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HomeMy WebLinkAbout51394-Z of SOUryo`o Town of Southold * * P.O. Box 1179 wo 2 a0 53095 Main Rd �Z'toourm. Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 46348 Date: 07/28/2025 THIS CERTIFIES that the building EV CHARGER Location of Property: 54375 Route 25 Southold,NY 11971 Sec/Block/Lot: 60.-2-3.2 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/30/2024 Pursuant to which Building Permit No. 51394 and dated: 11/19/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: EV charger#1A as applied for. The certificate is issued to: Town of Southold Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 54394 05/13/2025 PLUMBERS CERTIFICATION: A th riz d Signature �o�aoP souryO<° Town of Southold * P.O. Box 1179 0 53095 Main Rd COUN"oe�'� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46349 Date: 07/28/2025 THIS CERTIFIES that the building EV CHARGER Location of Property: 54375 Route 25 Southold,NY 11971 Sec/Block/Lot: 60.-2-3.2 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/30/2024 Pursuant to which Building Permit No. 51394 and dated: 11/19/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: EV charger#111 as applied for. The certificate is issued to: Town of Southold Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51394 05/13/2025 PLUMBERS CERTIFICATION: Jh tiz Signature OF SOUr�,o`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd `r00UN74 Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46350 Date: 07/28/2025 THIS CERTIFIES that the building EV CHARGER Location of Property: 54375 Route 25 Southold,NY 11971 Sec/Block/Lot: 60.-2-3.2 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/30/2024 Pursuant to which Building Permit No. 51394 and dated: 11/19/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: EV charger#2A as applied for. The certificate is issued to: Town of Southold Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51394 05/13/2025 PLUMBERS CERTIFICATION: tor. e S ature of soolyolo Town of Southold * * P.O. Box 1179 � o 53095 Main Rd �o`rCOUNM��i Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46351 Date: 07/28/2025 THIS CERTIFIES that the building EV CHARGER Location of Property: 54375 Route 25 Southold,NY 11971 Sec/Block/Lot: 60.-2-3.2 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/30/2024 Pursuant to which Building Permit No. 51394 and dated: 11/19/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: EV charger#213 as applied for. The certificate is issued to: Town of Southold Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51394 05/13/2025 PLUMBERS CERTIFICATION: 1 uthor z d Si ature ho�aaF so�TyO`o Town of Southold * * P.O. Box 1179 G . 4 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46352 Date: 07/28/2025 THIS CERTIFIES that the building EV CHARGER Location of Property: 54375 Route 25 Southold,NY 11971 Sec/Block/Lot: 60.-2-3.2 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/30/2024 Pursuant to which Building Permit No. 51394 and dated: 11/19/2024 Was issued, and conforms to all of the requirements of the applicable provisions.of the law. The occupancy for which this certificate is issued is: EV charger#3A as applied for. The certificate is issued to: Town of Southold Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51394 05/13/2025 PLUMBERS CERTIFICATION: vv uth riz d ignature ho�aof Soil ryo`o Town of Southold * * P.O. Box 1179 WIN �0 53095 Main Rd ��4-COUert.a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 46353 Date: 07/28/2025 THIS CERTIFIES that the building EV CHARGER Location of Property: 54375 Route 25 Southold, NY 11971 Sec/Block/Lot: 60.-2-3.2 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/30/2024 Pursuant to which Building Permit No. 51394 and dated: 11/19/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: EV charger#313 as applied for. The certificate is issued to: Town of Southold Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51394 05/13/2025 PLUMBERS CERTIFICATION: utho ize Si ature �oFsa�ry 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, 16,2A,213,3A,36). Premises Located at: 54375 Route 25, Southold, NY 11971 SCTIVI#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 $1,950.00 Total S1,9S6.00 Building Inspector Ofr SO!/T��l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q Jamesh a(�southoldtownny.gov Southold,NY 11971-0959 OIyCQU�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Town Of Southold Address: 54375 Main Road city:Southold st: New York zip: 11971 Building Permit#: 51394 Section: 60 Block: 2 Lot: 3.2 WAS EXAMINED AND FOUND TO BEAN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Trincity Electric INC. Electrician: Clinton Courtney License No: ME-31841 SITE DETAILS Office,Use Only Residential Indoor Basement Service Commerical X Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel X A/C Condenser Single Recpt .Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 200amp service switch with 6 600amp breakers, 6 chargers Notes: EV CHARGING STATION Inspector Signature: Date: May 13, 2025 54375 main rd ev chargers OE SOUTyo� # # TOWN OPSOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION J� [ FOUNDATION 1 ST/ REBAR _ [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ . ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] . FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] _RENTAL REMARKS: 9.1a, Al DATE °I INSPECTOR SOUIyo� -- — # TOWN.OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. j ] FOUNDATION 2ND . [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]_ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] 'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ELECTRICAL (ROUGH). [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: t-.Q A do '� 6'ovtdk l S d4t, ate. 4:d K2 DATE INSPECTOR, OF SOOIyOlo � � — - * # TO N OF SO THOLD &UILLIZDENI, E. "couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION'2ND . [ ] INSULATION/CAULKING, [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [. ] FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT'CONSTRUCTION [ ] FIRE RESISTANT PENETRATION LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 6-10 121) LL^ln C)A DATE INSPECTOR. SOOTyalo ��✓ ?J `��h ��, - '/3 qy * # TOWN OF SOUTHOLD BUILDING DEPT.- coo � 631-765-1802 ANSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ .] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION— [ . ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) .[XI ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . [ ] RENTAL REMARKS: 644c4ef,5 x DATE INSPECTOR UF SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. �00MV,��o 631-765-1802 4�otq ,INSPECTION. [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]. SULATION/CAULKING ( ] FRAMING/STRAPPING [ FINAL lY ej�lvl (ylnVrvatDll> [ ] FIREPLACE & CHIMNEY' [ ] FIRE SAFETY INSPECTION .] FIRE RESISTANT-CONSTRUCTION [.: ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS_ 0: ( �(AAC_), ;tol czi w- �1)44& Jmc Wrll� "no 1.1+0 Avn �Ganxi� A 41 f 7hWI DATE - INSPECTOR OF 50(lTh°lo # TOWN OF SOUTHOLD BUILDING DEPT. Coum,� 631-765-1802 �,,,Aq INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ' [ ] PRE C/O [ ] RENTAL REMARKS: / n qe-,Oou DATE YS INSPECTOR Bunch, Connie From: Jason Mills <jmills@cbigrp.com> Sent: Tuesday,July 22, 2025 9:32 AM To: Jarski,John; Bunch, Connie Cc: Almond, Ray; PratheekJoy.Rayarangoth@nypa.gov, Matthew Wintjes Subject: FW: NYPA - Southold - Permit Closure Attachments: Southold Bollards Installation.zip; Southold, NY_CD 100_Rev. 3_05-30-25 - S&S.pdf, TimePhoto_20250512_101141 jpg;WhatsApp Image 2025-05-13 at 11.32.59_ 6d50f2cc jpg Importance: High Hi Connie, Great speaking with you a few moments ago. As discussed,the project is now fully complete,and we are looking to proceed with closing out the permit. ? Additional bollards have been installed (photos attached) ? Updated drawing set is also attached for your records Please let us know if everything is in order to move forward with closing out the permit for this site. Best regards, Jason Mills Director Field Operations f vmw.cbigrp.com ClunarBlue ClearBlue Infrastructure Group INFRASTRUCTURE GROUP Phone: (877)780-7171 Ext 203P Mobile: (705)327-5302 Email: jmillsa-cbigrp.com NORTH CRITICAL INFRASTRUCTURE BUILD PARTNER Bdilding critical infrastructure using state-of-the-art tech From:Jason Mills Sent:July 22, 2025 8:10 AM To: 'john.jarski@town.southold.ny.us'<john.jarski@town.southold.ny.us> Cc: 'Almond, Ray'<ray.almond@electrifyamerica.com>; 'Rayarangoth, PratheekJoy' <PratheekJoy.Rayarangoth@nypa.gov>; Matthew Wintjes<mwintjes@cbigrp.com> Subject: RE: NYPA-Southold -Permit Closure Importance: High Good Morning John, Just wanted to follow up once more regarding the bollard installation around the transformer. We're eager to move forward with closing out the permit and wanted to confirm if everything is in order on your end. Please let us know if there's anything further you need from our side to finalize the closeout. Appreciate your time and attention to this—looking forward to hearing from you soon. Best regards, Jason Mills lue Director Field Operations i%nffw.cbigrp.com ulearB IHFR.�STRiiCTURC GROUPGlearBlue Infrastructure Group Phone: (877)780-7171 Ext 203 [ Mobile: (705)327-5302 Email: tmiils0cbigrrp.com O• _BUILDC1117.11CAL INFRASTRUCTURE, PARTNER-- building critical infrast'i L ucture using From:Jason Mills Sent:July 10, 2025 8:30 AM To: iohn.iarski@town.southold.nv.us Cc:Almond, Ray<ray.almond@electrifyamerica.com>; Rayarangoth, Pratheek Joy <PratheekJoy.Ravarangoth@nvpa.gov>; Matthew Wintjes<mwinties@cbigrp.com> Subject: RE: NYPA-Southold-Additional Bollards- Installed Good Morning John, Just wanted to follow up once more regarding the bollard installation around the transformer. We're eager to move forward with closing out the permit and wanted to confirm if everything is in order on your end. Please let us know if there's anything further you need from our side to finalize the closeout. Appreciate your time and attention to this—looking forward to hearing from you soon. Best regards, 2 Jason Mills Clecat rB1 t � Director Field Operations E vrywu_cbigr�_conr ` ClearBlue Infrastructure Group �l+iFii.ms7R'�CTURf GROUP phone: (877)780-7171 Ext 203 Mobile: (705)327-5302 Email: jmills__cbigrp.com NO CRITICAL INFRAS.TRUCTURE BUILD PARTNER - Building critical infrastructure usihg statd-of-the-aA tech From:Jason Mills<imills@cbigrp.com> Sent:July 7, 2025 10:02 AM To: iohn.iarski@town.southold.ny.us Cc:Almond, Ray<ray.almond@electrifvamerica.com>; Rayarangoth, Pratheek Joy <PratheekJoy.Rayarangoth@nvpa.gov>; Matthew Wintjes<mwinties@cbigrp.com> Subject: RE: NYPA-Southold-Additional Bollards- Installed Good Morning John, Just following up on my note below regarding the installation of the additional bollards around the transformer. We're hoping everything is in order for permit closeout, and I wanted to check in to see if there's anything further you require from our side to finalize this. Appreciate your time and looking forward to your feedback. Best regards, Jason Mills � Director Field Operations [vrw�uv.cbig_rp_com arBlue INFRASTRUCTURE GROUP ClearBlue Infrastructure Group Phone: (877)780-7171 Ext 203 Mobile: (705)327-5302 Email: 1mil1s(a)cbig_rp.com NORTH AMERICA'S'TRUSTED BUILD PARTNER- Building critical infrastructure using state-of-the-art tech CRITICAL INFRASTRUCTURE From:Jason Mills<imills@cbi�rp.com> Sent:July 3, 2025 11:16 AM To: iohn.iarski@town.southold.ny.us Cc:Almond, Ray<ray.almond@electrifyamerica.com>; Rayarangoth, Pratheek Joy <PratheekJoy.Rayarangoth@nvpa.gov>; Matthew Wintjes<mwinties@cbigrp.com> Subject: RE: NYPA-Southold -Additional Bollards- Installed Importance: High Good Morning John, Hope all is well! Just wanted to let you know that we've completed the installation of the additional bollards around the transformer, and we're hoping this will allow us to move forward with closing out the permit for this site. I've attached a few photos for your reference,along with the updated drawing package showing the removal of the fencing and the replacement with bollards,for your records. Please let me know if there's anything else you need in the meantime.We're eager to get this one fully wrapped up. Best regards, Jason Mills Director Field Operations I vnvw.cbigrp.com DearBlue C1earBlue Infrastructure Group Phone: (877)780-7171 Ext 203 E Mobile_ (705)327-5302 Email: " ill$ __cblgrp.com NORTH- BUILD PARTNER Building critical infrastructure using state-of-the-ait tech CRITICAL INFRASTRUCTURE Bunch, Connie From: Bunch, Connie Sent: Tuesday,July 22, 2025 10:59 AM To: 'Jason Mills' Subject: RE: NYPA - Southold - Permit Closure Mike Verity state Southold Town Planning Board was not involved with this permit. In regards to the parking lot he stated you should call the Town Engineer, Michael Collins so he can give us a final ok for the CO. Thank you, Connie Bunch Principal Office Assistant Southold Town Building Dept. connieb southoldtownny_,gov 631-765-1802 P.O.Box1179 Southold, New York 11971 From:Jason Mills<jmills@cbigrp.com> Sent:Tuesday,July 22, 2025 9:32 AM To:Jarski,John<johnj@southoldtownny.gov>; Bunch, Connie<Connie.Bunch@town.southold.ny.us> Cc:Almond, Ray<ray.almond@electrifyamerica.com>; PratheekJoy.Rayarangoth@nypa.gov; Matthew Wintjes <mwintjes@cbigrp.com> Subject: FW: NYPA-Southold- Permit Closure Importance: High Hi Connie, Great speaking with you a few moments ago. As discussed,the project is now fully complete,and we are looking to proceed with closing out the permit. ? Additional bollards have been installed (photos attached) ? Updated drawing set is also attached for your records Please let us know if everything is in order to move forward with closing out the permit for this site. Best regards, Jason Mills Director Field Operations I www.cbfgrp_com ClearBlue IN6FA53R1pf,7'URE GROUPClearBlue Infrastructure Group Phone: (877)780-7171 Ext 203 [ Mobile: (705)327-5302 Email- [mills(@cbigrp.com 1 N"ORTH"NIVIERICA'S TRUSTED" BUILD PARTNER BUilding critical infrostructuni using stato'-of-the-art tech From:Jason Mills Sent:July 22, 2025 8:10 AM To: 'john.jarski@town.southold.ny.us' <iohn.iarski@town.southold.nv.us> Cc: 'Almond, Ray'<ray.almond@electrifvamerica.com>; 'Rayarangoth, PratheekJoy' <PratheekJoy.Rayarangoth@nvpa.gov>; Matthew Wintjes<mwinties@cbigrp.com> Subject: RE: NYPA-Southold - Permit Closure Importance: High Good Morning John, Just wanted to follow up once more regarding the bollard installation around the transformer. We're eager to move forward with closing out the permit and wanted to confirm if everything is in order on your end. Please let us know if there's anything further you need from our side to finalize the closeout. Appreciate your time and attention to this—looking forward to hearing from you soon. Best regards, Jason frills CI eclarB I Director Field Operations, vmvv.cbigrp_corn U INFRASTRUCTURE GROUP ClearBlue Infrastructure Group Phone: (877)780-7171 Ext 203 1 Mobile: (705)327-5302 Email: jmilist&_cbigrrp_com • - CRITICAL INFRASTRUCTURE BUILD PARTNER Ruilding critical infrastructure using state-of-the-art tech From:Jason Mills Sent:July 10,2025 8:30 AM To:iohn.iarski@town.southold.nv.us Cc:Almond, Ray<ray.almond@electrifvamerica.com>; Rayarangoth, Pratheek Joy <PratheekJoy.Ravarangoth@nvpa.gov>; Matthew Wintjes<mwinties@cbigrp.com> Subject: RE: NYPA-Southold -Additional Bollards-Installed 2 Good Morning John, Just wanted to follow up once more regarding the bollard installation around the transformer. We're eager to move forward with closing out the permit and wanted to confirm if everything is in order on your end. Please let us know if there's anything further you need from our side to finalize the closeout. Appreciate your time and attention to this—looking forward to hearing from you soon. Best regards, Jason Mills ClearBlueDirector Field Operations f www.cbigrp_co INFRASTRUCTURE GROUP UP ClearBlue Infrastructure Group Phone: (877)780-7171 Ext 203 1 Mobile: (705)327-5302 Email:Lmifls(@cbigrR.com • - CRITICALINFRASTRUCTURE BUILD PARTNER state-of-the-art tech From:Jason Mills<imills@cbigrp.com> Sent:July 7, 2025 10:02 AM To: iohn.iarski@town.southold.nv.us Cc:Almond, Ray<ray.almond@electrifyamerica.com>; Rayarangoth, Pratheek Joy <PratheekJoy.Ravarangoth@nvpa.gov>; Matthew Wintjes<mwinties@cbierp.com> Subject: RE: NYPA-Southold-Additional Bollards- Installed Good Morning John, Just following up on my note below regarding the installation of the additional bollards around the transformer. We're hoping everything is in order for permit closeout,and I wanted to check in to see if there's anything further you require from our side to finalize this. Appreciate your time and looking forward to your feedback. Best regards, 3 Jason Mills CI B Director Field Operations I vAvw.cblgr�..com I ``" ClearBlue Infrastructure Group Phone: (877)780-7171 Ext 203 Mobile: (705)327-5302 Email: [miilsecbigrp_com NORTH CRITICAL INFRASTRUCTURE BUILD PARTNER Building critical infrastructure using state-of-the-art tech From:Jason Mills<imills@cbisrp:com> Sent:July 3, 2025 11:16 AM To: lohn.iarski@town.southold.ny.us Cc:Almond, Ray<ray.almond@electrifvamerica.com>; Rayarangoth, Pratheek Joy <PratheekJoy.Rayarangoth@nvpa.gov>; Matthew Wintjes<mwinties@cbigrp.com> Subject: RE: NYPA-Southold-Additional Bollards-Installed Importance: High Good Morning John, Hope all is well! Just wanted to let you know that we've completed the installation of the additional bollards around the transformer, and we're hoping this will allow us to move forward with closing out the permit for this site. I've attached a few photos for your reference,along with the updated drawing package showing the removal of the fencing and the replacement with bollards,for your records. Please let me know if there's anything else you need in the meantime.We're eager to get this one,fully wrapped up. Best regards, Jason Mills ClecarBlue Director Field Operations I vvww_cbigrp_com ClearBlue Infrastructure Group Phone: (877)780-7171 Ext 203 1 Mobile: (705)327-5302 Email: imills(@cbigrp_com 4 • CRITICAL INFRASTRUCTURE -BUILD PARTNER- J 1495-34 R err a17 j ri + " +4 R , 4 -.-ate ��7M ���+� i + �� ��n ��+ r�'r - \; y +SY 'Iiay� ��'-;. � �'i..�:• s "` _ � - t r. �. �,.,tide«�r-�,r.^• r``� t � _ t4r r�r ` 6r+,., a 'tip _ .�1 ; #0.L-la`s. ~ +r -� j{;• N�rti1 ram... �`_ - r'• ~ - Ya r =1.. ti ♦ � - ¢s+ .1'�'` �f .y'v y ♦ frl�. �t'�t ^her s� ��d •y t. i _� ..�I M '.}' ")• !'_. - r � l� ^t"r-'b�.�A" � 4 ���• - '1 :jam ,.� '.�r, - t i � - �... "yam f �s a.� j ; !- ��1qt� ¢d►F �`a _ . 9 .A ` � $ 4: p t� Wo A,l.,a ck a rri r�>' �1, ` fit. 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'~� • " � yY � � Y'� � � �..i � "� �'� ,` ��:' � � ' •f �r Ito ,r r i� ^� c .Y' { 0^ y - .ram• yP��.;. .y s4c + .':;a:;�:,f '• �. , _`` __ � .,,. * .tTa + `" � � `_ �' _ `� � Y — . s "�J �"� _"� -"fir "�,,,�+ `� � �! -- �— _ �� f..� y��'� �. �,� .-yet �- _ �v ';�� r � � � _./ t vim' 1 _ yl FIELD INSPECTION REPORT DATE COMMENTS ro FOUNDATION (1ST) - ---- _�� ------------------------------------ ,y n C FOUNDATION (2ND) ® s f Al 0 cn -J y ROUGH FRAMING& 1A PLUMBING INSULATION PER N.Y. STATE ENERGY CODE H FINALLAVPV o` ADDITIONAL COMMENTS CeC # 433 RP ` _q- a4 reed I .o 0 - S �l e�� �r Vo 0* Z y ` q X m — o X y ' � O - - z � x d b y L y �o�gfFD1XG , � TOWN OF SOUTHOLD—BUILDING DEPARTMENT N,. a Town Hall Annex 54375 Main Road P. O.-Box 1179,Southold,NY 11971-0959 - ?y�o Telephone(631) 765-1802 Fax(631) 765-9502 hops://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety Incomplete r m�n applications not be accepted e App Where'thlican#is not the owner,an will z n9 Repao. enft Owner's Ai thorizatf!on-form(Page 2)shall 164,completed '(st71y►n bfi S�O�ii�l�aGlc Date:9/27/24 OWNERS)OF PROPERTY ,.f 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 CONTACTPERSON Name:Hugo Justiniano, P.E. (Dewberry Engineers, Mailing Address:2951 Flowers Road South, Suite_102,Atlanta, GA 30341. Phone#:678-537-8620 Ema!I_:_hjustinianoOdewberry_.com DESIGN PROFESSIONA6N" FORMATION Name:Hugo Justiniano, P.E._(Dewberry Engineers,_ Inc.)_ Mailing.Address:2951 Flowers ,Road South, Suite 1.02, Atlanta, GA 30341 _ Phone#:678-537-8620 _ Email:.hjustiniano@dewberrY_.com CON TRACTORINFORMATIONs, Name:ClearBlue Infrastructure Group______ _ - Mailing Address:300 International Drive,_Suite 100,_Williamsville,NY 14221_ Phone#:877-780-717.1- _.___.._---__..___...._,. . ._ Err,a�l:mwintjes@cbigrp.com . _._._. . DESCRPTI ION OF PROPOSED CONSTRUCTION ..._.. - EINew Structure ❑Addition ❑Alteration ❑Repair ❑De _ _ Estimated Cost of Project: �Other electric vehicle charging stations&associated ground equipmen �A $500,000.00 r Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes BNo 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 this property? El BNo IF YES, PROVIDE A COPY. HB (Hamlet Business District) ❑.°;Check'Box After Reading The owner/contractor/design professional is responsible forall drainage and storm water.Issues as provided h"' Chapter 236 of the Town Code.APPLICATION-IS HEREBY MADE to the'Buildmg Department for the issuance of a Building Permtt pursuant tothe Building Zone; Ordinance ofahe Towri'of Southold,Suffolk,Cuurity,,New York'and otFier,appllcable Laws,Ordiriarices or Regulations,for the construction of buildmgs, additions,;aiterations or for.removal oraemolition as herdi'n describgd The applicant agrees toiomply with all applicable laws,ordinances,building code;; housing code and regulations and to admit authorized Inspectors on'premises and inbuilding(s)for necessary inspections.False statements made herein are uni hable:as a Class A'misdemeanor 'ursuariL to Section 210 45 outhe New.'York State Penal Law. Application Submitted By(print name);Deep Patel, P.E. (Dewberry Engineers, Inc.) IgAuthorized Agent []Owner Signature of Applicant: ►'/� �� Date: p q 7--7 Zd 2 STATE OF NEW-YeRK)vbt4 � ^,,� SS: COUNTY OF '&Vy1'j s ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contrac 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 day of '20OWT o ary Public - MARIA R FARRIS yl feJNotar Pubic,Stassion#te Nwersey PROPERTY OWNER AUTHORIZATION MY commission Expires Were.te a is not the owner February 23,2029 ( h h applicant Pp � ) 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 PA-7-FL- Print Owner's Name 2 ' �gUfFQIK E'vCS #1B TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 ?y�o• ao� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: y� Applications and forms must be filled out'in their,entirety Incomplete applications will not be accepted. Where`ahe Applicant is not the owner,an Owner's Authorisation fo�m.(Page 2)shall be completed Date:9/27/24 :OWNER(S)OF PROPERTY Name:The Town of Southold _ _ _ SCrM#1000-060.00-02.00-003.002 Project Address:54375 Main .Road,_ Southold, NY 11671 Phone#:631-765-1800 Email: Mailing Address:P.O. Box 1179, Southold, NY 11-971 CONTACT.PER SON v r Name:Hugo Justiniano,,P.E. (Dewberry Engineers, Inc.) Mailing Address:2951 Flowers Road South,_Suite 102, Atlanta,GA 30341 Phone#: Email: - 678-537-8620 _ __.__._ _...__hjustiniano@dewberry.com --____-_ .DESIGN;PROFESSIONAL��INFORMATION r3 + ;�� `� ' }' Name:Hugo Justiniano, P.E. (Dewberry Engineers, Inc.) Mailing Address:295.1 Flowers Road_South,_Suite 102, Atlanta, GA 303.41 Phone#_678-537-8620 _ _ Email:hiustiniano@dewberry.com CONTRACTOR INFORMATION: ' Name_ClearBlue Infrastructure Group MaiiingAddress:300 International Drive, Suite 100,Williamsville, NY 14221 Phone#:877-780-71-71___.-. ........_._....__..__..........._____- ..- Email:mwi_nties@cbigrp.com- DESCRIPTION OF PROPOSED CONSTRUCTION . v. . El New Structure ❑Addition ❑Alteration ❑Repair ElDeMa4kaQ Estimated Cost of Project: Il Other electric vehicle charging stations&associated ground equipment $500,000.00 IV-, ll the lot be re-graded? ❑Yes ONo Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION'• Existing use of property: Overnment 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. ❑ CFIECIC BOX.After Reading The owner%contrador/design profes'slonal is responsiblefor alLdrainage'and stoirti water issues as prov►ded by, Chapter,236 of the,Town code:'APPLICATION IS HEREBY MADE to,t6e,ButldingDe0rtment forthe issuance of i uilding Permit pursuant to the.Building Zone Ordinance of the Town of Soutftold,Suffolk,County,New'York and other applicable Laws,Ordinances or Regulations,for the construction of tiuildin addittonsi�alterattons'orfor removal or demohtI66-as herein`;described The applicant agrees to'compiy_,Ah all applicable laws;ordinances,building code, housing code and regulations and to admit authorised tnspectars ompremisesand iri b0iiding(s)';for necessary'Ingpections.False statements made hereirr.are punsshable asa Class A mIsdemeanonpursuant to'Sectlon 210 45 oftF a New York State,Penal Law Application Submitted B Deep Patel, P.E. (Dewberry Engineers, Inc.) pp y(print name): BAuthorized Agent ❑Owner Signature of Applicant, Date: STATE OF UEW Y6RK)Q �p SS: COUNTY OF VIES ) aee being duly Isworn, deposes and says that(s)he is the applicant (Name of indiviiJual 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 - day of 2i] - � MARIA R FARRIS Commission#50219098 Notary Public,State of New Jerseyli PROPERTY OWNER AUTHORIZATION My Commission Expires February 23,2029 it (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. 7� 09 Z z-7 Z Zo zH Owner's Signature Date DEV�l PAI2 Print Owner's Name 2 o�oIIouffot, �oGy. TOWN OF SOUTHOLD—BUILDING DEPARTMENT EVCS #2A Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 https://www.southoldtomm.g�o_v ' Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 5j Building Inspector: Appllcatlon`s and.forms must be filled out in their entirety Incomplete applications will not be accepted:,Whereahe Appltcant,is not the owner,an ' Owner's Authorization form(Page 2)shall be completed Date:9/27/24 OWNERS)OF PRO PERTY Name:The Town of Southold SCTM#1000-060.00-02.00-003.002 Project Address:54375 Main Road, Southold, NY 11+971 Phone#:631 765-1800 Email _._ _- __-_ _. _ __..._-._ .__._-___ _ _.._- _. i_.__-_.__...__ 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 #:n Phoe mail: __-- _-- 678-537-8620 E _-._ ---___-_- -- --- --__T_---_-.. ---�.----hjustinianog)dewberry_.com__- _-- __—_-- DESIGN°PROFESSIONAL INFORMATION . • ✓Name:VHugO-Justlniano, P.E. (Dewberry Engineers, Inc.)y Mailing Address:2951_Flowers Road South, Suite 102, Atlanta,_GA 30341 Phone#: mail 678-537-8620 E _ hjustiniano@dewberry_.com - CONTRACTOR INFORMATION.•. Name:ClearBlue Infrastructure Group_._ Mailing Address:300 International Drive,_Suite 100,_Williamsville,_NY 14221---- _____ Phone# 877-780-717.1._ ,._....._.... _..._.-----.--.___v Email:mwintjes cbigrp.com _. ... _. _.-._.. _..._ DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition ❑Alteration ❑Repair ❑De n Estimated Cost of Project: El Other electric vehicle charging stations&associated ground equipment A $500,000.00 Will the lot be re-graded? ❑Yes ©No Will excess fill be removed from premises? ❑Yes BNo 1 -t PROPERTY INFORMATIONi °" u. Existing use of property: overnment Intended use of property:electric vehicle charging stations(accessory use) Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to HB (Hamlet Business District) this property? ❑Yes BNo IF YES, PROVIDE A COPY. ❑'Checl(;BOX After Reatling :The owner%contractor/design professional Is responsible>for`alI drainage acid storm water issues as provided,by Chapter 236'of the Town Codeo-APPLICATION IS HEREBY MADE tothe Buildmg;Departmentfor the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,�Suffolk,County,New York and other applicable Laws,•O�dinanc is or Regulations;for the construction of buildings; ,additions,alterations or for removal ordemolition'as herein described The applicant agrees to comply'with all applicable laws,ordinances;building`7: housing codeiand regulations and to admit authorized Inspectors on,premisesand in buildings)for=necessary inspections False statements made herein are. punishable'as.a Class A misdemeanor;pursuant to Section 210 45 of the New.York State Penal Law I I Application Submitted By(print name):Deep Patel, P.E. (Dewberry Engineers, Inc.) BAuthorized Agent ❑Owner Signature of Applicant: _ Date: C,q/Z7.120. STATE OF NF U-Y$RK)Q&_U\ & �p SS: COUNTY OF rn-s ) it i4 being dulylsworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, i (S)he is the - ka-ap_y. (Contractor, nt,CorpoFate 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'beiief;arid' that the work will be performed in the manner set forth in the application file therewith. ,..�- Sworn before me this = ' day of —74Z 20 ` ublic < - MARIA R FARRIS Commission 5021909 Notary Public,State of New Jersey PROPERTY OWNER 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. 09 Z 7,-7 IZoz� O ner's Signature Date Print Owner's Name 2 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 h"s://www.southoldtommy.jzov Date Received APPLICATION FOR BUILDING PERMIT (� For Office Use Only PERMIT NO. I I Building Inspector: V—P� Applications and forms must be filled of t in their entirety Incomplete applications will riot b_e accepted:_Where the Applkiri.is riot'the owner,an . . Owner's Authorization form(Page 2)shall be completed ; Date:9/27/24 OWN.ER(S)OF.P..ROPERTY • t , 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, So-uthold, NY 11971 CONTACT PERSON Name:Hugo Jy%iniano, P.E. (Dewberry Engineers Inc ) Mailing Address: Flowers Road South, Suite 102,_Atlanta,_GA30341_ Phone#: 8-537-8620 67 Email: -----------__.___ -_,_--_-hjustinianoOdewberry.com___._�-----_-_. DESIGN,PROFESSIONAL INFORMATION Name:Hugo Justiniano, P.E_(Dewberry Engineers Mailing Address: 2951 Flowers Road South, Suite 1-02, Atlanta, GA 30341 , Phone#:678-537-8620 Email: __..._.__hjustinianoodewberry.com -_ --- CONTRACTOR,INFORIVIATION: 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 CONSTRUCTfON ❑New Structure ❑Addition ❑Alteration ❑Repair ❑De Estimated Cost of Project: D Other electric vehicle charging stations&associated ground equipment a B $500,000.00 Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property: overnment Intended use of property:electric vehicle charging stations(accessory_. ---._ g._.__ern.__...____�_.._ _ . __ -- _.-. -- ---- - 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. a - -- ❑;Check,BoxAfter Reatling The owner/contractor/design professional i§responsible for all drainage and storm water issues as provided by' __. CFiapter 236 of the Town Code:.APPLICATION I5 HEREBY MADE toahe Buildini Department for,;th6jssuance of a.Buildmi Permit`puisuant.to,'the Buildini Zone Ordinance of the Town of Southold;Suffolk,County,New York and other applicable,taws;Ordinance's or,Regulations,for.-tFie construction of bulidingi,,_ additions,akeretionsorfor removal or'demolit on as herein described Tire applicant egrees.to complywith all;applicable laws;or, nances buildini code, Housing code and regulations,and to admit authorized ins ectors n, remises and in buildingls):for necessary mspe',ctions,False statements made herein are P, p punishable`,as a Class A misdemeanor pursuant to Section 210 45 of;the New York State Penal law A lication Submitted B (print name •Deep Patel, P.E. (Dewberry Engineers, Inc.) PP Y(P )• BAuthorized Agent ❑Owner Applicant: of Signature A t: g PP Date STATE OF NEW—YeRK) SS: v U COUNTY OF M®�-s ) %E2 being duly sworn,deposes and says that(s)he is the applicant (Name of individual 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 q J/y day of 20 � N ary Public ✓ ,• r�fr MARIA R FARRIS Commission#50219098 ROPERTY OWNER AUTHORIZATION 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. �q Z7 / 2aZ9 . O ner's Signature Date `BEEF' }?4-rFL Print Owner's Name 2 EVCS #3A TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 MainRoad P. O. Box 1179 Southold,NY 11971-0959Q7D Telephone (631) 765-1802 Fax(631) 765-9502 hqps://www.southoldtommu.jzov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. C) 1 Building Inspector:_ CIA t) iv�1111-" IncompleteApplications and forms must be filled out in their entirety - -applications will.not be acceptetl:, Where the Applicant snot ' the owner,an Owner's Authorization form(Page 2)shall be completedk � �" , Date:9/27/24 7_OWNERS) ll`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 Name:Hu o Justi-niano.,P...E.,-(De,wb-e.r.ry_E)qg_meers, Inc.). Mailing Address:2951 Flowers Road South, Suite 102 Atlanta, GA 30341 Phone#:678-537-8620 I _.Email:_ hiustiniano@dewberry.com ---------- ON: DESIGN I PROFESSIONAL Name:Hugo Justiniano, P.E. (Dewberry_Engineers, Mailing Address:2951 Flowers Road South, Suite 102, Atlanta, GA 30341 ---------- Phone#:678-537-8620 Email :hiustiniano@dewberry ..... CONTRACTOR —INFORMATION: Name:ClearBlue Infrastructure Group Mailing Address:300 International Drive, Suite 100, Williamsville. NY 14221 Phone#:877-780-7171 Email:mwi es@ DESCRIPTION OF )SE A, EINewStructure ElAddition ElAlteration EIRepair DDerngl1t' Estimated Cost of Project: E Other electric vehicle charging stations&associated ground equipment $500,000.00 Will the lot be re-graded? E]Yes R No Will excess fill be removed from premises? E]Yes RNo i PROPERTY;INFORMATION S Existing use of property: overnment 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. ❑t•'Ch6Ck BOX After Reading The owner/contractor/design professwnal isresponsible for all drainage and storm water issues as provided 6y` CFiapter,236 of the Town Code.'APPLICATION IS'HEREBY MADE to,ike Building Depa tment,for the issuance of a Building Permit pursuant to,the'Building, one' Ordinance of the Town of Southold,Suffolk,County,New.York and'other applicable'Laws-,Ordinances:or:Regulations,for the construction of buildings„ addition''s,alterations.'orfor,removal or'demoliEion as herein described The applicant agrees to:comply' ith all applicable laws,ordinances,;building co'de,,, ; housing code and regulations.and to admitauthorized Inspectors.on premises;and in'building(s)fo;necessary Inispectioris.False statements made.herein are punishable,as a Class^A misdemeanor pursuanttoSedion 210 45 of the New:York State Penal Law u.. Application Submitted B name):Deep Patel, P.E. (Dewberry Engineers, Inc.) pP Y(print ) BAuthorized Agent ❑Owner Signature of Applicant: ��� Dater 0c7 Z-7 ZoZH STATE OF NEW*M)Nelw1 P�r�, SS: COUNTY OF-Q%QK-riS ) being duly sworn,deposes and says that(s)he is the applicant (Name of indlividual signing contract) above named, (S)her 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 this07 day of 20,- 1441, { otary Public MARIA R FARRIS Commission#50219098 Notary Public, State of New Jersey PROPERTY OWNER 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. ��•/' Oq `Z7l Z'.c>-q Owner's Signature Date Print Owner's Name 2 TOWN OF SOUTHOLD—BUILDING DEPARTMENT EVICS #3B Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-0502 hilps://www.southoldtoMM.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. 5 Building Inspector:_ Jfi 1 ) Applicationsand forms rhutfbefil filled' thei",-t." t" �-I` - -applica ,a r-,,qR entirety qcorrlp'l'q�q owner,an t Ownees Authorizationinl aii6n f�ep 1 be completed Date:9/27/24 L'OWIN,k(S) PROPERTY: . Name:. - 1. --Th-e-To_wn__of Southold S&M#1000-060.00-02.00-003-002 ----------- Project Address:54375 Main Road, Southold, NY 11 971 Phone#:631-765-1800 J Email: Mailing Address:P.O. Box 1179 Southold, NY 11971 CONTACT 7777 Name:Hugo Justiniano, P.E. {Dewberry JErjgineers, Inc. Mailing Address:2951 Flowers Road South, Suite 102, Atlanta, GA 30341 Phone#:678-537-8620 Email:hiustiniano@OE!Wberry.com Name:Hugo Justiniano. P.E. (Dewberry b Mailing Address:2951 Flowers Road South, Suite 102,Alianta,.,GA 30341 Phone#:678-537-8620 Email: hiustiniano a dewberr corn CON V TRACTOR INFORIVIAT Name:ClearBlue Infrastructure Group Mailing Address:300 International Drive, Suite 100, Williamsville, NY 14221 -Ph-one-#:.-877-78.01-71-1-17 1. Email:M intiesQ@cbig.%..q9rp DESCRIPTION " kdo6k6,CONSTRUCTION E]New Structure ElAddition ElAlteration EIRepair El De Estimated Cost of Project: E 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? E]Yes RNo • y ROPERTY>IWOR M• AT P _ y Existing use of t property:property: overnmen Intended use of ro ert y 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 BUSlness District) this property? ❑Yes BNo 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•tfie Bulldirig.Department for-the issuance of.a,Buddirig Permit pursuant,to the Building Zone Ordinance of the Town of Southold,Suffolk,`County,New York and other'applicable Laws;ordinances or Regulations,forthe construction of buildings,... addttioris alterations'or for removal or demolition,as herein described The;applicant agrees to comply.with alb,agplicable laws,ordinances,building code,' housing code and regulations and to admit authorized inspectors on,premise5 and in•building(sj foronecessary,inspections.False statements made herein are punishable as a Clas§."A misdemeanor pursuant to;Section ho 45 of the New York State Penal.law :. . . i I i Application Submitted B (print name):Deep Patel, P.E. (Dewberry Engineers, Inc.) pp y(p ) BAuthorized Agent ❑Owner Signature of Applicant: Date: Z./. 7 2�2'1 . _ _ / - - STATE OF NEW-YMK)ItCeLE1<''r SS: COUNTY OFQnCA'riS ) being duly sworn,deposes and says that(s)he is the applicant (Name of individ al signing contract) above named, (S)he is the L22R_ (Contrac ,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 20Y,*. = _ MARIA R FA RIS - t Commission 0 50219098 Notary Public Notary Public,State of New Jersey G'r My Commission Expires , _ - _ - • February 23,2029 - PROPERTY OWNER AUTHORIZATION (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. '�4p- 09 / z-7 J 7-DZ4 O er's Signature Date 7E IT ' PA-r c--L Print Owner's Name 2 .6 Buildint;Department AI)plication AUTHORIZATION (Where the Applicant is not the Owner) I, Town of Southold _ residing at 53095 Route 25,PO Box 1179, (Print property owner's name) (Mailing Address) Southold, NY 11971 do hereby authorize ClearBlue Infrastructure Group and (Agent) Dewberry Engineers, Inc. to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) Jr rv5i��)�� � — , su (Print Owner's ame ' 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 l MAY 7 2025 �. BUILDING DEPARTMENT-Electrical Ins Jctor O G TOWN OF SOUTHOLD c Town Hall Annex- 54375 Main Road - PO Box 4179 o . X Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jameshna southoldtownny.gov - sea nd(o)-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 04/28/2025 Company Name: TRINCITY ELECTRIC INC. Electrician's Name: CLINTON COURTNEY License No.: 31841-ME Elec. email:TRINCITYELECTRICINC@HOTMAIL.COM Elec. Phone No: 718-712-4300 ®I request an email copy of Certificate of Compliance Elec. Address.: 43 ORCHARD PLACE, VALLEY STREAM, NY 11580 JOB SITE INFORMATION (All Information Required) Name: THE TOWN OF SOUTHOLD Address: 54375 MAIN ROAD - PO BOX 1179, SOUTHOLD, NY 11971 Cross Street: Phone No.: 631-765-1802 Bldg.Permit#: email: Tax Map District: 1000 Section: 060.00 Block: 02.00 Lot: 003.002 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print WIRING FOR EV CAR CHARGING STATIONS. (1)2000 AMP SERVICE SWITCH, (6)600 AMP CIRCUIT BREAKERS (6)OUTLETS FOR CAR CHARGER ( V Square Footage: Circle All That Apply: Is job ready for inspection?: ® YES ❑ NO ❑Rough In ® Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On Temp Information: (All information required) Service Size❑1 PhF,/13 Ph Size: 2000 A #Meters 1 Old Meter# 0 YNew Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect Underground❑Overhead #Underground Laterals FA 1 n2 g H Frame 0 Pole Work done on Service? Y PIN Additional Information: PAYMENT DUE WITH APPLICATION - 2025 k ®�uFEp��.Co 0 TV BUILDING DEPARTMENT-Electrical Inspector Y ® Gym TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 4179 ^� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh southoldtownny.gov - sea nd uasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 04/28/2025 Company Name: TRINCITY ELECTRIC INC. Electrician's Name: CLINTON COURTNEY License No.: 31841-ME Elec. email:TRINCITYELECTRICINC@HOTMAIL.COM Elec. Phone No: 718-712-4300 ®I request an email copy of Certificate of Compliance Elec. Address.: 43 ORCHARD PLACE,VALLEY STREAM, NY 11580 JOB SITE INFORMATION (All Information Required) Name: THE TOWN OF SOUTHOLD Address: 54375 MAIN ROAD - PO BOX 1179, SOUTHOLD, NY 11971 Cross Street: - Phone No.: 631-765-1802 Bldg.Permit#: email: Tax Map District: 1000 Section: 060.00 Block: 02.00 Lot: 003.002 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Pri WIRING FOR EV CAR CHARGING STATIONS. (1)2000 AMP SERVICE SWITCH, (6)600 AMP CIRCUIT BREAKERS (6)OUTLETS FOR CAR CHARGER Square Footage: Circle All That Apply: Is job ready for inspection?: ® YES ❑ NO []Rough In ® Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On Temp Information: (All information required) Service Size❑1 PhF\/13 Ph Size: 2000 A #Meters 1 Old Meter# 0 [ New Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect&dUnderground❑Overhead #Underground Laterals 1 R2 V H Frame Pole Work done on Service? Y PIN Additional Information: PAYMENT DUE WITH APPLICATION �U-p MAY 7 m i - 2025 ..f FIX/C BUILDING DEPARTMENT-Electrical Ins p� or _w c®�� TOWN OF SOUTHOLD C* Town Hall Annex- 54375 Main Road - PO Box 19 79 Southold, New York 11971-0959 ®� Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(a—southoldtownny.gov - seand(a_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 04/28/2025 Company Name: TRINCITY ELECTRIC INC. Electrician's Name: GUNTON COURTNEY License No.: 31841-ME Elec. email:TRINCITYELECTRICINC@HOTMAIL.COM Elec. Phone No: 718-712-4300 ®1 request an email copy of Certificate of Compliance Elec. Address.: 43 ORCHARD PLACE,VALLEY STREAM, NY 11580 JOB SITE INFORMATION (All Information Required) Name: THE TOWN OF SOUTHOLD Address: 54375 MAIN ROAD - PO BOX 1179, SOUTHOLD, NY 11971 Cross Street: Phone No.: 631-765-1802 BIdg.Permit#: email: Tax Map District: 1000 Section: 060.00 Block: 02.00 Lot: 003.002 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please PEn : WIRING FOR EV CAR CHARGING STATIONS. (1)2000 AMP SERVICE SWITCH, (6)600 AMP CIRCUIT BREAKERS (6)OUTLETS FOR CAR CHARGER Square Footage: Circle All That Apply: Is job ready for inspection?: ® YES ❑ NO ❑Rough In ® Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On Temp Information: (All information required) , Service Size❑1 Ph F,/1 3 Ph Size: 2000 A #Meters 1 Old Meter# 0 [ New Service[:]Fire Reconnect[]Flood Reconnect[-]Service Reconnect YLInderground❑Overhead #Underground Laterals Wf 1 FJ2 VH Frame Pole Work done on Service? Y VN Additional Information: PAYMENT DUE WITH APPLICATION `�Co nn �j M AY 7 2025 _ BUILDING DEPARTMENT-Electrical Ins ector �� yam► TOWN OF SOUTHOLD N z Town Hall Annex - 54375 Main Road - PO Box 4179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 lamesh(cD-southoldtownny.gov -- seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: 04/28/2025 Company Name: TRINCITY ELECTRIC INC. Electrician's Name: CLINTON COURTNEY License No.: 31841-ME Elec. email:TRINCITYELECTRICINC@HOTMAIL.COM Elec. Phone No: 718-712-4300 ®I request an email copy of Certificate of Compliance Elec. Address.: 43 ORCHARD PLACE,VALLEY STREAM, NY 11580 JOB SITE INFORMATION (All Information Required) Name: THE TOWN OF SOUTHOLD Address: 54375 MAIN ROAD - PO BOX 1179, SOUTHOLD, NY 11971 Cross Street: Phone No.: 631-765-1802 Bldg.Permit#: email: Tax Map District: 1000 Section: 060.00 Block: 02.00 Lot: 003.002 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please learly): WIRING FOR EV CAR CHARGING STATIONS. (1)2000 AMP SERVICE SWITCH, (6)600 AMP CIRCUIT BREAKERS (0�6) (6)OUTLETS FOR CAR CHARGER Square age: Circle All That Apply: Is job ready for inspection?: ® YES❑ NO Rough In ® Final Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (All information required) Service Size❑l Ph[%./13 Ph Size: 2000 A #Meters 1 Old Meter# 0 [ New Service Fire Reconnect[]Flood Reconnect OService Reconnect YLInderground DOverhead #Underground Laterals EZI n2 g H Frame Pole Work done on Service? 0 Y K4N Additional Information: PAYMENT DUE WITH APPLICATION a to I D 7 - 2025 BUILDING DEPARTMENT-Electrical Insctor MAY 7 ue O�OguFFllj��oG TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 4179 ,t Southold, New York 11971-0959 'y O� Telephone (631) 765-1802 - FAX (631) 765-9502 jameshC�southoldtownny.gov - seand(a-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 04/28/2025 Company Name: TRINCITY ELECTRIC INC. Electrician's Name: CLINTON COURTNEY License No.: 31841-ME Elec. email:TRINCITYELECTRICINC@HOTMAIL.COM Elec. Phone No: 718-712-4300 ®I request an email copy of Certificate of Compliance Elec. Address.: 43 ORCHARD PLACE,VALLEY STREAM, NY 11580 JOB SITE INFORMATION (All Information Required) Name: THE TOWN OF SOUTHOLD Address: 54375 MAIN ROAD - PO BOX 1179, SOUTHOLD, NY 11971 Cross Street: Phone No.: 631-765-1802 Bldg.Permit#: email: Tax Map District: 1000 Section: 060.00 Block: 02.00 Lot: 003.002 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Pr Cle WIRING FOR EV CAR CHARGING STATIONS. (1)2000 AMP SERVICE SWITCH, (6)600 AMP CIRCUIT BREAKERS �, ?R (6)OUTLETS FOR CAR CHARGER Square Fo Circle All That Apply: Is job ready for inspection?: ® YES ❑ NO ®Rough In ® Final Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (All information required) Service Size❑1 PhF,/13 Ph Size: 2000 A #Meters 1 Old Meter# 0 VNew Service0 Fire ReconnectOFlood Reconnect[]Service ReconnectYUnderground QOverhead #Underground Laterals NZI 2 V H Frame Pole Work done on Service? Ely &4N Additional Information: PAYMENT DUE WITH APPLICATION n(t YJ -j V L i FFO BUILDING DEPARTMENT-Electrical In s��_ or MAYOV 2025 TOWN OF SOUTHOLD a Town Hall Annex - 54375 Main Road - PO Box 4179 o Southold, New York 11971-0959 �� ®! Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(aD.southoldtownny.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 04/28/2025 Company Name: TRINCITY ELECTRIC INC. Electrician's Name: CLINTON COURTNEY License No.: 31841-ME Elec. email:TRINCITYELECTRICINC@HOTMAIL.COM Elec. Phone No: 718-712-4300 ®1 request an email copy of Certificate of Compliance Elec. Address.: 43 ORCHARD PLACE,VALLEY STREAM, NY 11580 JOB SITE INFORMATION (All Information Required) Name: THE TOWN OF SOUTHOLD Address: 54375 MAIN ROAD - PO BOX 1179, SOUTHOLD, NY 11971 Cross Street: Phone No.: 631-765-1802 Bldg.Permit#: email: Tax Map District: 1000 Section: 060.00 Block: 02.00 Lot: 003.002 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Prin e WIRING FOR EV CAR CHARGING STATIONS. . (1)2000 AMP SERVICE SWITCH, (6)600 AMP CIRCUIT BREAKERS (6)OUTLETS FOR CAR CHARGER LL Square Footage: Circle All That Apply: Is job ready for inspection?: ® YES NO ®Rough In ® Final Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (All information required) Service Size1:11 Ph[\/]3 Ph Size: 2000 A #Meters 1 Old Meter# 0 [ New Service Fire Reconnect OFlood ReconnectOService Reconnect yUnderground DOverhead #Underground Laterals 1 F12 K4 H Frame 0 Pole Work done on Service? Y VN Additional Information: PAYMENT DUE WITH APPLICATION o g�FF01/t G ING DEPARTMENT-Electrical In or MAY - 7 2025 y� TOWN OF SOUTHOLD y x Town Hall Annex- 54375 Main Road - PO Box�'F,179'; ti. ....-91osd, Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 1 i lamesh(cb-southoldtownny.gov - sea nd(cD-southoldtown ny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 04/28/2025 Company Name: TRINCITY ELECTRIC INC. Electrician's Name: CLINTON COURTNEY License No.: 31841-ME Elec. email:TRINCITYELECTRICINC@HOTMAIL.COM Elec. Phone No: 718-712-4300 . ®1 request an email copy of Certificate of Compliance Elec. Address.: 43 ORCHARD PLACE,VALLEY STREAM, NY 11580 JOB SITE INFORMATION (All Information Required) Name: THE TOWN OF SOUTHOLD Address: 54375 MAIN ROAD-PO BOX 1179, SOUTHOLD, NY 11971 Cross Street: Phone No.: 631-765-1802 Bldg.Permit#: email: Tax Map District: 1000 Section: 060.00 Block: 02.00 Lot: 003.002 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTA E (Please P 'nt Clearly): WIRING FOR EV CAR CHARGING STATIONS. a/' il !� (1)2000 AMP SERVICE SWITCH,(6)600 AMP CIRCUIT BREAKERS a (6)OUTLETS FOR CAR CHARGER Square Footage: Circle All That Apply: Is job ready for inspection?: ® YES❑NO Rough In ® Final Do you need a Temp Certificate?: YES❑NO Issued On Temp information: (All information required) Service Size❑1 PhF,/13 Ph Size: 2000 A #Meters 1 Old Meter# 0 EdNew Service0 Fire ReconnectE]Flood ReconnectOService Reconnect gUnderground Overhead #Underground Laterals JAI n2 Pf H Frame 11 Pole Work done on Service? n Y &41N Additional Information: PAYMENT DUE WITH APPLICATION Dewberry® TRANSMITTAL DATE: September 27, 2024 ® E C E 0 U E PROJECT NAME: ClearBlue—Southold, NY fl PROJECT#: 50165658/50180381 fl S E P 3 0 2024 RE: Building permit and Electrical permit applications—54375 Main Road, Southold, - NY 11971 BetliKng Department TO: Town of Southold Building Dept Town Hall Annex 54375 Main Road Southold, NY 1 1 971-0959 PHONE: 631-765-1802 SMIT VIA ® eING Separate cover Pick up X Prints Product literature US:mail Overnight carrier �,Co'pies ° Computations Messenger Hand delivery Reports CDs/DVDs X, FedEx Studies Other(check)" jiReproducible � . . ®• � j ® • 6 9/27/24 Building Permit applications 6 9/27/24 Electrical,Permit,applications 4 9/3/24 Construction plan drawings(11"x17") 1 _ 8/19/24 . Authorization/Resolutiom2024-724(authorizing Dewberry to sign on behalf ofthe•Town) 1 - Certificate of Insurance(NYS Disability and Paid Family Leave) �- 1 =` Certificate of Liability Insurance' 1 - Certificate of NYWS Workers'Comp i .Clinton P.Courtney(Master Electrician,License) Per your request For review&comment For revision&submission Other X For approval For"YQ u_r file%use For.distribution Received: Signed: Hugo Justiniano, P.E. Dewberry Engineers, Inc. 2951 Flowers Road South, SYe 102 Atlanta, GA 30341 If enclosures are not as noted, please notify us at once 1 0 F 1 G� APPROVED AS NOTED pA�• -i 2 e.P 3 q. COMPLY WITH ALL CODES OF YORFEE .I+50°°B�: NEW REQUIRE A DTATE�COONDITIONSDES OF WnFY BUILDING DEPARTMENT AT em 76ri,iaw 6AM TO 4PM FOR THE FOLLOWING INSPECTIONS! WAM FOUNDATION-TWO REQUIRED FOR POURED CONCRETE KYS�,O� ROUGH-FRAMING&PLUMBING StK1IIIQL wv INSULATION FINAL.CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL coNSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW ELECTRICAL Y OR�RESPONSIBLE ROR INSPECTION REQUIRED iCESM Additional Cerdficatioll May Be ReegUired. All exterior lighting Installed,replaced or repaired shalt conform to Chapter M of the Town Code .~electrify Ail— amenca ELECTRIFY LLC 2003 EDMUND HALLEY LLEY DRIVE, E.SUITE 200 RESTON.VA 20191 electri fy EerBlue r� :] omer1cci Dewberry N _ SUITE 7 Dewberry Engineers Inc. S� � � 99 SUMMER STREET 0Q BOSTON.MA 02110 PHONE:617.6%3400 FAX:617.695.3310 SITE ADDRESS: 54375 MAIN ROAD -,"oF N-f- SOUTHOLD, NY 11971 �gOIs i,.�T C i. SITE NUMBER: 701192 il,� 0875 SITE INFORMATION APPLICABLE CODES PROJECT DESCRIPTION ZONING INFORMATION DRAWING INDEX LpNP`' EV SITE ADDRESS: ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: INSTALL(1) UTILITY TRANSFORMER PERMITTING JURISDICTION: TOWN OF SOUTHOLD 09/03/24 SHT. N0. SHEET TITLE 54375 MAIN ROAD NEW YORK UNIFORM BUILDING h ENERGY CODES, CONSISTENT WITH THE INSTALL(1) 2000A EV-2 SWITCHBOARD SOUTHOLD.NY 11971 INSTALL(8) 360KW BTC GEN IV DISPENSERS APN: 1000-060.00-02.00-003.002 FOLLOWING CODES: INSTALL(3) 36OKW BTC GEN IV POWER UNITS T-1 TITLE SHEET DRAWN BY: JG PROPERTY OWNER: ZONING: He-HAMLET BuslNEss THE TOWN OF SOUTHOLD 2020 BUILDING CODE OF NYS (IBC 2018 W/AMENDMENTS). P.O. BOX 1179 2020 ENERGY CONSERVATION CODE OF NYS (IE CHECKED CC 2018 W/AMENDMENTS). DISTRICT NO.: 1000 GN-1 GENERAL NOTES I D BY: DER SOUTHOLD,NY 11971 2017 NATIONAL ELECTRIC CODE (NEC). GN-2 GENERAL NOTES II SECTION NO.: 060.00 PARCEL ID: IN THE EVENT OF CONFLICT, THE MOST RESTRICTIVE CODE SHALL PREVAIL. 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 50165658 SUFFOLK COUNTY C-2 DEMOLITION SITE PLAN JOB /: 50180381 C-3 ENLARGED SITE PLAN LATITUDE*: AERIAL MAP LOCATION MAP 41'03' 58.05'N C-4 ENLARGED PROPOSED EQUIPMENT LAYOUT C-5 CONSTRUCTION DETAILS I SUBMITTALS LONGITUDE*: 72'25'38.99' W Y C-6 CONSTRUCTION DETAILS II REV. DATE DESCRIPTION -BASED ON GOOGLE EARTH C-7 CONSTRUCTION DETAILS III ENGINEER CONTACT: c-a CONSTRUCTION DETAILS IV HUGO JUSTINUINO,PE .rl DEWBERRY ENGINEERS INC. • J.` C-9 CONSTRUCTION DETAILS V y,�S (919)434-9742 �L E-1 ONE-UNE DIAGRAM UC.t 087547 a/` HJUSTINIANOODEWBERRY.COM �' ' � !' 1, "s E-2 ELECTRICAL DETAILS 1 1 09/03/24 ISSUED FOR FINAL CONSTRUCTION CONTACT: P E-3 ELECTRICAL DETAILS II 0 07/16/24 ISSUED FOR FINAL JASON MILLS - ' REVIEW CLEARBLUE INFRASTRUCTURE GROUP ✓F A 03/20/24 ISSUED FOR 901L (705) 327-5302 JMILLSOCBIGRP.COM SITE SITE G-1 GROUNDING SCHEMATIC h DETAILS .A" SITE NAME: ELECTRIFY AMERICA MANAGER: , SP-1 STAGING PLAN JOSH HOLLAND.PMP NYPA — SOUTHOLD ELECTRIFY AMERICA,LLC (SITE NUMBER: 701192) (571)752-7150 > - _ ` 1 OF 1 PROPERTY SURVEY(FOR REFERENCE ONLY) JOSH.HOLLANDOELECTRIFYAMERICA.COM ,�. _ • "'., w� 1 OF 1 PLAN REFERENCE ONLY PHOTOMETRIC ( ) SITE ADDRESS: POWER COMPANY: p BEFORE SCALING PSEG-U � � F 4 ' 54375 MAIN ROAD KEN MUCCI >�. SOUTHOLD, NY 11971 (516) 779-5754 - CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND KENNETH.M000IOPSEC.COM CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ELECTRIFY WORK ORDER: 9-180998 `� � Pp AMERICA REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH Iw THE WORK OR BE RESPONSIBLE FOR SAME. SHEEP TITLE CONTRACTOR NOTE "E , . _ CALL BEFORE YOU DIG CONTRACTOR SHALL COMPLETE INSTALL PER THE SIGNED -'Y, ; _" TITLE SHEET R AND SEALED SET OF DRAWINGS.ANY NECESSARY i i DEVIATIONS FROM THE DRAWINGS MUST BE SUBMITTED UNDERGROUND SERVICE ALERT THROUGH AN RFl REQUEST PROCESS WITH ENGINEERING L !� '� UTILITY NOTIFICATION CENTER FOR AN APPROVAL PRIOR TO CONTRACTOR PROCEEDING 4'1 811 OR 1-B00-272-4480 SHEET NUMBER WITH A DEVIATION OF THE SIGNED AND SEALED SET OF - 6 DRAWINGS. 3 .. F�1 3 WORKING DAYS UfnUTYCONSTRUCTION NOTIFICATION 1 N y 1Y PRIOR TO CONSTRUCTION T— 1 GENERAL CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES CONT. ELECTRICAL NOTES CONT. 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS,SHALL APPLY GENERAL 22. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELEC71C, AND OTHER UTILITIES, WHICH INTERFERE WITH THE B. THE CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE: �eleC CONTRACTOR: XXX EXECUTION OF THE WORK frif SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE y 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 amenca 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. ELECTRIFY AMERICA,LLC 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 9. CONDUCTORS: CONTRACTOR SHALL USE SEX CONDUCTIVITY COPPER OR ALUMINUM WITH TYPE(THWN-2) 2003 EDMUND HALLEY DRIVE,SUITE 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 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. Fle.AeBl .e TO THE COMMENCEMENT OF WORK. 25. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. FROZEN MATERIALS, SNOW OR iLI�RASTFUCTtlRfGROUP 12. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. 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. 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 COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 80 PERCENT STANDARD PROCTOR PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. AUTHORITY REGARDING THE PERFORMANCE OF WORK. DENSITY IN OPEN SPACE. ALL TRENCHES IN PUBLIC RIGHT OF WAY SHALL BE BACKFlLLED WITH PLOWABLE CONTRACTOR IS TO PROVIDE ALL ELECTRICAL EQUIPMENT UNLESS OTHERWISE DIRECTED. Dewberry 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. SUITE 700 APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE 28. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP DRAWINGS,AND OTHER 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF BOSTON.MA 02110 CONSTRUCTION. PHONE:617.695.3400 DRAWINGS. 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 WHICH MAY HAVE NCR- CONTRACTOR ' VERIFY DIMENSIONS, SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE 30. THE CONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION. INCLUDE THE REPLACEMENT OR THE REPAIR OF ANY OTHER PHASE OF THE INSTALLATION, OF'�� 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, BEEN DAMAGED THEREIN. AO , JUSTy 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. 33. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR 1B. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES BOXES, COVER PLATES AND DEVICES FOR ALL 0 LU B. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S CONSTRUCTION. IF CONTRACTOR CANNOT OBTAIN A PERMIT, THEY MUST NOTIFY THE GENERAL CONTRACTOR OUTLETS AS INDICATED. l RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. IMMEDIATELY. 19. TRENCHING AND BACKFILU 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 BACKFILLING AND COMPACTION. REFER TO GENERAL SITE BOA 087FJ 34. THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS. SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE ENGINEER PRIOR TO WORK NOTES. 35. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS AND/OR DRAWINGS PROVIDED 09/03/24 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 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 PROJECT 111: 50165658 13. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF 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 ALL APPLICABLE SPECIFICATIONS. IF ANY 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. / JOB III: 50180381 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. 14. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO 25. ALL CONNECTIONS EXCEPT THE EV CHARGE CABLE TERMINATION IN THE CHARGE POST SHALL BE MADE SUBMITTALS NOT PROCEED WITH THAT PORTION OF WORK UNTIL THE 'CONSTRUCTION MANAGER' HAS DIRECTED THE REV. DATE DESCRIPTION COMMENCEMENT OF WORK. 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. CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TO THE OF THE OWNER. 26. ALL EXTERIOR AND INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID UNLESS SPECIFIED OTHERWISE. ALL COST THEREOF. THE CONDITION OF EXISTING ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., THAT ARE PART OF 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 27. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC, MEETING OR EXCEEDING NEMA TC2 - 1990. THE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE CONTRACTOR OF PERFORMING ALL WORK 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 18. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF SEPARATE PULL STRINGS - 200 LEIS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A 0 07/16/24 ISSUED FOR FINAL 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES A 03/20/24 ISSUED FOR 90X REVIEW 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 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-B: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. PERMISSION OF THE OWNER. INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS. 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 TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING THE 33. ALL MATERIALS AND EQUIPMENT SUPPLIED AND INSTALLED BY THE CONTRACTOR SHOULD BE NEW AND UNUSED. EQUIPMENT. 7. THE TERM 'PROVIDE' USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT THE SHEET NUMBER CONTRACTOR SHALL FURNISH AND INSTALL. G N- 1 GENERAL SITE WORK NOTES GENERAL SITE WORK NOTES CONT. GENERAL SITE WORK NOTES CONT. PART 1 - GENERAL .� PART 2 - PRODUCTS (CONTINUED) i -�electr�fy 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: 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 amenca 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 CEMENTITIOUS MATERIAL COMPOSED OF SAND, COARSE AGGREGATE, CEMENT, FLY ASH, WATER REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENCH WALLS. ELECTRIFY AMERICA.LLC A. DOT(STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR HIGHWAY B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTSIDE EDGE OF THE 2003 EDMUND HALLEY DRIVE,SUITE 200 CONSTRUCTION-CURRENT EDITION). AND ADMIXTURES. CLSM SHALL BE EXCAVATABLE AND SHALL HAVE A DESIGNED UNCONFINED RESTON,VA 20191 COMPRESSIVE STRENGTH OF BETWEEN 50 TO 100 PSI. OUTERMOST CONDUIT. B. AASHTO (AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS) C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED, EXCAVATE 6. BACKFlLL- PRODUCTS MEETING THE REQUIREMENTS OF SUITABLE MATERIAL.GRANULAR BEDDING,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 ' Q. �[� u^� 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 �+ - IHPRr51RUCTJRF•6POU0 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 CONTROL MEASURES.THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFlLLING. CONDITION THAT IN THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ALL TIMES. C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFlLLING. BACKFlLL AND COMPACT TRENCH BEFORE WHO SHALL CARRY OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER 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. IT IS THE ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. CONDUCT UTILITY LOCATE IN 99 SUMMER STREET D. PLACE GRANULAR TRENCH BACKFlLL UNIFORMLY ON BOTH SIDES OF THE CONDUITS IN 6-INCH SUITE 700 GENERAL CONTRACTOR(S) RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING ACCORDANCE WITH THE ONE-CALL NOTIFICATION UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM AND TAMP BACKFl PHONE LL INTO ,MA02110 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 - . . 8-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED SURFACE GRADE. OF THE CONTRACT. ORIGINAL GROUND SURFACE: ROOTS, STUMPS,AND OTHER DEBRIS, BRUSH, AND REFUSE EMBEDDED Ov G. COMPACT FINAL TRENCH BACKFlLL TO A DENSITY EQUAL TO OR GREATER THAN THAT OF THE p`�: •V}. B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES,STRUCTURES,TREES, AND SHRUBS IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREA TO A DEPTH EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH. �� A$. Ju`ST On DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT OF NO LESS THAN 6 INCHES,AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. DEBRIS THEREBY EXPOSED. 5. FINISH GRADING: T2j� 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, 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 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. $ . 0875 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 DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF F. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEPRESSIONS RESULTING FROM CONSTRUCTION OF FILLS, EMBANKMENTS AND FOR REPLACEMENT OF REMOVED UNSUITABLE CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK. MATERIALS. 09/03/24 CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE MATERIAL 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 : 501fi5s5s INDICATED ON THE DRAWINGS. 7. STAGING: FROST, USE STRAW UNTIL SOD CAN BE INSTALLED. I. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BACKFlLL. ALL EXCESS K. THE GENERAL CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS, EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF-SITE IN A LEGAL MANNER. A. WORK / STAGING AREA TO BE CONFIRMED AT PRE-CONSTRUCTION SITE MEETING AND SURROUNDED JOB a: 50160381 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. REQUIRED TO PREVENT CAVING OR SLOUGHING OF EXCAVATION. B. POSSIBLE LOCATION FOR TEMPORARY DRIVE AISLE CLOSURE DURING CONSTRUCTION. SUBMITTALS 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. 0 07/16/24 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-1 03/20/241 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 S-INCHES LOOSE THICKNESS AND COMPACT TO THE (OR EQUAL) TOP RAIL 1.66 IN OD, 2.27 NO. 9 GAGE, 0.148' t 0.00', TEL:1-800-231-7275 SOILS. SAME DENSITY AS NATIVE SOIL. WHERE HAND OPERATED COMPACTORS ARE USED, THE FILL FASTEN TO INTERIOR SIDE LB/Fr GALVANIZED STEEL SITE NAME: FINISHED SIZE GALVANIZED 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, TOP OF FENCE. DO NOT FASTEN PIPE (TYP) AND BOTTOM SELVAGES TO BOTTOM RAIL OF FENCE.) NYPA - SOUTHOLD REFUSE, OR PARTICLES SIZES GREATER THAN 3-INCH. SOILS THAT ARE T00 WET OR TOO DRY TO BE 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 54375 MAIN ROAD COMPACTIVE EFFORT TO MEET THE COMPACTION REQUIREMENTS. b SOUTHOTHOLD, NY 11971 I SIEVE SIZE TOTAL PERCENT PASSING SHEET TITLE 1 1/2 INCH (37.5 MM) 100 NO.4 (4.75 MM) 30 TO 60 IL GENERAL NOTES II NO 200 (0.075 MM) 3 TO 15 PROVIDE WEIGHTED TEMPORARY ASPHALT PAVIN 8-0° FENCE ANCHORS FROM START (TYP) SHEET NUMBER TRAFFIC PRODUCT CODE 12150 OR ENGINEER APPROVED EQUAL TEL• G N—2 (088) 607-9683 TEMPORARY FENCE DETAIL NO SCALE REINFORCED CONCRETE NOTES CONCRETE SIDEWALK CONSTRUCTION REQUIREMENTS POST-INSTALLED ANCHORS ` REINFORCED CONCRETE NOTES: i 1. PLACING AND FINISHING CONCRETE POST-INSTALLED ANCHORS: THE CONTRACTOR SHALL PROVIDE ADEQUATE TOOLS AND EQUIPMENT TO PRODUCE QUAUTY WORKMANSHIP lvelectrify .. 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE ELEMENTS SHALL CONFORM TO THE LATEST 1. EXCEPT WHERE INDICATED ON THE DRAWINGS, POST-INSTALLED ANCHORS SHALL CONSIST OF 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 america 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): COURSE BROOM FINISH TRANSVERSE TO THE SLOPE OF THE SIDEWALK OR RAMP. NO 'PLASTERING' OF THE ELECTRIFY LLEYAME DRVE,S 2. DO NOT USE RETEMPERED CONCRETE, OR ADD WATER TO READY-MIX CONCRETE AT THE JOB 2003 EDMUND HALLEY DRIVE,SURE 200 SITE. MIX DESIGN SHALL BE APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING SURFACE SHALL BE PERMITTED. RESTON,VA 20191 CONCRETE. APPLICATION ANCHORING SYSTEM ICC-ES REPORT 3. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL 2. CONTRACTION JOINTS ANCHORAGE TO CONCRETE HILTI HY 200 V3 ADHESIVE W SAFE SET ESR-4868 HAVE 4000 PSI STRENGTH AT 28 DAYS. NON-AIR ENTRAINED CONCRETE TO BE USED ONLY HOLLOW DRILL BIT INSTALLATION _ 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 Cl^CarBlue 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 HILT] RE 500 V3 ADHESIVE w SAFE SET ESR-3814 ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. HOLLOW DRILL BIT INSTALLATION 1!1_fRASTRUCTURC 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 HILT] KWIK-X DUAL ACTION ANCHOR ESR-5065 5. THE FOLLOWING MATERIALS SHALL BE USED: CRACKS, REGARDLESS OF THE TIME OR WEATHER. HILT] KWIK BOLT TZ 2 ESR-4266 PORTLAND CEMENT: ASTM C 150,TYPE I HILTI KWIK HUS EZ ESR-3027 Dewberry® REINFORCEMENT: ASTM A 515,GRADE 50 3. EXPANSION JOINTS NORMAL WEIGHT AGGREGATE: ASTM C 33 REBAR DOWELING HILTI RE 500 V3 ADHESIVE W SAFE SET ESR-3814 EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE SIDEWALK ABUTS EXISTING HOLLOW DRILL BIT INSTALLATION Dewberry Engineers Inc. WATER: DRINKABLE CONCRETE CURBS, DRIVEWAYS, AND SIMILAR STRUCTURES,AND EVERY TWO HUNDRED FIFTY FEET AND AS 99 SUMMER STREET ADMIXTURES: NON-CHLORIDE CONTAINING SUITE 700 SHOWN ON APPROVED PLANS. EXPANSION JOINTS SHALL BE FORMED WITH ONE-HALF. HILTI HY 200 V3 ADHESIVE w SAFE SET ESR-4868 BOSTON,MA 02110 6. REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH 'DETAILING MANUAL-2004 PUBLICATION HOLLOW DRILL BIT INSTALLATION PHONE:617.695.3400 SP-66' AND 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', ACI-318-08. FAX:617.695.3310 ANCHORAGE TO SOLID HILTI 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. GROUNDING NOTES HILT! KWIK HUS EZ ESR-3027 B. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL ANCHORAGE TO HOLLOW / HILT] HY 270 ADHESIVE WITH SCREEN TUBE ESR-4143, Y UNLESS SHOWN OTHERWISE ON DRAWINGS: MULTI-WYTHE MASONRY ESR-4144 CONCRETE CAST AGAINST EARTH: 3 IN. 1. COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. By JC�o. y CONCRETE EXPOSED TO EARTH OR WEATHER: #6 AND LARGER 2 IN. 2. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY r '" R 2. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG AND STEEL COAT HILTI OR SUCH OTHER METHOD AS APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. IN {IS AND SMALLER k 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 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 FQA. 0875 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, ` WEATHER OR NOT CASs AGAINST THE GROUND: BEAMS AND COLUMNS 1-1/2 INCLUDING AN ICC-ES REPORT SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE, jd'NA IN. SEISMIC USE, LOAD RESISTANCE, INSTALLATION CATEGORY, IN-SERVICE TEMPERATURE, 09/0.3/24 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 PROCEDURE. THE ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S CORE BIT WITH ROUGHENING TOOL SHALL BE PERMITTED AFTER ENGINEERS OF RECORD RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. NO REBAR SHALL APPROVAL UNLESS OTHERWISE SHOWN ON THE DRAWINGS, ALL HOLES MUST BE DRILLED BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. PERPENDICULAR TO THE CONCRETE SURFACE. CHECKED BY: DER 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: Hi 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 A: 50165658 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/: 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 t 09/03/24 ISSUED FOR FINAL . 19. DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING AND SETTING 0 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. I A 03/20/24 ISSUED FOR 9OX 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 39 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. SITE 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 ,- :_• MACC2ESS01BLE , LEGEND • i `velecfrify /:-=•- _ — — APPROXIMATE PROPERTY LINE amenca CONTRACTOR TO HAND —__—__` ADJOINER /_" •� DIG AROUND EXISTING ELECTRIFY AMERICA,LLC UTILITIES ---------- EASEMENT 2003 EDMUND HALLEY DRIVE,SUITE 200 UNDERGROUND ELECTRIC RESTON•VA 20191; -, ^,� \-;•:••. UNDERGROUND WATER --. J�`,�S OVERHEAD UTILITY _ m ~ —snn—sna— UNDERGROUND STORM WATER INFPA57RUCTURE ONOUP • J `� 'O vm 4Rt2 - GRAVEL '.� -�' ✓ /yI� �fi'�`----" $ �m?r to � GRATE INLET - STREET LIGHT 11 Dewberry EY-c?I��' /� i �� ✓ / GR IN\\\ i \ p �X oa WATER VALVE \\o E ELECTRIC METER /jS� �• ala�� \/ ' \M ii` 5G O ELECTRIC OUTLET Dewberry Engin99SUMooRSTREEr Existing Tree tY- �,f, �N�p. / \sty, (Typ.) / / - �`- �� `�\ -'i� MA 02110 PHONE:617.695.3400 FAX:617.695.3310 dip Existing Sign R• '-- // y X- r \/ ME TOWN OF SOUMOLD \ o \•--. n (Typ.) / L/BER 13024,PAGE 359 :P .• � qy Approximate Location C peP MN 1000-060.00-02.00-OOJ002 \\ 2 Of Existing Overhead O`'16►�/ / c`o Utility Line (Typ.) �P��.�• J(/S`�. �O� - - ":�Og-3''`' ',•'="'/ \ Q1 / Approximate Location Of - Existing Underground Water _ r` \ Fs� -Si b �•_q41_: :?_`': -/ \ day / Line (Typ.) / _P APPROXIMATE LOCATION O /'.- YI --.• / / tt \ -=:_, .- b OF PROPOSED UTILITY Z ^\ PROPOSED PRIMARY UNDERGROUND "_'�-'' °•s- / POLE (BY UTILITY) CONDUITS ROUTED FROM PROPOSED // C_B UTILITY POLE TO PROPOSED TOG-24.45' \\ \%=- -- _ TRANSFORMER (APPROX. 80 LF) 11 �„� \ Q87$ CURB INLET Existing Concrete I�NACCESSrB� / _ `� Sidewalk (Typ.) I�Q' 2.4 `, } 09/03/24 sM ` Existing Asphalt Area YI � � o DRAWN BY: JG (Typ.) 1 \� \ \yE�- \ 4. CHECKED BY, DER SJ,V 1 E�.'�' \`\ \ \ Approximate Location Of �� �,^-�Fy£ ` APPROVED BY: HJ LE Existing Utility \ Ott � 1 r----'� Approximate Location Of'� (Typ.) Existing Storm Water Lina ,� ELE (Typ-) yp) `\�.� 1 -�_ELE�� Existing Underground ��s j PolePROJECT�: 50165658 \ T I — Electric Line (Typ.) GRATE INLET o 4 TOGe23.04 0 0 ti \ JOB�: 501B03B1 \ C-4 12"PP FL HW=19.54 12'PP FL Nf=1294' I' / \ (TO BE PROTECTED) 11 \ SUBMITTALS \ Existing Light I / Post (Typ.) ` 1P REV. DATE I DESCRIPTION \ /Exist)ng Bollard 1 -r > \ (Typ.) 9. / / \ \ % \�1\ / \ 1 09/03/24 ISSUED FOR FINAL \ %. ��\ \ 0 07/16/24 ISSUED FOR FINAL \ `\ I A 103/20/241 ISSUED FOR SOX REVIEW / SITE NAME: COZY CORP 79 NYPA — SOUTHOLD BE 29 OF A�S� APN: race-osa.00-o2.eo-aoa.000 0? PP / (SITE NUMBER: 701192) APN: 1000-060.00-02.00-001.000 \ i / / / 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�r / 1'=10'FOR 22'x34' \ Existing Property Line (Typ.) 0' 10' 20' \ \ / SHEET NUMBER DEMO QUANTITIES TABLE Existing Concrete Sidewalk (Typ.) I / / d- electrify e' o '�i��� ASPHALT 640 SO FT+/- 0 amenca v r• - r_ _ PARKING LINES GRINDING .�`A. _•- ELECTRIFY AMERICA.LLC 2003 EDMUND HALLEY DRIVE,SURE 200 CURB N/A RESTON,VA 20191 - --• _ - LANDSCAPING N/A / -•-_e / e - I CONCRETE SIDE WALK 12 SQ FT _R Existing Tree (Typ.) _ i� _ o �_ l e-ArBl ue (TO BE PROTECTED 1\ -- '/S.On` �� \.' § - m"A51RUndRE GROUP DURING CONSTRUCTION) • � NOTES Existing Utility o 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 THAN EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK.Existing . / _ �_ 9 Dewberry Engineers Inc , 99 SUMMER STREET Asphalt / -.-J'- 2. ALL QUANTITIES LISTED IN DEMOLITION PLAN SHEET ARE ONLY SUITE700 APPROXIMATIONS.THE CONTRACTOR SHALL VERIFY ALL QUANTITIES BOSTON,MA02110 BEFORE BIDDING. PHONE:617.695.3400 FAX:617.695.3310 3. TRENCHING IS TO BE USED EXCEPT IN HEAVY TRAFFIC AREAS, MAIN w�� PIN, I / / / / -/ / / / / _" _ ' DRIVE AISLES AND ACROSS STORE ENTRANCE. PCjQ`` •--- 1 Area APPROXIMATE LOCATION OF 10 EXISTING PROPERTY LINE // �� 'O. 1 \ / 0875 Illy o= 09/03/24 DRAWN BY: JG CHECKED BY: DER HJ Y `A- �C' \\ � v. �` ' _` \ � PROJECT 8: 50165656 Joe_ E: 501e0391 _'25��- - - \ / \ _ d^ O, ..�• y-. �. ! Existing Parking Striping `, ��v _ _ \ SUBMITTALS s--.\�.�-•/� (TO BE REMOVED BY _.9-. 'Y y�• REV. DATE DESCRIP710N\ GRINDING) (TYP.) // \ Approximate Location Of \\ Existing Underground Water st\\ \\ -_- \ / '•� '"F' �� \\ Line (TYF)� \ \�Y` �L \ O;U 1 09/03/24 ISSUED FOR FINAL 0 11 07/16/24 ISSUED FOR FINAL -'� - A 03/20/24 ISSUED FOR 9OX REVIEW a' \ Existing ///� \�9 , \- o•- o' Asphalt Area J Existing Parking \\ \ `'" /// •/ y \ / (Typ. ) Striping (Typ.) 1\ \ \/ , SITE NAME: \ / /�/ o NYPA — SOUTHOLD (SITE NUMBER: 701192) \ 1 0-- SITE ADDRESS: 54375 MAIN ROAD SOUTHOLD, NY 11971 SHEET TITLE DEMOLITION SITE DEMOLITION SITE PLAN SCALE 1' 1'm10'FOR 11'x17' �,\ \ 11 \ �t�, \ PLAN =5' FOR 22x34' 1 0' S' 10, ` \\ �S- SHEET NUMBER 1 '\. C-2 Existing Concrete PROPOSED DISPENSERS 1 PROPOSED UTILITY Sidewalk (Typ.) i E-2 TRANSFORMER; COORLITY DINATE - - y CHARGE POST 360KW CABLE TYPE ��electrify WITH FINAL NUMBER j amenca 1A 1• CCS R , 1• CCS ELECTRIFY AMERICA,LLC C-4 ``\\��- ' - 1 B 2003 EDMUND HALLEY DRIVE,SURE 200 _•S� 2A 1• CCS RESTON,VA 20191 2 PROPOSED e POWER CABINET 2B 1• CCS i _ C-5 (TYP.-3) � _ /' � -� \ 3A 1• CCSPROPOSED - '-/i. _ TREX FENCING 1-2 0 3B 1• CCS C1earglue'2 PROPOSED CONDUITS ROUTED / �.� _ C_g UNDERGROUND FROM POWER t90 LF ttICPASi RVCi JRE 6FauP C-8 CABINETS TO BTC DISPENSERS r_ <3 \ *SHARED 36OKW OUTPUT PROPOSED "NO PARKING _ p�" a I- -� \\ K2-33y 5 EXCEPT WHILE CHARGING-AND \ "-- d"_ _ __ PROPOSED METERC-6 C-6 EVOLVE NY SIGNAGE (TO BE ,/"/ / ` e- '! / a MOUNTED POLE MOUNTED) (TYPE 4) TRANSFORMER � PROJECT STALL COUNT Dewberry® �' 1 F'_ \ TRA S AEXISTING STLL COUNT B DeWb@TTY Engineers99 SUMMER STREET PROPOSED STALL COUNT 6 ^\ �2'-3• VVV / \ /- _ o SURE 700 Existing Tree (Typ.) `�`�\v y •y d _ Z \-- _ Existing Utility NET PARKING STALL CHANGE _2 BOSTON,MA02110 1 95-3400 (TO BE PROTECTED ` P.� l _ - - / _ t� _ ` _ \ Pole (Typ.) I FAX:6176953310 C-7 DURING CONSTRUCTION) . _ PROPOSED LIGHT POLE WITH �PSP F I - _ �_ _ - - \ \-a\\ KEYNOTES �` _ 1 5 2 •NO PARKING EXCEPT WHILE l -".- o , - GCF \ " CHARGING' SIGNAGE AND EVOLVE 1. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE O �� C-6 c-6 C-7 NY BANNER MOUNTED ON 1) 1•-6• -- i/� /��y^ . _ E THE FIRST WINTER FROST. DETERMINE WHEN THE FIRST FROST ���� J(fs�• �a� (TYP--1) FROM SIDEWALK TO _ _ _ :-•% -� -{( 'y�' "� _ �L _ / �U�/ `* o _-•. USUALLY OCCURS,AND PLANT THE SOD NO LATER THAN ONE � Q, �•'S� Approximate Location Of CHARGER FOUNDATIO - / ` I -.` - � _ e y- t MONTH BEFORE THE FIRST FROST-. IF THE CONSTRUCTION IS Existing Property LIns-� \ / ° �o, ° �� �` \ - FINISHED LATER THAN ONE MONTH BEFORE THE FIRST FROST, 4 (Typ.) 1 2'-1' - ' USE STRAW UNTIL SOD CAN BE INSTALLED. ►' 7 PROPOSED EV I 1 - .P; ° \ a� - L ° PROPOSED TRIX ; - 2. THE CONTRACTOR SHALL RETURN SIDEWALKS, LANDSCAPING, m w! C-5 CHARGING DISPENSER / \ - -Q,�r�8 ` 10'-B• WIDE 1 _ _ PLANTERS, IRRIGATION SYSTEMS,AND ANY OTHER FACILITIES Z DOUBLE GATE 0-9 \•-.�`-: DISTURBED BY THE WORK TO THE SAME OR BETTER CONDITION _ - ' THAN EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK. A B75 ,r�fi PROPOSED DISABLED _ i/ � r } -'i.• - ACCESS, ACCESSIBLE, 'NO �1 / /2'-2• �^ r ° 0� PROPOSED SECONDARY CONDUITS \- - IONP �V 'o �- O, `� `L �2, 3. HAND DIG TRENCH IN PROJECT LOCATION TO AVOID EXISTINGPARKING EXCEPT WHILE v / 5t / 2-3' ✓ ROUTED UNDERGROUND FROM 09/03/24 CHARGING' AND EVOLVE NYTRANSFORMER TO SWITCHBOARDc� UNDERGROUND CONDITIONS. CONTACT ENGINEER IF \SIGNAGE (TYP.-1) ° UNDERGROUND CONDITIONS CONFLICT WITH PROPOSED ��% ( `A`r ` ,�` \ INSTALLATION. VY/2'-1/uG� � �RG��G � PROPOSED 1 � \� \ JG SWITCHBOARD E-3 I \ G \ 4. PROPOSED ACCESSIBLE STALL AND ACCESS AISLE SHALL NOT DRAWN BY: / N 7� t�G y. �" �� a; EXCEED 2% MAX SLOPE IN ANY DIRECTION. ACCESS AISLE / GO j,.� ��UUU��� �1, V �`I // SHALL BE PAINTED WHITE WITH HATCH LINES SPACED A CHECKED B R Y: D ° G �6 ` I `� \ MAXIMUM OF 35• (INCHES). PAINTED LETTERING SHALL BE A MINIMUM OF 12 INCHES IN HEIGHT. �► G p y PROPOSED 2 3~ \ APPROVED BY: HJ N Goa � a CONCRETE PAD C-4 °i" - � 0 0 � PROJECT g: 50165658 aQG`� g�6 PROPOSED UTILITY WARNING 4 \ %- -_•fit.-• �^ ,�,� _ �Y`r \�// BOLLARD (TYP.-9) C_5 JOB $: 50180381 to 0 � 6 i 19� SUBMITTALS 0�� G 9� / �QG REV. DATE DESCRIPTION \\ Approximate Location Of / V e�j 1'-6• � �' � Existing Underground Water (TYP.-2) *,\# 4 \ Line (TYp•) \ \ G \ ` �G 6 PROPOSED PAVEMENT 1 '• �� N /a'� MARKING (TYP.) \ 1 09/03/24 ISSUED FOR FINAL C-8 0 07/16/24 ISSUED FOR FINAL cj Existing /J A 03/20/24 ISSUED FOR 90% REVIEW J • 0. _`s� \ `� Asphalt Area� Existing Parking l (Typ') Striping (TYD�) \\ SITE NAME: \Y NYPA — SOUTHOLD . \ (SITE NUMBER: 701192) Existing Asphalt � (TO BE REGRADED AS NEEDED) \\ ll SITE ADDRESS: ,O (SEE NOTE 4) �i9 l 54375 MAIN ROAD v SOUTHOLD, NY 11971 os ll / SHEET TITLE ENLARGED SITE PLAN 1 ENLARGED SITE SCALE: 1•=10' FOR 11'xl7• \ ��.` \� Ill PLAN 1'=5'FOR 22•x34• � V 0' 5' 10, \`� \ ll SHEET NUMBER ` 1 C— PROPOSED SEE TABLE FOR PAD SIZE POWER CABINET 2 • 1'-0' (TYP:3) C-5 3YP.—' ALL SIDES PROPOSED PA THICK z 1 felectri fy (TYP.-ALL SIDES) CONCRETE PAD J5 BARS O 12' � 2'CLR F O.C. EACH WAY �B" america 1'-7' - _ _p D'_ hl _ 2�-9� GR40E ELECTR2003 EDM NDI H LLEY DRIVE,SUITE 200 �,3• I 3 4'-4'-� - \° -D /\� \ RESTON,VA 20191 ED PROPOS EV-2 2000A e SWITCHBOARD E-3 D \ / - p - - PROPOSED PREPARED SUBGRADE 'Cle. ar6lue p COMPACTED CLEAN - GRAVEL (95R STANDARD Ita(NdSYRUCIOREOROt+P PROCTOR) -p - - D PROPOSED CONCRETE PAD C24 Dewberry CONCRETE PAD DIMENSIONS 1'-0' MIN PAD TYPE CONCRETE L W t (THICKNESS) AREA (TYP.) n a/_ - - Dewberry Engineers Inc. EQUIPMENT 4000 PSI 12'-0'12'-5' B' 148.8 S.F. 99SUMMERSTREET SUITE 700 BOSTON,MA 02110 I I w D NOTES: PHONE:617.695.3400 1 I -IV)Z - FAX:617.695.3310 J 1. CONTRACTOR TO SLOPE PAD BETWEEN 0.5%TO 2% TO PROMOTE POSITIVE DRAINAGE. p _ _ ARROW SHOWN ON DETAIL 1,THIS SHEET, IS DESIGN INTENT OF DRAINAGE. n i p p 2. REINFORCEMENT SHALL MINIMUM A 3' MIN FROM EDGE OF CONCRETE (U.N.0). 3. UNDISTURBED SOIL TO MEET IBC MINIMUM SPECIFICATIONS. : hP�" :V'1. JUST �On PROPOSED TREX FENCE 13 4. SEE CONCRETE NOTES ON SHEET GN-3. O -F � {� Gp• 1,2 (SEE SHEET C-9 FOR 0'-8' fr .7 2O 5. REBAR AND CONCRETE TO FILL IN AROUND ALL CONDUIT PENETRATIONS FOR POWER � 4� C-9 POST PLACEMENT AND I SPACING) w CABINETS AND SWITCHGEAR. j, U!- 12'-5' 6. SWITCHGEAR ANCHORS SHALL BE: 5/8.0 HILT] KWIK BOLT TZ2 SS316 W/ 4' Z y EFFECTIVE EMBEDMENT(4-1/2' NOMINAL EMBEDMENT) (OR APPROVED EQUIVALENT) (TYP.-4) ��A 0875 ENLARGED PROPOSED EQUIPMENT LAYOUT CONCRETE PAD DETAIL 09/03/24 SCALE 1'=4'FOR 11'x17' I SCALE: N.T.S. L 1'-2'FOR 22'x34' DRAWN BY: JG EXISTING GRATE CHECKED BY: DER APPROVED BY' Hi I 11`I(�I'IP¶9F71`11"1 PROJECT 50165658 EXPANSION JOB 111: 50180381 1'REBAR FOR BAG I I RESTRAINT y REMOVAL FROM INLET (REBAR NOT I I I I SUBMITTALS INCLUDED) REV. DATE DESCRIPTION FOAM OVERFLOW I v SK DUMPP LOOPS LOOPS (REBAR NOT 0 INCLUDED) a 0 Q. D 1 09/03/24 ISSUED FOR FINAL 0 07/16/24 ISSUED FOR FINAL 24 ISSUED FOR 90% REVIEW 2' HOT BIT. SEAL AT SAW CUT .� A 03/20/ INSTALLATION DETAIL PAVEMENT SEAM (TYP.) SURFACE COURSE 2% SLOPE EXISTING " - (SEE NOTE 1) SURFACE - SITE NAME: °a !a NYPA — SOUTHOLD 6-8" COMPACTED NYSDOT TYPE ABCs STONE (100% STD. PROCTOR) EXISTING BASE - NOTES: (SITE NUMBER: 701192) — — — (TYP•) a 1. THIS TEMPORARY PROTECTION FOR EXISTING :6' MIN. COMPACTED SUBGRADE (100% STD. PROCTOR):II - CATCH BASIN INLETS TO BE REMOVED BY SITE ADDRESS: CONTRACTOR AFTER COMPLETION OF WORK. /\\ NOTE 54375 MAIN ROAD 2. DETAIL SIMILAR FOR ROUND INLET. SOUTHOLD, NY 11971 1. MAINTAIN EXISTING DRAINAGE PATTERNS. SLOPE TOWARD EXISTING STORM DRAIN. ASPHALT PAVEMENT DET� SHEET TITLE SCALE: N.T.B. ENLARGED PROPOSED CATCH BASIN INLET PROTECTION EQUIPMENT LAYOUT SCALE N.T.S. SHEET NUMBER C-4 r-1o" 0'-6' 0•-4„ 0'-10,. y 0'-B" �velecfrify amenca ° AIR ACCESS e m ELECTRIFY AMERICA,LLC KEEP CLEAR PROPOSED 1/2"0 HILTI KWIK BOLT TZ2 2003 EDMU S DRIVE,SURE 200 (TYP-) 1-2" SS316 W/ 3-1/4" EFFECTIVE EMBEDMENT RESTON,N,V VA A 20191 B CABINET OUTLINE (3-3/4" NOMINAL EMBEDMENT) W/ a a AIR OUTLET OVERSIZED WASHER (TYP.-4) KEEP CLEAR ' PROPOSED 1/2"0 HILTI KWIK UTILITY ACCESS 2•_0' f''1 n BOLT TZ2 SS316 W/ 3-1/4" MOUNTING PLAN •� 7 I e A r' !'•l u.b EFFECTIVE EMBEDMENT ?d V 3 PROPOSED (3-3/4" NOMINAL EMBEDMENT) MOUNTING %- % / - 1HrensigVC1UAF•GAouP BOLLARD W/OVERSIZED WASHER 5•-0• AIR VENT STUD LOCATION (2) 4" C-5 (TYP.) - (TYP.-4) �/ //_/ CONDUITS m -A_ '' - BASE Dewberry 1 'a _ _ _. Air Flow - /�iyi 1 r 1 • • a A� .-- - Clearance (Typ.) OUTLINE B j% i/�r N N i Dewberry Engineers Inc. UTILITY m �� • - I / y� ACCESS n 99 SUMMER STREET AIR .1 _ n /�%',�',r SUITE 700 �j"Aa- 0'-6.1 1 BOSTON,MA 02110 VENT -" - 0'-5"-- 1 in •' •;' 3_- _ (TYP.) PHONE:617.695.3400 \ (4) 3". (2) 1". FAX 617.695.3310 ._ "n CONDUITS 1'-8" AIR 0'-8' SEE NOTE 5 PROPOSED •10'MAX. 0'-6' INLET 0'-2' 3 BOLLARD PROPOSED 1/2"0 HILTI KWIK BOLT TZ2 0'-2" - (TYP.)"� (TYP. T t- C_5 (np.) pI�N (�P") SS315 W/ 3-1/4" EFFECTIVE EMBEDMENT 0'-3" 1 1'-,0.-. V-7" (TYP.) 0•_7' (3-3/4" NOMINAL EMBEDMENT) Of N Existing _ W/OVERSIZED WASHER (TYP-4) Grade = - - :A" � Eziskin Grade "- ° -- - �•- . s ::_.. ==n NOTES: -/• 12' M a-•• a-"• _ -- - - _ �_ / / / 1 c C NCRETE 3- I - - FOUNDATION 1. BOLLARD IS FOR WARNING PURPOSES ONLY. _ CONDUIT Y d REBAR OVERLAP -• __•�'- A'• �" • _ (TYP.) _ -! _ _ - _ -_ _ _ _ en - _ _ PLAN (L TOP & BOTTOM --' _ - _-;'0_ _ ` -`ti •" 2. CONTRACTOR TO ENSURE BOLLARD & SIGN PLACEMENT DOES NOT - _ _ _-__ _ -.4 a n �- U) (TYP-) ;,, �= - _� - _ .a _ W - - - RESTRICT CHARGER DOOR SWING. rn 4 A- - - - _ _ _ I o _ • _ #5 ® 8. O.C. CABINET WEIGHT= 1655 LBS Z _ ,A• •- _ _ - 'a W a_`_I_ • _ EACH WAY Qr. -_ _ �_° Go n•_- -= 3. TOP OF DISPENSER PAD TO BE LEVEL WITH EXISTING CURB TO A TOP & BOTTOM PROPOSED Q�7sj 11 r MAINTAIN WALKWAYS AND AVOID TRIPPING HAZARDS. 2'_5• 2 A �4 J" ,_ -•• - • --- I•� •1�• •• •- (EQUALLY SPACED) CONCRETE a PV -'a- •' - •. "• - 2'-6• FOUNDATION C-4 ION -'4 •'� . - -.-", t _ 4. SEE BTC POWER INSTALLATION AND USER'S MANUAL PAGE 17 FOR 6' CLEAN COMPACTED COMPLIANCE TO ADA STANDARDS. 09/03/24 I - - _ _ GRAVEL (TYP.) FRONT 3-(TYP) 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 AMERICA, LLC MANAGER. d5 O 8' O.C. 6. CONTRACTOR TO SEAL BOTTOM OF DISPENSER AND TOWER CABINETS CHECKED BY. DER EACH WAY BTC DC FAST CHARGER DISPENSER FOUNDATION DETAIL PER MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. BTC DC FASTER CHARGER POWER CABINET FOUNDATION DETAIL 1 2 TOP & BOTTOM SCALE: 3/8'=1' FOR 11'x17' 7. CONDUIT NOT SHOWN FOR CLARITY. SCALE N.T.S. APPROVED BY: HJ (EQUALLY SPACED) 3/4'=1'FOR 22'x34' ' 0' 1' 2' 3' B. CONTRACTOR TO FIELD VERIFY THE ANCHOR SPACING PER PROJECT J: 50165658 MANUFACTURER'S INSTALLATION MANUAL. JOB f: 50180381 ANSI Z535.2-2017 YELLOW SUP COVER ANSI Z SUP COVER 7 SUBMITTALS YELLOW SUP C REV. DATE DESCRIPTION 3" SCHEDULE 80 STEEL PIPE FILLED WITH CONCRETE 3"SCHEDULE 80 STEEL PIPE FILLED WITH CONCRETE nn NOTES: MO.39"xo.59" SCREW o M0.39"x0.59" SCREW o 1. BOLLARD IS FOR WARNING (TYP.-3) (TYP.3) PURPOSE ONLY. 1 09/03/24 ISSUED FOR FINAL 2. BOLLARD DETAIL FOR BOLLARDS 0 07/16/24 ISSUED FOR FINAL DISPENSER Existing Grade AROUND ELECTRIFY AMERICA FOUNDATION EQUIPMENT. p 03/20/24 ISSUED FOR 90% REVIEW 1.5'• 1.5 3. CONTRACTOR TO PROVIDE (2) _ 6' LONG, 1/2" THICK FOAM SITE NAME __ _ •I_- =}' STRIPS CROSSED OVER TOP OF NOTES: n , '.I -!• - STEEL PIPE TO STABILIZE SLIP NYPA — SOUTHOLD (3) 1�3 O 12" t:a..: COVER. .. (SITE NUMBER: 701192) 1. BOLLARD IS FOR WARNING ".l a"-I- k.'I•:. PURPOSE ONLY. `• - r -I• .(':.I '. °•-'_•:_i I 'E• __ (3) #3 ® 12" .I o SITE ADDRESS: 2. BOLLARD DETAIL FOR BOLLARDS - - :F Y 1_a i TIE BAR AROUND ELECTRIFY AMERICA =r I ,;)..I 54375 MAIN ROAD EQUIPMENT. SCREW SOUTHOLD, NY 11971 _.F__ I:-•I - •I ..I 120' (5) #4 VERTICAL REBAR 3. CONTRACTOR TO PROVIDE (2) _ {'- ) •''I•' IJ 6'LONG, 1/2"THICK FOAM _ I --�-a .•I•-•1 SHEET TITLE STRIPS CROSSED OVER TOP OF �' '� "� --(•_ CONCRETE STEEL PIPE TO STABILIZE SUP -- -"I` ,•. COVER. L1-. - CONSTRUCTION 3" DETAILS I SHEET NUMBER DISPENSER WARNING BOLLARD DETAIL WARNING BOLLARD DETAIL 4 SCALE N.T.S. SCALE N.T.S. C—5 NOTE- 1. CONTRACTOR SHALL SELECT APPROPRIATE SIGN(S) BASED ON PROPOSED SIGN LOCATION `�electrif 1 (REFER TO SHEET C-3) /�y PROPOSED LIGHT H FIXTURE r am eric`A 1-6• I I , PROPOSED SIGNAGE ELECTRIFY AMERICA,LLC (SEE NOTE 1) 2003 EDMUND HALLEY DRIVE,SURE 200 RESTON,VA 20191 BRACKET&ARMATURES AS EV • NY RECOMMENDED BY SIGN FABRICATOR BASED ON ALUMINUM, SIGN PAINT FRONT, 'CiearBlue REQUIREMENTS AT EACH LIGHT BACK &ALL RETURN EDGES TO POLE MATCH PT-1 12 R1/2" MHTASIRbC1URf GAfltrP (TYP.) 6„ PROPOSED LIGHT POLE (VERIFY CONDITION AT EACH LOCATION) 2„ o Dewberry® T. NOTES: (TYP.) Dewberry Engineers Inc. 99 SUMMER STREET N1. LIGHT POLE BANNERS: WL CONCEPTS & PRODUCTION, SUITE 700 INC. RIGID ALUMINUM BANNER OR EQUAL (1'-6• XStationStationDIGITALLY PRINTED VINYL BOSTON,MA 02110 I WRAP APPLIED OVER c 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 W/ END CAP -PAINTED .125 ALUM. C0104 WHITE DOUBLE N n 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 -LOGO/CAR FIRST SURFACE APPLIED PRINTED VINYL FINISH e,�:OF -WING4 WING SIGN BRACKET/ SS4STRAP GRADE Ju y O` ADJUSTABLE STRAP \ REQUIRES (3) PER PANEL `" �" _ ,72 3. ALL DIMENSIONS SHOWN MUST BE VERIFIED TO BE COMPLIANT WITH LOCAL/MUNICIPAL CODES AND "41ev' ,.��INYPower APPROVED BY AUTHORITY HAVING JURISDICTION OVER ., f0 7► *An Authorlte SIGNAGE PRIOR TO FABRICATION. Z RIGHT ARROW LEFT ARROW WITHOUT ARROW 4000 PSI • _ 4. REFERENCE FULL SIZE ART FILE FOR DETAILED 7ONCRETE OA 0875 DIMENSION & SPECIFICATIONS. - NOTES: 5. DIMENSIONS SHOWN HERE MAY VARY BASED ON 1 ORIENT ARROW TO PATH OF TRAVEL 09/03/24 . CONDITIONS AT EACH LOCATION. _ oZ i� 6. CONTRACTOR TO COORDINATE W/ NYPA FOR HEIGHT 2. SIGN SHALL BE INSTALLED BELOW ALL GRADE & LOCATION OF PROPOSED BANNER. OTHER PROPOSED SIGNAGE. 1'-O• DRAWN BY: JG LIGHT POLE BANNER SIGN DETAIL EVOLVE NY CHARGING STATION SIGNAGE DETAIL �„� EV PARKING SIGN DETAIL �� CHECKED BY. DER SCALE: N.T.S. 1 SCALE: N.T.S. L SCALE: N.T.S. APPROVED BY: HJ 1'-0• PROJECT e: 50165558 JOB$: 50180381 12•• SUBMITTALS 6„ REV. DATE DESCRIPTION (TYP,) 011 1 PARKING 1 PARKING UN PARKING WHITE LETTERING EXCEPT EXCEPT EXCEPT ON RED SIGN 1 09/03/24 ISSUED FOR FINAL ' _ u 0 07/16/24 ISSUED FOR FINAL m WHILE WHILE WHILE MAIN BREAKER A 03/20/24 ISSUED FOR 90% REVIEW CHARGING CHARGING CHARGING FUNCTION AS EMER ENCY ADA-VAN ;., EMERGENCY m DISCONNECT/ SITE NAME: THOLD DISCONNECT FOR MAIN BREAKER NYPA — (SITE NUMBEER:R: 70101192) 12• POWER TO CHARGING LOCATED INSIDE NOTES: STATIONS SITE ADDRESS: 54375 MAIN ROAD 1. BOTTOM OF SIGN SHALL BE NOTES: 0•-5• 0•-10• SOUTHOLD, NY 11971 DESIGNED • INSTALLED 58" ABOVE GRADE. 1. BOTTOM OF SIGN SHALL BE INSTALLED 66" ABOVE GRADE. A 2. SIGNS ARE TO HAVE A BLUE RETROREFLECTIVE BACKGROUND 2. CONTRACTOR TO CONFIRM WITH MUTCD SIGNS R7-113. NOTE NOTE SHEET TITLE USE • WITH WHITE RETROREFLECTIVE 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 SIGN(Y SHEEP NUMBER � NO PARKING EXCEPT WHILE CHARGING SIGN ��� EMERGENCY DISCONNECT SIGN DETAIL �1 SCALE: N.T.S. SCALE: N.T.S. '0 SCALE N.T.S. V C-6 C4(1 electrify amenca ELECTRIFY AMERICA.LLC 2003 EDMUND HALLEY DRIVE,SURE 200 RESTON,VA 20191 PLAN learBlue - iNER7151 PHCT8RE'GWDO^ N n 21.8• Dewberry® Dewberry Engineers Inc. 99 SUMMER STREET SUITE 700 LITHONIA LIGHTING/ RSX LED SIZE 1 LED AREA LUMINAIRE BOSTON,MA02110 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: 50W 0120VAC LITHONIA LIGHTING ANCHOR BASE POLE RSS 20 4-58 DM19AS FDL11-6B DBLXD _ of: o JL7s+p �O'p N NOTES: 1. 20' POLE MAX 3'-0"ABOVE GRADE MAX WITH 4.5• ROUND - STRAIGHT STEEL POLE. MAX WEIGHT OF POLE AND LIGHT: 160 5 r IILI o L13S MAX EPA OF LIGHT FIXTURE 1.7 SF. a�tt N a In 2. LIGHT POLE AND ANCHORAGE DESIGNED AND PROVIDED BY FO QgrS ,�u Z OTHERS. o w - Fw W= sTus UP PVC 09/03/24 'o v CADWELD Ix1 1/2' INTO HOLE CONNECTION SEE APPROVED TREE p DRAWN BY: JG PRESERVATION PLAN FOR m REBAR TIES REQUIRED RADIUS OF 03" O.C., TOP GALVANIZED STEEL ANCHOR BOLTS TREE BARRIER (TYP. OF 8) CHECKED BY: DER (SUPPLIED BY POLE MANUFACTURER) � r'1 I I I I 1• CHAMFER APPROVED BY: Hi I I I I 4000 PSI MINIMUM CONCRETE • d a RUBBED FINISH ABOVE GRADE PROJECT#: 50165658 C V Jr., 1: 50180381 _ ° v 10 n SUBMITTALS REV. DATE DESCRIPTION ONE FOOT FOR EACH GRADE • INCH OF TRUNK DIAMETER OR 1/2 HEIGHT OF TREE d .♦ WHICHEVER IS GREATER \ ° 1 1/4' SCHEDULE 40 PVC IN PLAN VIEW OF ROOT ZONE ° • • d do OUT OF BASES w • FOR PRUNING SEE DEAD TREES AND SCRUB OR 7 N #4 BARE COPPER GROUND WIRE INTERNATIONAL SOCIETY OF UNDER GROWTH SHALL BE 6' MINIMUM WIDTH • CUT FLUSH WITH ADJACENT FOR 2• CAL.TREES g 6' BARK MULCH, ° d • FROM GROUND ROD STUBBED UP ARBORICULTURE SPECS OR SMALLER o PLACE BARK 9 a THROUGH BASE 18' 1 09/03/24 ISSUED FOR FINAL GRADE. NO GRUBBING ALLOWED UNDER DRIP LINE MULCH AT AREAS O 07/16/24 ISSUED FOR FINAL NOT PROTECTED • BY BARRIER • ° 2'-0• A 03/20/24 ISSUED FOR 90X REVIEW ° d BOND #4 COPPER GROUND WIRE TO b • ° °• d REBAR e; SITE NAME o .1 M 3• NYPA — SOUTHOLD ° ° d a ° ° L I-111� ITT 11--III #4 HOOPS 012' D.C. (SITE NUMBER: 701192) d° TREE LIMB REMOVAL SITE ADDRESS: • A ° ° A 54375 MAIN ROAD 2'x4' STANDARDS + 1'x4• d° d ° SOUTHOLD, NY 11971 RAILS OR ORANGE SAFETY • g 8 #6 FENCING MAY BE USED 3' MIN. • • a SHEET TITLE • CONSTRUCTION 2'-0• SECTION A-A DETAILS III DRILLED PIER TREE PROTECTION DETAIL LIGHT POLE, BASE AND FIXTURE DETAIL SHEET NUMBER 2 SCALE:N.T.S. I SCALE N.T.S. C—7 �[�sa>.-�I r(y�na1,��.-1 r(y�sa,;�.� -�Jr ¢ o Q O F. o ¢ o NOTES: e�ec�rif 1. BASED ON FIELD REVIEW AND CONFIRMATION OF PAVING ` y TYPE; PROVIDE SEA R OR APPROVED EQUAL FOR jr amenca PARKING STRIPING ANDND COLORED PAVEMENT. 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,SUITE 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. C 1.1I eACgIUe ttItWA51a,.UCTUIIE OROUp EV CHARGING EV CHARGING EV CHARGING EV CHARGING EV CHARGING EV CHARGING Dewberry® ONLY ONLY ]NLY ONLY ONLY ONLY Dewberry Engineers Inc. 99 SUMMER STREET 4" WHITE STRIPE AT 45, 8" MIN. HEIGHT SUITE 700 3' MAX ON CENTER WHITE LETTERING 4" WHITE STRIPE BOSTON,MA 02110 EV PAVEMENT MARKING DETAIL FAX:617695.3310�0 NATIVE SOD CONCRETE SIDEWALK(MATCH SCALE: N.T.S. NOTES: EXISTING WHERE NEEDED) L 6 ML YELLOW Existing Crode WARNING TAPE 1. IF FREE OF ORGANIC OR OTHER DELETERIOUS MATERIAL,EXCAVATED MATERIAL MAY BE _O NC- STONE m \// \ STONE BED (MATCH 2. IF NOT.PROVIDE CLEAN,COMPACTIBLE MATERIAL. COMPACT IN B'LIFTS. REMOVE ANY Q�� .,N. Ju // EXISTING) LARGE ROCKS PRIOR TO BACKFlWNG.CONTRACTOR TO VERIFY LOCATION OF EXISTING -1,� \/\ U/G UTILITIES PRIOR TO DIGGING. �• _ F // {� \/ \/ NATIVE BACKFlLL MINIMUM CENTER TO CENTER 3. CONCRETE ENCASE CONDUIT WHEN TRENCHING UNDER SITE ACCESS ROAD. - P \\ \ CONDUIT SPACING a r_ _ , u CLEAN GRANULAR BACKFlLL 4. ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED T11 fL� w / 6' LIFT MAXIMUM, PLATE AC(PRIMARY) 7.5'O.C. BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER. Z a TAMP COMPACTION I )MIN. AC(SECONDARY/FEEDERS) 7.5'O.C. 5. MAINTAIN 12'SEPARATION MIN. BETWEEN AC OR DC CONDUCTORS AND �QA Q815 COMMUNICATION CABLES. •y UNDISTURBED SOIL \\\ DC (POSTS) 7.5-O.C.(TYP.) PER TABLE 6. CONFIRM ALL DEPTHS W/UTILITY h NEC PRIOR TO CONSTRUCTION. I�P 09/03/24 HAND TAMPED 1/2- GRANULAR BACKFlLL PER TABLE CONDUIT(TYP.) (SIZE& DRAWN BY: JG NUMBER PER SCHEDULE) MILL AND REPLACE WITH CHECKED BY: DER BITUMINOUS PAVEMENT SURFACE SAW CUT EXISTING 6 ML YELLOW Existing Grad. r PAVEMENT ASPHALT SURFACE COURSE,(2') I-5 NATIVE S.D EXISTING GRADE WARNING TAPE APPROVED BY: HJ 2' MAX EXISTING PAVEMENT—• ASPHALT EXISTING PAVEMENT F�12' 12' TBD 12' 12" } -- .-- . ..., _ BASE _ I III-III—_III , PROJECT e: 50165658 — n -11 MI I I-1 I I- HE I I-1 11-1 U THOROUGHLY 17 I=III=i Z COMPACTED III C Z 1 — — _ M III—III—III—— I I—III—I I—I I JOB d: 50180381 BACKFlLL I I I __ .............._ —I REPLACE EXISTING BASE WITH >w 1 1=1 =I - 111= IEEI I I 1 I IHIII __ 111=II1=III- w`B .' - - BITUMINOUS PAVEMENT BASE cWn UNDISTURBED SOIL _ — — —~—NATIVE BACKFlLL w -III—III— =1I -_I I— I1=1I1 I1=1 1=1I I i SUBMITTALS a —1 I I rrr:_r._rrr.i-.}.err}r I COURSE(4') I-2 z f; -,, V� (TYP.) — >w III=1 I I III—III—I w UNDISTURBED SOIL _ REV. DATE DESCRIPTION ``' �`' ___— our _ (TYP.) III—III _ =1 i" ..� ��.-.s-.-:--,.�...� .._ _ _ III=III= rh, � 6' DENSE GRADED III <r AGGREGATE BASE _ CLEAN GRANULAR — — _ 1 _ __ III _ =- COURSE -III—III III—I BACKFlLL 6" LIFT II—III _— II-11=1 UNDISTURBED((BED I -fg'' - 6" — I MAXIMUM, PLATE TAMP PLOWABLE FILL SOIL(TYP.) 7 rr =1 i— I III i I 1=1 I I _ III—_I 1 I III— 1i=11 PER TABLE — � - III— (1/2^), ss% SHEETING AND CONDUIT(TYP.) (SIZE k I I COMPACTION MIN. BRACING AS REQUIRED 6' 6' NUMBER PER SCHEDULE) HAND TAMPED 1/2" I I I III _III_ GRANULAR BACKFlLL CONDUIT(TYP.) (SIZE do --I g• g• .e- NUMBER PER SCHEDULE) PER TABLE 1 09/03/24 ISSUED FOR FINAL 1" MIN OF GRANULAR BACKFlLL 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 NOTES SITE NAME NOTES NOTES 1. ASPHALT SHALL COMPLY WITH STANDARD DOT OR LOCAL JURISDICTION SPEC. FOR HMA SURFACE COURSE. NYPA - SOUTHOLD 1. CONDUITS SHALL BE BURIED BELOW FROST LINE AND INCOMPLIANCE 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 (SITE NUMBER: 701192) 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 5130 (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. 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-2, EXACT CONDUIT PLACEMENT SHEET TITLE 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. 4 SCALE N.T.S. `5 C—^ �ry r L F4nc�n Gat®Hardwares! �elecfrtf TrO Seduslons"' FenersHoFg�t 8 TMK'Sedusions® x. �xplo���v; w ° �®Sedusions® Gates W` f ItWOCSedusions° 9 �/ COMPOSITE FENCE SYSTEM6 a ,1 A F 'W� COMPOSITE PENCE SYSTEMS '* +; CE SYSTEMS COMPOSITE FENCE SYSTEMS _ Y;., COMPOSITE FEN ; .�., �. ,��'� r 'i ., z,f ",,,,. SINGLE GATE LATCH SINGLE GATE STRIKER /' amenca I 91• I I tow— Yb2an� 2y.• BV4• - SIDE VIESV STANDARD PANEL LARGE PANEL I ELECTRIFY LLEY DRIVE, LLC as 4P a35' 0 2003 EDMUND HALLEY DRIVE,SUITE 200 -- • - xY.•r �. —� RESTON,VA 20191 ��' II ea�r.•t ��/ aye DOUBLE GATE.LATCH -` DOUBLE GATE STRIKER o rVtl eFY.AS.aTgDC y uVu�0 Rl;7 LrP bF— tlN I 4- =LL�—fX. 1 SINGLE GATE OPENING DOUBLE GATE OPENING Dewberry® I aeY 8„C GALVANIZED STEEL GATE ADJUSTABLE HINGE DRIWROOASSEMBLY . I 'I r85"V— r-- ISO - 'I POSTSTIFFENER T �jamuh •ryp. Wirt. 3Vt. 27/A. . Dewberry Engineers Inc. L 99 SUMMER STREET�Y• ' SURE 700 na 2' L( BOSTON,MA 02110 •�� ---t s3i' PHONE:617.695.3400 12- OPTIONAL: GATE HANDLE FAX:617.695.3310 Typu� r :�r ANTI-SAG CABLE KIT Lb1Ea ffiIE$ ._ �r�iax Z_ -� } s ,� t•U v'.� I.FOWU010NT06a WMM1ETFD PFA P 1.r1$TAW110Nm�GGMRErrDPIX ,�. Fwnmacl0FEi6aPECIRv�TmW - _ 2Y. NuasACluNa:Na aPEurwllaa i. ° Y ,aa• f`---r--•j n .- 2IiBFNmTM1ZPuf�+ TaP RtI 2 N61Rro,1i0N ':1 CRGTN0011ON G6TA69At0 Pfl000C7 aF0aAlAnCI1 N� `` mc+t 1•LJ ` - �OC.NC - P6001RfI1r0aNAPON ` F,a .. LOttWYOMOf m6GlF- Pltlet l-+ a0MWW0u2rm RWE - � -' artsv eovaeoN ar,T.T'oiH ;twavorenr :` iT rti»in d:sPa�l ctnrP "wwovam "�, ,Ira:", � F•m w»t � � � y��`o��. JUSj.�,� PAS ®Gi WA 6WeICaIPkfC u ra6M12 YY..• Ap� _! PutCy �O 1 "Nµ�„arznFhtlPLrt ut••aa,'] G1•.,.: r Mlr! L BAl®M£lYLT1M(MAWEIO®VlF0.Y.LtM•aCWWE[IIOA) a• a9,? OLLVAXI7ID BIEELFRs,E LALL IPEYG,6MNAMANE 6BtMtPON6Er C611�9dP•c.• �. �t 13r:ram «a• a .mrm.. }(.ar„u I w+c 6a�"N°I m �r.r vm ,am°^ }(2w.er I ww r Wvr 2 NveTomFxemoovEuaau£enEnaaxwvnxPE S Na al® �. s�rlarwrs x.aaaeiFam•mm�r waAlzoaats�owrtNw+tDxAxe r.P- •••r , ar reb aurA I1frdlr • wA mwnNall maa rp••,r , er rsmaw IW.a,r a Nu a mLz a wsrAuwTlw+m as couctEmnPFn w2rrFAermrxsaP ,6ArnL a PmrAu.AnavroseeouPcaiEOPEa.uwcAervmae F� :. 4f 7 l?••r ..' % 1{ r nur avaTo Pa coxslWJCf WOET>naAan HST OW C-Ch— yy a NF m�a�pN em�ieoxa UenmimTAns C1 /'.y U P.aw• IF rl• er.wma6em .--- A ar 1'W I PxAt ....near +a YI.a Fa.,vaarmw r— w aI 15•r r ayr RNOYCTINFOPodCTIW 7Gapr tXu7 12Gagr Bg AIIDPaolrlGraf>lWAIGY '--' fi pRA'IIINOIAfmaG16 rluat curhEaw a oaAmNnNmmsr••= � .. '•• �1(1 . 619EBOOS.Pmn,UT BHC6 gym.... E48E8009.Pmq UTEIWa S,EEW011ftm UTUM 643 E.Wo S.PM Ur 64709 jig Fencing T�s t� � 1F� wFencing �--A t-0n Tfr�� 7Fe Fencing Tom= ,a teIT Fencing �D� � 8 COMPOSITE FENCE S`M1"TEMS FENCE DISTPoBUTORS COMPOSITE FENCE SYSTEMS FENCE b15TRi6UTOR5 COMPOSTS FENCE SYSTEMS FENCE DISiPoBVTORS COMPOSTS FENCE SYSTEMS FENCE DIBTPoDUTORS 09/03/24 TREX FENCING DETAILS O DRAWN BY: JG SCALE: N.T.S. CHECKED BY. DER TREX SECLUSION COMPOSITE FENCE APPROVED BY: NJ (SUPPLIED BY CONTRACTOR) PROJECT#: 50165658 TREX FENCE POST(TYP.) JOB g: 501 B03B1 SUBMITTALS REV. DATE DESCRIPTION 0 3-1/2'X3-1/2"X3-1/16" m n A36 STEEL TUBE INSERT II (TYP.) II II II II II II II II II II II z_ I II II II #3 REBAR HOOPS ®12' MAX. SPACING 1 09/03/24 ISSUED FOR FINAL II II II 0 07/16/24 ISSUED FOR FlNAL I I I I I CADWELD A 03/20/24 ISSUED FOR 90% REVIEW 4' MIN, I I I I Z I I CONNECTION (TYP.) II II GRADE \ / ` SITE NAME \�\\, I I •- �\ \\� I 1 1,\�.\ I I \\�\\! NYPA — SOUTHOLD \� j\� (SITE NUMBER: 701192) SITE ADDRESS: I I - 1'-6"0 CONCRETE ='_ I 1 - _ #6 BARE COPPER GROUND I FOOTING (TYP.) 54375 MAIN ROAD FOOTING I I - - I I WIRE TO GROUND SYSTEM SOUTHOLD, NY 11971 6- TYP. ) (TYP.) --I.v 8—0' •-I NOTES: SHEET TTT E MAX. CONSTRUCTION 1. COLOR: 'WINCHESTER GREY' DETAILS V 2. PICK TREX SECLUSION COMPOSITE FENCE THAT MEETS THESE REQUIREMENTS: WIND SPEED = 107 MPH TREX FENCING DETAIL �� SHEET NUMBER SCALE N.T.S. ` L I �' C-9 UTILITY APPROVED i 1 i dvelectrify ,i METERMOUNLTEDURE ON MAIN BREAKER 2000A 48�277V,3B EV-2 SERVICE SWITCHBOARD,55KAIC / america PROPOSED SWITCHBOARD UTILITY POLE (BY UTILITY) ELECTRIFY AMERICA,LLC M \ \\ \\ \ 2003 EDMUND HALLEY DRIVE,SURE 200 PROPOSED UTILITY TRANSFORMER Fh O I 16 3P J 6 30PAT J 600P T J 13P o� SPARE I RESTON,VA 20191 (FEEDING EV CHARGERS) J 480/277V,3PH J M7 - INFRA5IRUCIitREOROu� 1 2 GFl 2000A/3AF - - 100% RATED 1 z I I Dewberry — Dewberry Engineers Inc. 99 SUMMER STREET SURE 700 BOSTON,MA 02110 PHONE:617.695.3400 I J3/0 CU FAX:617.695.3310 PER NEC 3 7 250.66 \ I � BTC 360 kW 8T&UN11 BTC 360 kW C __ POWER UNIT POPOWER UNIT \` `QT NEt/t/ #1 4 Y3 PROPOSED LIGHT Q4 AWG BARE Cu 44 POST(TYP.-1) C". I GROUNDING O� t ELECTRODE 5 55 ..3 CONDUCTOR PER CE NEC 250.66(B) 6 68LU CONCRETE ENCASEDELECTRODE PER NECBTC BTC BTCBTC BTC O Q9p513"k 250.52(A)(3)OR (2) DISPENSER DISPENSER DISPENSISPENSER DISPENSERGROUNDING ELECTRODE 5/8'x8'-0' p6 AWG BARE CU 1A 1B 2A3A 3BSIOWITH 12' MIN. DEPTH COPPERCLAD GROUNDING ELECTRODE (GEN—IV) (GEN—IV) (GEN—IVGEN—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. I APPROVED BY: Hi PROJECT J: 50165658 SERVICE ELECTRICAL CIRCUIT SCHEDULE PRIMARY SERVICE LENGTHS AC CONDUCTOR LENGTHS TO TOWERS UTILITY FAULT CURRENT UTILITY S.O.W. RESPONSIBILITIES JOB 501.03111 ESTIMATED N0: FROM TO CONFIGURATIONLINEAR LENGTH ESTIMATED SCOPE OF WORK BY: LENGTH POWER UNIT LINEAR LENGTH TRANSFORMER SIZE: 150o 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 OPROPOSED UTILITY PROPOSED UTILITY WITH EPR INSULATION CONCENTRIC TRANSFORMER* PROVIDE & INSTALL 3' RISER CONDUIT UTILITY REV. DATE DESCRIPTION POLE TRANSFORMER NEUTRAL AND 100% INSULATION IN 4' 2 8' 33' SECONDARY FAULT CURRENT: 3Z000A PROVIDE & INSTALL CONCRETE SWITCH & EQUIPMENT CONDUIT+ (1) SPARE 4' CONDUIT TOTAL LENGTH OF WIRE--: 495' ••FAULT CURRENT INFORMATION PROVIDED BY PROPOSED SERVICE [6 Ste] '3 8' PAD (CONTACT UTILITY & COMPLETE ALL NECESSARY CONTRACTOR 33 PSEG—U ON 06/10/24. INSPECTIONS) OPROPOSED UTILITY EQUIPMENT: I—LINE PANEL (3) 500KCMIL CU (XHHW-2) & CONDUCTOR LENGTH PER CONDUIT-: 202' PROVIDE& INSTALL CONCRETE TRANSFORMER 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) O PROPOSED SERVICE [2 SETS PER CABINET] ESTIMATED PROVIDE& INSTALL UTILITY TRANSFORMER UTILITY EQUIPMENT: I—UNE PROPOSED BTC GEN IV LINEAR LENGTH TOTAL CONDUCTOR LENGTH: 404' 1 09/03/24 ISSUED FOR FINAL PANEL(600A 80% POWER CABINET (TYP.-3) (3) #1 AWG CU (XHHW-2) & LENGTH LOAD SUMMARY PROVIDE BUSHINGS, LOADBREAK ELBOW TERMINATORS, (1) �j AWG CU GND (XHHW-2) TRANSFORMER TO UTILITY 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-386.58 kVA PROVIDE UTILITY METER W/IN SOCKET UTILITY A 03/20/24 1 ISSUED FOR 90% REVIEW LENGTH OF WIRE PER CONDUIT••: 148' [2 SET PER CHARGE POST] x(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 O¢ POWER CABINET CHARGE POST RATED) DC CHARGING POST LENGTHS VOLTAGE=480V (PER UTILITY STANDARDS) SITE NAME: (TYP.-3) (TYP.-6) TOTAL LENGTH OF WIRE•••: BBB' PHASE=3PH (1) �3/0 CU GND (XHHW-2, 1000V ESTIMATED 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 [t SET PER CHARGE POST] 1A 14' 36' (CONDUCTORS NOT TO BE INSTALLED AHEAD OF CONTRACTOR (SITE NUMBER: 701192) PROPOSED BTC GEN IV (1) MULTIMODE 62.5/125 ST FIBER 1 TRANSFORMER INSTALLATION) PROPOSED 36OKW EA CHARGE POST O 1B 24' 48' PROVIDE& INSTALL SECONDARY TRENCHING & SITE ADDRESS:POWER CABINET (1) C16 AWG TWISTED SHIELDED PAIR, NOTES: _ (COMMUNICATION) (1) CAT6 CONTRACTOR (TYP. 3) (TYP.-6) ETHERNET CABLE IN 1.5" PVC AC CONDUCTORS 25 FT IS ADDED TO THE 2A 37' 59' 54375 MAIN ROAD HORIZONTAL RUN LENGTH TO ACCOUNT FOR BURIED 2 PROVIDE& INSTALL SECONDARY CONDUCTORS CONDUIT (CONDUCTORS NOT TO BE INSTALLED AHEAD OF SOUTHOLD, NY 11971 DEPTH&TRANSITIONS.AN ADDITIONAL 60'IS ADDED 2B 47' 69' CONTRACTOR PROPOSED BTC GEN IV FOR THE REQUIRED 30'AT EITHER END FOR UTILITY TRANSFORMER INSTALLATION) (TERMINATIONS TO BE PROPOSED CABINET EA [1 SET PER CHARGE POST] DONE DURING OUTAGE CHARGE POST CONNECTIONS. ) O POWER CABINET (2) �10 AWG CU, (1) /J10 CU EGC IN • 3A 60' 82' SHEEP TITLE (AUXILIARY) 3 PROVIDE PRIMARY & SECONDARY CONNECTIONS AT (TYP:3) (TYP. 6) 1' PVC/HDPE CONDUIT ESTIMATED LENGTH of AI WIRE= SUM OF ESTIMATED 3B 67' 89' TRANSFORMER CONTRACTOR LENGTH X#WIRES PER CONDUIT ONE—LINE DIAGRAM OPROPOSED PROPOSED LIGHT POST (2) #10, (1) #10 G IN 1' PVC/HDPE ••• LENGTH OF AL WIRE PER DISCONNECT= ESTIMATED CONDUIT LENGTH: 381' SWITCHBOARD (TYP.-1) CONDUIT TOTAL LENGTH OF AL WIRE X$ WIRE FILLED CONDUIT TOTAL CONDUCTOR LENGTH--: 1524' TOTAL LENGTH OF#3/0 AWG SHEET NUMBER GND & COMM CABLE--: 381' E- 1 NOTES y y (SEE SHEET E-1 FOR WIRE CONFIGURATION) `fAlp electrif 1. CONDUIT ROUTING IS DIAGRAMMATICALLY SHOWN ON PLANS AND 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 ONSIDE 2003 EDM RESTON,VA 20191.SUITE 200 Section If: Concrete Footing,Foundation and Pad Installation SHALL BE DONE IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE THREE PHASE PADt4IOUNTED TRANSFORMER SPECIFICATIONS (NEC) STANDARDS BEING ENFORCED BY ALL APPLICABLE JURISDICTIONAL REQUIREMENTS AT TIME OF CONSTRUCTION. 3. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK SHALL BE ` h. The customer shall f rniAt install own and maintain the concrete footing COORDINATED WITH THE APPROPRIATE UTILITY ENGINEER TO ENSURE C�er�.i' ue ! ! t ACCURACY OF INSTALLATIONS. E3I I'iPftrtSIBVC URE°GROUP foundation,pad,-,ground rods and all wiring. 4. THE UTILITY DESIGN DETAILS DEPICTED IN THESE DRAWINGS ARE FOR PROPERTY OWNER REVIEW. THE CONTRACTOR SHALL �n �y y REFERENCE THE UTILITY DESIGN PACKAGE (UDP), PROVIDED WITH Reference. Illustration#1 -page 4. THE?ISSUED FOR CONSTRUCTION? DRAWINGS FOR BIDDING. THE Dewberry 4 CONTRACTOR SHALL INSTALL THE UTILITY RELATED SCOPE OF WORK PER UTILITY CONSTRUCTION SPECIFICATION REQUIREMENTS. 2. Precast footing„ foundation and pad shall be obtained only fr'onu.PSEG LI f 5. UTILITY EQUIPMENT INSTALLATIONS AND PREP WORK AND Dewberry Engineers Inc. TOPAT i/ �� TERMINATION OF SERVICE CONDUCTORS SHALL BE COORDINATED 99 SUMMER STREET approved up 700 pliers listed below and shall be manu�acturecl according to GRADE T1` ,,// yP WITH THE APPROPRIATE UTILITY ENGINEER AT TIME OF BOSUITEON, p� T S1COVIFUQf PRE-CONSTRUCTION MEETING TO ENSURE ACCURACY OF PHONE:6177..695.3400 Spe if cation and Pads&Foundations," These // f/ A � � INSTALLATIONS. �3 � � t below _ _ .. _ n '� /� t \ FAX:617.695.3310 Specificatlons.anz,issued to the suppliers below and'are available to customers.and 6. TRANSFORMER BOLLARD PROTECTION TO BE INSTALLED PER UTILITY /ram/ ; r� SPECIFICATION. ADDITIONAL BOLLARD PROTECTION MAY BE REQUIRED coantractais'upoln request_ ' ! AT THE DISCRETION OF THE UTILITY FIELD INSPECTION PERSONNEL / .. t'EWLtRY G"Df1 `Or NA Y GI John 1?otente&Sons Roman Stone Construction Co. I� 114:1fto�dbury Road 85 South 4 Street Cr Hicksville,NY 11$61 Bayshore,NY 11706 ,, (516)935;8585- (631)667-0566 � «.D,Rr 4190513" �c'h MvL*auu j PAD ��FESSIO�P1r Twomey �' P AFCO Precast Corp. Coastal Pipeline g ,�y �ry A 14 Rocky Point Road 5`S 1 womey Avenue �) r431.iVD.�TTLA� /�/ DRAWN BY: JG Middle Island,NY 11953 Calvertonn,N.Y. 11933 CHECKED BY: DER (631)924-7400 (631)36940[➢0 rcxiTTNs: APPROVED BY: Hi PROJECT(j: 50165658 Long Island Precast 20 Stiriz Road JOB 8: 50180351 Brookhaven,NY 11719 NOT TO SCALE t sueMlrDALs (631)2S6-024 REV. DATE DESCRIPTION Illustmdon 61 Isometric View of Forming,Foundation and Pad Top Preparation of sub-grade for footing and foundation. 1 09/03/24 ISSUED FOR FINAL 1. Remove 52"of soil to reach undisturbed earth, D 07/16/24 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. Backfll outside foundation with clean fill,mechanically compacted every 12". SOUTHOLD, NY 11971 DO NOT backfill inside the foundation. SHEET TITLE ELECTRICAL DETAILS I TRANSFORMER PAD DETA� SCALE' N.T.S. SHEET NUMBER E-2 ? LIFTING HOOKS LIFTING HOOKS (REMOVED AFTER GEAR PLACEMENT) (REMOVED AFTER GEAR PLACEMENT) T-3 1/2• i 1 l el ectrif y 17 ROOF ROOF CAP /' america O O --- --- -- ELECTRIFY L LC O . 2003 EDMUESLLEY DRIVE,SU RE 200 --FRONT RTON,VA 20791 NPt S1 S1 Vf ArBlUe S2 S2 I17PRR51RIi ORE GROUP Dewberry Dewberry Engineers Inc. • THIS DOOR 99 SUMMER STREET 00 PROVIDED WITH SUITE DOUBLE PADLOCK PHOTONN,, MA02110 PHONE:617.695.3400 HASP FAX:617.695.3310 —_—_—_ --_— —_--_ —_--_ �' OF Ne GI, X X Oy 7 Cr z T I, W I— 37 48-[SHIPPING SECTION] 7 39-[SHIPPING SECTION] LEFT-SIDE VIEW FRONT VIEW � 090513-1 $� (END SECTION) (EXTERIOR DOORS SHOWN) SSlp�Ay 09/03/24 SWITCHBOARD SCHEDULE ID TRIP LUG INFORMATION CABLE DRAWN BY: JC DEVICE FRAME *OF CABLE DESIGNATION MANE RATING RATINGI POLES DEVICE CAT.NO. CONDUCTOR ENTRY NOTES TYPE OTY. PHASES QTY. NEUTRAL OTY• GROUND TYPE MATERIAL CHECKED BY. DER INCOMING _ _ _ _ _ 5 (1)#2300 KCMIL 5 (1)92.800KCMIL MECHANICAL COPPER BOTTOM APPROVED BY: HJ G.E.C. - - - - - - - - - 2 A6350 KCMIL MECHANICAL COPPER BOTTOM A SERVICE SWITCHBOARD - - - - - - - - _ _ _ _ - - •DOUBLE PADLOCK HASP ON EXTERIOR DOOR PROJECT d: 50165558 2000A.,30.4W..480Y2M B 2000A.PSEG-LI _ _ - LEPCO.1600-SM-UPA BUS CONNECTED - ClTCOMPARTMENT 100%RATED JOB J: 50180381 1 - -INTEGRAL GROUND FAULT PROTECTION -NEUTRAL SENSOR(CAT.#LV834035SP) C MAIN SERVICE SCHNEIDER 2000A 2000A 3 ESGKOABABNNNNNNN BUSCONNECTED - -MICROLOGICB.OX TRIP UNIT SUBMITTALS DISCONNECT ELECTRIC MTZ LSIG NNNNNNNNWNNNEN -PADLOCK ATTACHMENT REV. DATE DESCRIPTION -ERMS(ENERGY REDUCTION MAINTENANCE SETTINGS) CONTROLS COMPARTMENT SCHNEIDER 18A D DISCONNECT ELECTRIC 15A 2 BJL2E015 - - - - - - - •FACTORY WIRED A CONTROLS COMPARTMENT - - EVWDLE-= - - - - - - - - - -FACTORYWIRED B CHARGING CABINET SCHNEIDEREDDA EWA 3 UP3WMU3IXYP 1 (2)#2/0-500 KCMIL 2 (1)#2-=KCMIL 2 (1)#6350KCMIL MECHANICAL COPPER BOTTOM ELECTRIC u SCHNEIDER 600A -PADLOCK HASPS(CAT.#S32831) C CHARGING CABINET ELECTRIC" 600A LI 3 UP36600031XYP 1 (2)12/0.500 KCA9L 2 (1)#2600 KCMIL 2 (1)#8-350 KCMIL MECHANICAL COPPER BOTTOM _MECHANICAL LUGS(CAT.#AL600LS52K3) 1 09/03/24 ISSUED FOR FINAL 0 07/16/24 ISSUED FOR FINAL CHARGING CABINET ELECTEIDER RIC RCC BOOR 6<mA 3 UP38800031XYP 1 (2)#2N-500 KCMIL 2 (1)#24OO KCMIL 2 (1)#8-350 KCM0_ MECHANICAL COPPER BOTTOM q 10,3/20/241 ISSUED FOR 90% REVIEW SPACE SCHNEIDER ELECTRIC 6DQA - a L-FRAME - - - - - - - SPACE SCHNEIDER 600A - 3 L-FRAME - - - SITE NAME ELECTRIC SPACE SCHNEIDER6MA - a L-FRAME - NYPA — SOUTHOLD ELECTRIC 2 - SPACE SCHNEDFR SODA a L-FRAME (SITE NUMBER: 701192) ELECTRIC SPACE SCHNEIDER EDDA 3 L-FRAME - - - - - - - - - SITE ADDRESS: ELECTRIC SPARE SCHNEIDER 15A 1xrISA 1 BJLISO15 1 (1)#14- =KCMIL 1 (1)#14-1/OKCMIL 1 (1)#14-1/OKCMIL MECHANICAL COPPER BOTTOM - 54375 MAIN ROAD ELECTRICSOUTHOLD, NY 11971 SPARE SCHNEIDER 15A na mW 1 BJLIW15 1 (1)#143NKCMIL 1 (1)#14-1/=KCMIL 1 (1)#14-1AIKCMIL MECHANICAL COPPER BOTTOM - ELECTRICIEA SCHNEIDER - SPACE ELECTRIC - - 1 B-FRAME SHEET TITLE SPACE SCHNEIDER _ _ 1 B-FRAME `"f1O ELECTRICAL DETAILS II SPACE SCHNEIDER _ _ 1 B-FRAME ELECTRIC SPACE SCHNEIDER - - 1 BLAME ELECTRIC SHEET NUMBER EV-2 2000A SWITCHBOARD DETAIL SCALE N.T.S. ' I �J E- � T -� - BTC GEN IV DISPENSER -/ i i velectrif n� 5 SPEGIFICATIDNS FOR ELECTRIC INSTALLATIONS ISSUE 4 PADKOUNT EQUIPMENT GROUND GRID amenca NOTES, 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 S' LONG. 0 I 4,WHEN TWO OR MORE PIECES OF EQUIPMENT ARE INSTALLED WITHIN 10 FT.OF EACH DTHER,ALL GROUND GRIDS MUST BE BONDED TOGETER WITH CU4PANY AND �. •' N.E.C. APPROVED CONJECT6tS. C13PPERCLAD RQ1 ` ❑ MANUFACTURER-PROVIDED SOUND REM f C �qram MAIN BONDING JUMPER \/ x PER NEC 250.24(A)(4), NOTES IIORA5IRUCTOkE 080UP ❑ o 250.28(C),250.8(A)(7) 123 FACTORY INSTALLED R GROUND BAR (TYPJ Z 13/0 ECu C Dewberry i PER NEC 250.66 GRND 02/0 AVG SM,BARE TINNED COPPER Dewberry Engineers SUMMER STREET GROUND CABLE VIRE. SUITE 700 I r TAILS 6o FT. NEEDED BO ON,MA 02110 III III I I III I (6 FT.MIN FOR PADS UP PHONE:617.695.3400 ABOVE PAD) TO SOOKVA. I I I L - - - - - - III I #4 AWG BARE Cu 70 FT.NEEDED FAX:617.695.3310 I: - __ - _- -JJ GROUNDING FOR PADS 750 ELECTRODE KVA TO 2500 CONDUCTOR PER tO KVA• NEC 250.66(B) ! c ys�" EQUIPMENT GROUNDING 81 AWG CU CONCRETE ENCASED VOf NE Y EQUIPMENT GROUNDING '� CONDUCTOR (TYP.) CONDUCTOR ELECTRODE PER NEC j ��('" Q�GI. 250.52(A)(3) OR(2) GROUNDING ELECTRODE 5/8'xW-O' 86 AWG BARE Cu WITH 12'MIN.DEPTH COPPER CLAD GROUNDING ELECTRODE ti( Cr GROUND ROD INSTALLATION PER NEC CONDUCTOR PER NEC r' lU 250.52(A)(5),250.53(A) h 250.68 250.65(A) GRDLM CABLE TADS (�TNOTEN2ABwE PAD) - O .9 '3' EA GROUNDING SCHEMATIC FCiRAADDE� a��FESSIO�P��� 09/03/24 DRAWN BY: JG SEE NQTE L GRD.CABLE CHECKED BY: DER CADWELD CONNECTIONS SEE NOTE] OR ENGINEER APPROVED EQUAL I APPROVED BY: Hi . I SEE PLAN PROJECT g: 50165658 g4 AWG BARE Cu GROUNDING JOB#: 50100381 ELECTRODE CONDUCTOR PARALLEL HORIZONTAL GROUNDING DETAIL `� PROPOSED CABLE TO REBAR HORIZONTAL'SPLICE CONCRETE NON-MEfAWC 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 REV. DATE DESCRIPTION OF HORIZONTAL CABLES _ TYPE RJ TYPE SS TYPE PT GRADE _ - _ .-- • _ • '- • _• • • - NOTES: -III _ I�I SHALL BE- =It PARALLEL HORIZONTAL HARDWARE 18E 8 STAINLESS STEEL INCLUDING NG LOCK DIAMETER WA R LARGER. ALL HORIZONTAL STEEL WASHERS. AT ALL SURFACES III-I 1 III—III—III I i—III-III—III—III=III= I -III-III-I I- EEL CONDUCTORS WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. =III-I I—III-II—I —_ - -III—III=)I BURNDY CONNECTIONS SURFACE t 09/03/24 ISSUED FOR FINAL—III—III—III—III—I I — TO FLAT STEEL SURFACE OR PARALLEL DEAD END TAP OR _III=III=IHE .I III—III= LISTED - III= OR ENGINEER APPROVED HORIZONTAL THRU CONDUCTOR 2. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT WASHER BETWEEN LUG 0 07/16/24 ISSUED FOR FINAL _ HORIZONTAL PIPE i—I I_III—'P�_I I_I CONNECTION_I I_ EQUAL TYPE HS TYPE PC AND STEEL, COAT ALL SURFACES WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. p 103/20/241 ISSUED FOR 9OX REVIEW 3. 2014 NEC 250.121 EXCEPTION: A WIRE-TYPE EQUIPMENT GROUNDING CONDUCTOR PROPOSED CONCRETE INSTALLED IN COMPUANCE 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 EARTH CONDUCTOR IN PARTS II, III, AND VI OF THIS ARTICLE SHALL BE PERMITTED TO NOTE PROPOSED COMPACTED o SERVE AS BOTH AN EQUIPMENT GROUNDING CONDUCTOR AND A GROUNDING NYPA — SOUTHOLD' CLEAN GRAVEL Oerm JUMPER 0 VERTICAL PIPE VERTICAL STEEL SURFACE ELECTRODE CONDUCTOR. (SITE NUMBER: 701192) 1. REBAR BONDED TOGETHER WITH STEEL FIELD FABRICATED GREEN CABLE DOWN AT 45"TO RANGE CABLE DOWN AT 45'TO VERTICAL TIE WIRES OR EXOTHERMIC WELDING 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 NOTES SOUTHOLD, NY 11971 SCALE: N.T.S. L � SCALE: N.T.S. 4 SHEET TITLE COPPER LUGS HORIZONTAL TEE THROUGH CABLE TO GROUND ROD GROUNDING TWO HOLE - LONG TEE OF HORIZONTAL RUN AND THROUGH CABLE TO TOP OF BARREL LENGTH TAP CABLES GROUND ROD SCHEMATIC & DETAILS TYPE YA-2 TYPE TA TYPE GT SHEET NUMBER CADWELD CONNECTION DETAIL 3 G_ 1 SCALE N.T.S. v NOTES: �•�0 ok, 1. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST. DETERMINE WHEN THE FIRST FROST i ` electrify / - USUALLY OCCURS,AND PLANT THE SOD NO LATER THAN ONE MONTH BEFORE THE FIRST FROST. IF THE CONSTRUCTION IS �r FINISHED LATER THAN ONE MONTH BEFORE THE FIRST FROST, ® america USE STRAW UNTIL SOD CAN BE INSTALLED. _ ELECTRIFY AMERICA,LLC \ - 2. THE CONTRACTOR SHALL RETURN SIDEWALKS, LANDSCAPING, \ 5� _•- 2003 EDMUND HALLEY DRIVE,SURE 200 PLANTERS, IRRIGATION SYSTEMS,AND ANY OTHER FACILITIES _ DISTURBED BY THE WORK TO THE SAME OR BETTER CONDITION RESTON,VA 20191 THAN EXISTED PRIOR TO THE COMMENCEMENT OF THE WORK. 3. HAND DIG TRENCH IN PROJECT LOCATION TO AVOID EXISTING i' \•- _ _ UNDERGROUND CONDITIONS. CONTACT ENGINEER IF UNDERGROUND CONDITIONS CONFLICT WITH PROPOSED ol Iear GRUB INSTALLATION. l}NaA5tR19C tR &ROiX 4. PROPOSED ACCESSIBLE STALL AND ACCESS AISLE SHALL NOT EXCEED 2% MAX SLOPE IN ANY DIRECTION. ACCESS AISLE \`+'` _ •Y - \ �- - \ -, - SHALL BE PAINTED WHITE WITH HATCH LINES SPACED A MAXIMUM OF 36' (INCHES). PAINTED LETTERING SHALL BE A Dewberry r _ y MINIMUM OF 12 INCHES IN HEIGHT. 5QN i � < - - \ � \1•\` Dewberry Engineers Inc. • 1 - 1. - 1(° `' ' \ _ - 99 SUMMER STREET -6::\. /r,/ \ .�•_ _ SUITE 700 BOSTON,MA 02110 PHONE:617.695.3400 ,Y%Y-' � -� •- - FAX:617.695.3310 Gr i ARP ���"� �, Q_ ♦♦y � �� .\ \ iON�' 09/0.3/24 ` _. -e ,!•�, �o G �� \ I ` DRAWN BY: JG CHECKED BY: DER �? o \ ♦`G• TOP RAIL 1.66 IN OD,2.27 APPROVED BY: NJ •' _ LB/FT GALVANIZED STEEL PIPE(TYP.) POST 1.90 IN OD,2.70 PROJECT 50165658 LB/FT GALVANIZED STEEL PIPE(TYP.) JOB g: 50180381 \� N0.9 LACE,0.148"t0.00"FINISHED SIZE GALVANIZED STEEL WIRES,2" MESH,TOP AND BOTTOM SELVAGES SUBMITTALS TWISTED AND BARED CONFORMING TO REV. DATE DESCRIPTION ASTM A39Z A491, F56B,OR F573. \ ENDURO SHADE CLOTH AS ��♦� \ \ 7T� REQUIRED CONSTRUCTION \ LAY-DOWN AREA \ 1 09/03/24 ISSUED FOR FINAL \ `\ 0 07/16/24 ISSUED FOR FINAL TEMPORARY 2 \ \\ L A 03/20/24 ISSUED FOR 90%REVIEW CONSTRUCTION e I FENCING TEMPORARY (t285 LF) \ \I FACILITIES SITE NAME: N LVIDE WEIGHTED TEMPORARYNYPA — SOUTHOLD CE ANCHORS(PRODUCT CODE (SITE NUMBER: 701192) _.CONSTRUCTION II 12150) OR APPROVED EQUAL STAGING ARFA \ I / I SITE ADDRESS: \ 54375 MAIN ROAD \ ` NOTES: SOUTHOLD, NY 11971 TEMPORARY `� \ LEGENDCONSTRUCTION �� \\ 1. CONTRACTOR SHALL VERIFY EXACT LOCATION OF FENCE WITH THE FENCING ENTRANCE / 1 ` OWNER'S CONSTRUCTION MANAGER PRIOR TO THE START OF SHEET TITLE (TYP. 2) `�\ WORK/STAGING AREA \�� CONSTRUCTION. CONSTRUCTION STAGING AREA \ 2, CONTRACTOR SHALL REMOVE FENCING AT COMPLETION OF PROJECT STAGING PLAN ENLARGED SITE PLAN I AND PATCH PAVING AS REQUIRED AT FENCE POST HOLES. SCALE 1'=10'FOR 11'z17' 1 CONSTRUCTION LAY-DOWN AREA 1'=5'FOR 22':34' TEMPORARY FENCE DETAIL SHEET NUMBER 1). 5' 10, TEMPORARY FACILITIES SCALE N.T.S. 2 SP- 1 CDS COMMERCTA DUE SERVICES, INFORMATIONAL REPORT DISCLOSED MATTERS VICINITY MAP CURB INLET NOTES CORRESPONDING TO INFORMATIONAL REPORT: I I NOC K.OREASEMENTSFOUND. INACCESSIBLE B pit LIMITED TOPOGRAPHIC SURVEY O , TITLE DESCRIPTION RVS SITE�+���"`� z ❑ �\ \ BASED ON A METES AND COUNTS NEW YORK ON UNDER LIBER 13026,PAGE RK 5��` \\\ � 359,CLE OF SUFFOLK COUNTY,NEW PORK 5 � \ \ < (NOT TO CALE) 4 NORTH ARROW/SCALE �rY•E���PP I \\\ \ 90% THIS SURVEYANOLEOALOESCRPTONARETHESAMEASTHATSHOWNDNA (4- P� L \\ �f U. TITLE REP ORTPREPAREDBYFIRSTAMEMCANCOMMERCIALDUEDILIGENCE �'0 up SERVICES CO.NATIONAL COMMERCIAL SERVICES \\ II r p mZ SCALE.• /'�/0' `\\ \\F\ \ � �'•yG2 �a/ .\ \ ♦ \\ \ o SURVEYOR NOTES LEGEND 5 £CUT ON 1. THIS[S ATOPOGRAPHIC MAP.THIS IS NOT ABOUNDARY SURVE YANT IS ONLY INTENDED TO DEPICTTXOSE pL AppR0A7M4TE PROPERTY LINE p TOPOGRAPHIC FEATURES OR IMPROVEMENTS SHOWN.THE PROPERTY LINES SHOWN ARE APPROXIMATE RECORD (,F / \ \ i \ CONL.CURB LINES ONLYAND ARE SHOWN FOR GRAPHICAL REFERENCE/ ONLY. — — APPROXIMATE ADUO/NER LINE\\ I ♦\ T� ELEV.-27.7I' EDGE OF ASPHALT 2. THE UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON MARKINGS CREATED BY G.P.RS.USING GROUND ♦ Q� 0HU OVERHEAD UTILITY LINE O. PENETRATING RADAR ON 12(0520ZT OBSERVED ABOVE GROUND FEATURES ANDIOR DaSTING ALL DRAWINGS.THE SQUARE CTBM 2. 5 \\ \\ N. y SURVEYOR MIII�NO GUAWINTEETWIT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UNIITIES IN THE STAR UNDERGROUND STORK LINE LONG CURB �..' —25 ` \\ \\ Y' AREA EITHER IN SERVICE ORA9.ANOONED.THE SURVEYOR FURTHER DOES NOTWARRANT THAT THE UNDERGROUND WrR UNDERGROUND WATER LINE ELEV e24 90' UTILITIES SHOWN ARE IN THE E)(ACT LOCATION PIDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS \ \ yF- �L�Q \ \\ \ ACCURATELY AS POSSIBLE UNTHE INFORMATIO ESSHOUMHESURVEYOR HAS NOTPtrTSICALL ORPRIORTO 0 UNDERGROUND ELECTRIC LINE / Q PR \ \ \ COMMIE ROUND UTILITIEFTE WOR DERGROUND UTIlmES SHOULD BE FIELD VERIFIED BV THE CONTRACTOR PRIORTO O TBM TEMPORARY BENCHMARK v / COMMENCING ANY ON SITE WORK �{!!! THE TOWN OF SOUTPACE 3 9 \ \ \ • SIGNGOLL O g`•.' \ LIBER IJ024,PAGE J59 YP \ �'.\" 3. FEDERAL EMERGENCY MANAGEMENT AGENCY.FEMA RRMETTE ROOD INSURANCE RATE MAP NUMBER MIND 0159H t SIGN v APN: 1000-060.00-02.00-00.E002 \ b \ G y y \ \ p EFFECTIVE DATE 0SQ52009,INDICATES THIS PARCEL OF LAND IS LOCATED IN ZONE(S)•C. Y GRATE INLET TELEPHONE MWHOLE \ yo \ \ 4. THIS SURVEY DOES NOT CONSTITUTEATRLE SFNTCN BY FA COMMERCIAI DUE DILIGENCE SERVICES TO DETERMINE 0 ELECTRIC EQUIPMENT \ \ ♦♦ OWNERSHIP OR EASEMENTS OF RECORD.FORALL INFORMATION REGARDING EASEMENTS,RIGHTS OF WAYAND TITLE UGNT POLE GGE55 - \ S^'N \ ♦\ Pm /I OF RECORD,CDS REUED UPON A SEARCH REPORT,PREPARED BY FIRST AMERICAN TITLE INSURANCE COMPANY WITH — GUY WIRE A TITLE NO.:124T8 DATED 11023. ,PIN[. \ ��, 00 13a2 jl CURB POLE S. ELEVATIONS ARE BASED ON NAVO BB DATUM. CURB INLET n9 WATER VALVE B. SITE BENCHMARK.TB 2 RB SQU C ON CONCRETECURB.ELEVATION:2T.11'gU1VD 88) in ELECTRIC METER ! Atl12- AREUT TBSQUARE CUT ON CONCRETE CU .EIEVATION:2d.9R(NAND all)L h 7. BASIS OF BEARINGS:GRID NORTH.STATE PLANE COORDINATE SYSTEM,NAO 83.NEW YORK FASTZONE. TREE CURB INLET / / _ _ N ; \- S. FIELD WORK FOR THIS SURVEY WAS COMPLETED ON DECEMBER S,2023. LONLR£!E PAVENENi TOG�21.15' 1 \ �';\ 9. THE OWN ERNAMESANOTAKPARCELDATASHOWN XEREONAREBASEDUPONTHEPUBUCWORKSRECORD9 IL NALCE59RLE 1 •t^ \ AVAILABLE ATTHE°RIGUN DATE OF THIS SURVEY.CURRENT OMERSHIPAND TAX PARCEL DATASHOULD BE ® NO PARKING AREA -\ QV -24- \\r\\ \ 1\ \ VERIFIED FORACCURACY. 10.PER THE CLIENTS REQUEST,TITLE SEARCHES ONLY REFLECTA 30 YEAR HISTORY.EASEMENTSANDENCUMBRANCES PRECEDING THE TITLE SEARCH HISTORY MAY EXISTANO ARE NOT REFLECTED ON THIS SURVEY. / \ \ \ \ 11.PER THE ZONING INFORMATION MNDWIEREPORT PREPARED BY THIS SITE ERAL BUSINESS NORTHERN ASPHALT PAVEMENT _ QV TdT \ I ORDERNO.2E 11 PORTION OF PARCEL ERB,2023;THISSITEIS ZONED:B,GENERALBUSINESS FORTHE NORTHERN \`� x� APPROIUMATE IA PORTION OF PARCEL SHB,INMLE'f BUSINESS FORTXESOUTH6TN APPRO%IMATE 2/3 OFPARCEL 1 \ REQUIREMENTS MINIMUM FRONT SETBACK 0:100 Fr.OR MS AVERAGE OFADJACENT PARCELS IFAD.IACENT PARCELS ARE \ 9 DEVELOPED HB:15 FT. MINIMUM SITE SETBACKS:8:25 FT.ONE SIDE;50 FT.BOTH SIDE YM S HB:10 FT.ONE SIDE;25 FT.BOTH SIDEYAR0.5 \ / \ MINIMUM REAR SETBACK.B.35 FT.HS:25 FT. 'c \ —ELE \\ MAXIMUM HEIGHT:35FTRSTORIES Sk 5� 1 ELE— \ MINIMUM LOT MEk B:W,000 SG.Fr.HB:20,1Io0 SIX FT. MINIMUM LOT WIOTI1:B:150 FT.HB:60 FT. —ELE— \ c i A MINIMUM LOT DEPTH:B:160 Fr.HBAW FT. lr J �\ MAXIM UMFLOORAREARATIO:NOREQUIREMEMNOTEO Limited Topographic Survey GRATE INLET E—ElE MAXIMUM COVERAGE:B30%HB:dO% TOG-2 MINIMUM PARKING:OFFICE:1 PER 100 SQ.FT.OF OFFICE FLOOR AREA 12'PP FL NW=19.54 9.54 ��E� �, This Work Coordinated By. I29P FL NE 1294' CDS COMMERCIAL \ yc 1 \ DUE DILIGENCE SERVICES / 3550 W.Robinson Street,Third Floor MalnNoffim Phone No.:405-253-2444 Toll Free:888.457.7878 Drawn By:JJC Dete: _ \ Revision: �, \ �♦ / Ref.No:23-it-0058 D�� _ \ ReHslOn: \ Appmvetl BY•DRL SURVEYOR Data: / CERTIFICATION FleltlDate: Revsion: _ A / 12108/2— F COZY CORP 79 INA Date: _ THE TOWN OF SOUTHOLD APN:/000-060.00-02.00-004.000 STale: LIBER 12975,PACE 5I7 ! INFREBYSTATE TAIL PARTS OF /NACCOR[LWCE 1._70• Revision: _ APN: J000-060.00-02.00-OOI.000 j // WaHTHELT/RRENTREOW/ ENTSOFSTANOARD.SOFPR4077CEFORSURVEYWGINTHESTATEOFNEW / YORK TOTHEBESrOFMYMOWLEOGE INFORMAT70N,ANOBELJEF. / DATEOFPIATORM4P.12115=3 Prepared For: / tE D-rIEIL• •g / ySov°L45R fog NCS No.: - Client Ref.No.: Asset No: The survxl4q x10< i 2 ce i6�>,A•e� / �• ll• -_ LANDS PROJECT ADDRESS MS 54375 MAIN ROAD, // OOUCI LSRLEHR SOUTHOLD,NEW YORK 11971 NYSLSOd9Z70 Project Name: COMMERCIAL // C3-NYPA-701192-Southold-Southold NY DUE DILIGENCE SERVICES COPYnght®Comma 'al Due Diligence Services.This f-1,and style is Protected by CDSProjectNumber. 3550 W.Robinson Street.Third Floor Cepynghl,all dghts are reserved.Any use of this fonnat and style Is strictly prohibited Without �/ 1 NOmobinson. Stre LThird PdorwritlenpermissionfromCommerdalDueDiligenceServices. Sheet !of! 23-11-0058 Main ORice Phone No.:405-253.2444 Dewberry-....; T �i . . . . . . .�� . ANSMITTAL� :.:: :. . .. `` 5'J�.• `L�Y�Y DATE: December 6, 2024 PROJECT NAME: ClearBlue-Souh Old NY t , !� a':`s,>Ysy^�-<<•ws- .. } PROJECT'#: .. �;.�. .. 50165658/5018381.. " RE: Updated construction plan drawings—54375.Main Road, Southold; NY 11971 .. TO: Town.of.Southold " .. Building.Dept Town Hall Annex 54375 Main Road... ... Southold, NY 11971-0959 PHONE: 631-765-1802p. THE WE TRANSMIT VIA FOLLOWING . . Separate cover Pick.' X :: Prints Product literature: . . : . U.S.mail . .: � Overnight carrier.: Copies:: .::. :_Computations Messenger Hand delivery ''Reports CDs/DVDs X., FedEx..... . _-. ' Studies... ... - .Other.(check), Reproducible COPIESDATE DESCRIPTION 1.:. 12/3/24 :.0 dated construction Ian drawings 11"x17" : :. p. P .ndr 9 ( : e ae to of dy r eued b t di q a citr<c it t :. •�. .:.� ate � e e O . a ® Latta ated the�o ,�, ,t aw` g . 4 0 t t is a g' i fa atf Of er, e �tt�re s #r s w`# B � �°gig� � #w are s , �, ° e � h t , • ra ,: r t t e fi a#q. a tta . 1 THESE ARE TRANSMITTED Per your request . For review&comment For.revision.&submission :: Other q. For approval :. X F:or yourf'ile/use For distribution Received:;. Signed: .- qs :. : ::Hugo Justiniano, P.E. Dewberry Engine ers, Inc:. 2951 Flowers uth, Ste.102... Atlan ta, GA 3 341 Roa� So... ... .. sw � . .. . . .. . :: If enclosures:are not as noted,,please notify us at once :1 .O F 1 .r \3 rr�J o2a ,Z/electrify �.� 05 / amenca C, ELECTRIFY AMY DRPV LLC �— 2003 EDMU ES ON,VA DRIVE SURE 200 /M� RgTON,VA 20191 electrif �y�3 ' ��`-��=�'� ClearBlue omenco ff Dewberry NYPA S O U T H O L D Dewberry Engineers Inc. .SUM ER STREET _ SUITE 700 BOSTON.MA0211O PHONE:6 .3 FAX 61).695 400 95."0310 SITE ADDRESS: 54375 MAIN ROAD SOUTHOLD, NY 11971 *yr SITE NUMBER: 701192 SITE INFORMATION APPLICABLE CODES PROJECT DESCRIPTION ZONING INFORMATION DRAWING INDEX EV SITE ADDRESS: ALL WORK SHALL COMPLY WITH THE FOLLOWING APPLICABLE CODES: INSTALL(1)UDLITY TRANSFORMER PERMITTING JURISDICTION:TOWN OF SOUTHOLD 12/03/24 54375 MAIN ROAD INSTALL(1)200OA EV-2 SWITCHBOARD SHT.NO. SHEET TITLE SOUIHOLD.NY 11971 NEW YORK UNIFORM BUILDING h ENERGY CODES,CONSISTENT WITH THE INSTALL 6 2000A BTC GEN IV DISPENSERS () APN: 1000-060.00-02.00-003.002 DRAWN BY: JC FOLLOWING CODES: INSTALL(3)360M OTC GEN IV POWER UNITS T-1 TITLE SHEET PROPERTY OWNER: ZONING:HO—HAMLET BUSINESS THE TOWN OF SOUINOLD 2020 BUILDING CODE OF NYS(IBC 2018 W/AMENDMENTS). 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). SECTION NO.:060.00 CN-2 GENERAL NOTES II PARCEL ID: IN THE EVENT OF CONFLICT,THE MOST RESTRICTIVE CODE SHALL PREVAIL CN-3 GENERAL NOTES III APPROVED BY: HJ APN: 1000-060.00-02.00-003.002 BLOCK:02.00 COUNTY: LOT: D03.DO2 C-1 OVERALL SITE PLAN PROJECT/: 50165658 SUFFOLK COUNTY C-2 DEMOUTION SITE PLAN JOB/: C-3 ENLARGED SITE PLAN 50180J81 LATITUDE-: AERIAL MAP LOCATION MAP 41'03'SB.W N C-4 ENLARGED PROPOSED EQUIPMENT LAYOUT C-5 CONSTRUCTION DETAILS I SUBMITTALS LONGITUDE-: REV. DATE DESCRIPTION 7Z'25'38.99'W C-6 CONSTRUCTION DETAILS II 'BASED ON GOOGLE EARTH C-7 CONSTRUCTION DETAILS III ENGINEER CONTACT: %} c-e coNslRucnoN DETAILS 1v HUGO JUSTINANO,PE CONSTRUCTION CONSIRUCT DETAILS V DEWBERRY ENGINEERS INC. (919)434-9742 HJUSTINIANOODEWBERRY.COM LTC./087547 E-1 ONE—LINE DIAGRAM 2 12/03/24 ISSUED FOR FINAL E-2 ELECTRICAL DETAILS 1 1 09/03/24 ISSUED FOR FINAL CONSTRUCTION CONTACT: - E-3 ELECTRICAL DETAILS IIJASO 0 07/78/24 ISSUED FOR FINAL CLEAR BLUE INFRASTRUCTURE GROUP 5 A 03/20/24 ISSUED FOR NZ REVIEW CLEAR _ (705)327-5302 SITE G-1 GROUNDING SCHEMATIC A DETAILS JMILLSOCBIGRP.COM SITE SITE NAME- ELECTRIFY AMERICA MANAGER: JOSH HOLLAND,PMP SP-1 STAGING PLAN NYPA - SOUTHOLD ELECTRIFY AMERICA LLC (SITE NUMBER: 701192) (571)752-7150 1 OF 1 PROPERTY SURVEY(FOR REFERENCE ONLY) JOSH.HLA OLNOOELECTRIFYAMERICACOM 1 OF 1 PHOTOMETRIC PUN(FOR REFERENCE ONLY) SITE ADDRESS POWER COMPANY: • „_PSEG—N BEFORE SCALING 54375 MAIN ROAD KEN MUCCI SOUTHOLD, NY 11971 (516)779-5734 CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND KENNETH.MUCCIOPSEG.COM CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ELECTRIFY WORK ORDER:9-180998 rc k. AMERIA REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. SHEET TITLE CONTRACTOR NOTE CALL BEFORE YOU DIG CONTRACTOR SHALL COMPLETE INSTALL PER THE SIGNED - TITLE SHEET AND SEALED SET OF DRAWINGS.ANY NECESSARY DEVIATIONS FROM THE DRAWINGS MUST BE S...ITI I) UNDERGROUND SERVICE ALERT THROUGH AN RFl REQUEST PROCESS WITH ENGINEERING UTILITY NOTIFICATION CENTER FOR AN APPROVAL PRIOR TO CONTRACTOR PROCEEDING 811 OR 1-800-272-4480 SHEET NUMBER WITH A DEVIATION OF THE SIGNED AND SEALED SET OF - ^E / t DRAWINGS. IN N ' 3 WORKING DAYS UTILITY NOTIFICATION T\ I PRIOR 70 CONSTRUCTION T— . . ... . ... . ".. . . ... . .. .. .. A. .. . .. .. . .. - - - . . .. . .. 1. .. . . .. . . .. . . . . . . . . . .. . .. . . . . . . ' GENERAL.CONSTRUCTION. ... N GENERAL CONSTRUCTION. NOTES CONT. :. ELECTRICAL NOTES CONT..' . . .. .. . ... . . ..: . _. : .. . ... . _. . .. .1„: FOR THE PURPOSE OF CONSTRUCTION.DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY GENERAL ' 22. ALL EXISTING INACTIVE SEWER,.WATER,CAS,ELECTRIC,AND OTHER'UTILITIES,WHICH INTERFERE WITH THE :8. THE CONTRACTOR-SHALL CONFIRM:WITH LOCAL UTILITY COMPANY ANY/ALL REQUIREMENTS SUCH AS THE' ''. ... ... .. .. . electr�f 'CONTRACTOR:%%% ,' -- '" '' 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 E.m' ' - . - � 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 BROUGHi'TO THE ATTENTION.OF.THE .'- . . .. 2. ALL SITE WORK;SHALL BE COMPLETED AS TNOICATED•ON:THE DRAWINGS. SUBJECT TO THE APPROVAL OF THE OWNER,AND/OR LOCAL UTILITIES. erica ... . .. GER. TO .. . -Q0 am - CONSTRUCTION MANA PRIOR BEGINNING ANY:WORK. ' ��� - . .. 3. THE�GENERAL CONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE THEMSELVES WITH ALL. "" ' .' - - - E -ELECTRIFY AMB2ICA,LLC 23. THE AREAS OF THE OWNER'S PROPERTY•DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT g,'.CONDUCTORS:CONTRACTOR SHALL USE 98X'CONDUCTIVITY COPPER OR ALUMINUM.WITH TYPE(THWN-2) 2003 EDMUND.HALLEY DRIVE SUITE200 .. "' CONDITIONS AFFECTING THE.PROPOSED WORK AND SHALL MAKE PROVISIONS.GENERAL CONTRACTOR SHALL _ "' ��. ... .. -- . , OR DRIVEWAY,SHALL BECRAOED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION S " RFSTON,VA INSULATON 600 VOLT:COLOR CODED UNLESS SPECIFIED DIFFERENTLY:ON DRAWING "' ::: BE RESPONSIBLE FOR FAMILIARIZING;THEMSELVES WITH ALL CONTRACT DOCUMENTS,FIELD CONDITIONS, _.. . .. .. .. 10. A W- 5 W MAN COM - - :24. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION EROSION .. .. . . .. .. .. .. .. - - �� � -• NSTRUCTIONS AND RE MENDA TH ING.INSTALLATION TO FOLIO UFACTURER'S I TIONS.-- - 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" ' ... ... LL N 2 WIR .. 11. OUTLET BOXES SHALL BE.PRESSED STEEL IN DRY LOCATION CAST ALLOY WITH THREADED HUBS IN -- WITH CONSTRUCTION.ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE'ENGINEER.PRIOR .AND:LOGE JURISDICTION FOR EROSION AND SEDIMENT CONTROL _ • - - -• TO:7HE COMMENCEMENT OF WORK. - 25 FROZEN GROUND SNOW OR _.. .. .. .. . .. .. E GROUP - NO'F,ILL OR EMBANKMENT MATERIAL SHALL BE-PLACED'ON FR FROZEN'MATERIALS; WEf/DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR:OTHER CLASSIFIED AREAS: -C 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN�STRICT ACCORDANCE WITH ALL APPLICABLE CODES, 12.-lT:IS NOT THE INTENT OF THESE PLANS. SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. - IearB ue Oelu�StNU(TVP ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. " ' .. :- . : '. REGULATIONS,AND ORDINANCES.GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND ..� •- -' .- CO -CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS.FOR A COMPLETE ELECTRICAL SYSTEM.AND 26. THE SUBGRADE SHALL BE BROUGHT:TO A SMOOTH UNIFORM GRADE AND COMPACTED TO 95 PERCENT :-'-'-, '-- . -.'".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 i. - 0 0 ORDER. AUTHORITY REGARDING THE OF WORK. '- .,." . .. DENSITY IN OPEN SPACE.ALL-TRENCHES IN PUBLIC RIGHT OF WAY SHALE BE BACKFILLED WITH FLOWABLE. . PROVIDE ALL REQUIREMENTS'FORTHE EQUIPMENT T .. ... .. ' ,' CONTRACTOR IS TO PROVIDE ALL ELECTRICAL EQUIPMENT UNLESS'OTHERWISE DIRECITED 0 �® '• . 3. ALL WORK SHALL BE PERFORMED BY A.LICENSED:ELECTRICAL CONTRACTOR IN A FlRSf CLA55,. �"Dewberr ' 5. ALL WORK'CARRIED OUT SHALL COMPLY WITH ALL'APPLICABLE MUNICIPAL AND UTILITY COMPANY-.; 'FILL OR OTHER.MATERIAL PRE-APPROVED:BY'THE.LOCAL:JURISDICTION.... ... SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES,AND APPLICABLE REGULATIONS:. 27 STONES,AND OTHER REFU B REMOVED FROM - D0 wherry Engineers Inc. _ '-' . . . . � . . • .WORKMANLIKE:MANNER THE COMPLETED SYSTEM SHALL BE FULLY OPERA NAL•AND SUBJECT TO "" - .ALL NECESSARY RUBBISH,STUMPS,DEBRIS;STICKS,ST.O SE,SHALL E REM - . DE REGULATORY INSPECTION AND APPROVAL-BY CONSTRUCTION MANAGER. - "- 99SUMMERSTREET 6. UNLESS NOTED OTHERWISE THE WORK SHALL INCLUDE FURNISHING MATERIALS,EQUIPMENT, - - _ THE SITE AND DISPOSED OF IN.A LAWFUL MANNER. ' : APPURTENANCES,AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS:INDICATED ON THE q BROCHURES, WITH OTHER TRADES CE WITH THE PROG BOSTO NMA 02110..: '" '".. . . .28 ALL BR H RES,OPERATING AND MAINTENANCE MANUALS,CATALOGS,SHOP DRAWINGS AND OTHER . ....DRAWINGS. _ CONSTRUCTION. . .. � 14 ALL WORK SHALL.BE COORDINATED W TO AVOID INTERFEREN RE55 OF - - . :. - DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION' :.' FAX 617.695.310�0 . ' - '" 1 UA A D WORK FREE FROM OD OF '7. PLANS ARE NOT TO BE SCALED.'THESE PLANS ARE INTENDED TO BE A'DIACRAMMATIC OUTLINE,ONLY AND.PRIOR TO PAYMENT. "' --- : 5. CONTRACTOR SHALL C GUARANTEE NY/ALL MATERIALS AN DEFECTS FOR A PERT ... ... . .. .. ... .. _ "' 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 GENERAC.CONTRACTOR NOT LESS THAN ONE YEAR FROM OATE:OF'ACCEPTANCE. SPACING BETWEEN EQUIPMENT IS THE MINIMUM:REQUIRED CLEARANCE.THEREFORE R IS CRITICAL TO FIELD .. 16 .. .' -. .. 'UP,ON'COMPLETON OF PROJECT AND PRIOR TO FINAL.PAYMENT. . 'THE CORRECTION OF ANY DEFECTS SHALL BE'COMPLETED WITHOUT ANY ADDITIONAL'CHARGE AND SHALL VERIFY DIMENSIONS,SHOULD THERE BE ANY QUESTIONS REGARDING•THE CONTRACT DOCUMENTS,THE - 30. THE CONTRACTOR SHALL LEAVE:PREMISES IN A CLEAN CONDITION.:'. : REPAIR OF ANY O INSTALLATION,WHICH -OF NC INCLUDE THE REPLACEMENT OR THE OTHER PHASE OF THE IN MAY,HAVE - -1�. , :: CONTRACTOR SHALL BE'RESPONSIBLE:FOR OBTAINING A CLARIFICATION FROM:THE ENGINEER PRIOR TO BEEN DAMAGED THEREIN; � JU •" .y0 .. _ F UNMANNED AND 0 N WATER OR SEWER ERv._ ". y,�p Y,. St . M. THE PROPOSED ACILITY WILL BE UNMAN DOES NOT REQUIRE POTABLE W S n '" PROCEEDING WITH THE WORK DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE'.. " AND IS NOT FOR HUMAN.HABITABON(NO HANDICAP ACCESS REQUIRED).: .. 17. ADEQUATESURANCE SHALL BE PROTECTION AGAINST PU ,V, / .' ... . .. . .. ... 7 ... . :',. : ', REQUIRED"TO:SUIT,JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL'BE'INCLUDED,AS 32. 'NO OUTDOOR STORAGE OR SOLID WASTECONTAINERS ARE PROPOSED. .. : .. : '. LOSS.. . ANY/ALL DAMAGE FOR-'THE'.-DURATION ROF WORK.R * Y A fl , BUC ... .. ... ... ".. ... ... . ... ... ..: r. _ -•- ' ' ' '' 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 F_OROBTAININC ALL PERMITS AND INSPECTIONS REOU_IRED FOR -- - ' 8. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S - .OUTLETS AS INDICATED. J ... ... ... ... CONSTRUCTION.IF CONTRACTOR CANNOT OBTAIN.A-PERMIT,THEY MUSE NOTIFY THE'GENERAL CONTRACTOR ... . ... Z' ... ... .. ;'.. : ... .• • RECOMMENDA71ONS UNLESS:SPECIFICALLY STATED OTHERWISE •• I• - . .. .. .19. TRENCHING AND BACKFlL'.THE CONTRACTOR.SHALL PROVIDE FOR ALL:UNDERGROUND INSTALLED CONDUIT.. . �((t :.'.'., :. .9.''.IF THE SPECIFIED EQUIPMENT CANN07 BE INSTALLED AS SHOWN:ON DRAWINGS,THE CONTRACTOR:.,.--- 4 THE CONTRACTOR H AND DEBRIS Y BASIS AND/OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND-COMPACTION.REFER TO GENERAL SITE .'.- - _ '" SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL.BY THE ENGINEER PRIOR TO "' . 35 .. WORK NOTES. .. .. N ON ESE RAWI A ... ... ... . . .. .. .. .. PROVIDED..: IMMEDIATELY .� .." ': .. F Q 0 _ .3 INFORMATION HALL 1H OV DALL NGSSWAS OBTAINED FROM THE VISITS ND/OR DRAWINGS, PROCEEDING,' ,-' 20::MATERIALS,PRODUCTS AND EQUIPMENT,:INCLUDING ALL-COMPONENTS THEREOF,SHALL BE.NEW'..AND SHALL ... ... ... ... BY.THE SITE OWNER.CONTRACTORS SHALL NOTIFY'THE:ENGINEER OF ANY DISCREPANCIES PRIOR 70 ... ... A !4 .. 12/03%24 ." •' '- - 10. THE'GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR,THE SAFETY OF WORK AREA'ADJACENT AREAS .. ' ' • - - F U.L.APPRO MS SHALL MEET OR EXCEED REQUIREMENTS OF THE ' '' .- - _ 'ORDERING'MATERIAL OR PROCEEDING WITH CONSTRUCTION. - .'APPEAR,ON,THE LISP 0 VED'fTE AND. 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::: . . -'- - - "' "' CO CONTRACTOR S WINGS OR MANUFA RMATIO"21 NTRA R HALL SUBMIT'SHOP'DRA CTURES CTALOG'INFO N OF ANY/ALL' :. . 1.1. THE GENERAL CONTRACTOR:SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER .." . - - LL OTHER ELECTRICA APPROVAL BY THE CONSTRU CHECKED BY: , DER . ,- .. .. .. ,. LIGHTING Fl%TURES,,SWNCMES AND A L'ITEMS'FOR APP CT,10N" .. ' ... DISCIPLINES.. ... ... . ... . . ... . ... . 12. CONSTRUCTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ELECTRICAL NOTES - . I. 1. _ _ .. -, .. "-MANAGER;PRIOR TO INSTALLATION _ • -' -, _.- . ' . ... ... .. _ ... ... APPROVED BY: HJ - - 22.:ANY CUTTING OR PATCHING DEEMED NECESSARY FOR:ELECTRICAL WORK IS THE ELECTRICAL CONTRACTORS - - - . .. ACCORDANCE WITH APPLICABLE CODES AND TIE BEST ACCEPTED PRACTICE. ',, .. '• .. R - ., ' . : . . . . .. .. .. 0 M . ... SATISFACTION . ... . . ... :13: WORK PREVIOUSLY COMPLETED IS:REPRESENTED BY LIGHT SHADED LINES AND NOTES.THE SCOPE OF RESPONSIBILITY AND SHALL BE INCLUDED IN THE C05f FOR W�. ORK AND PERF ED�TO THE S ACTION FIR,JECT(i:� 50165658 1. THE ELECTRICAL CONTRACTOR SHALL.SUPPLY AND INSTALL ANY/ALL- WORK INDICATED.ANY/ALL'.. '. OF THE'CONSTRUCTION MANAGER'.UPON FINAL ACCEPTANCE.' WORK FOR THIS PROJECT 45REPRESENTED BY DARK SHADED LINES AND NOTES.CONTRACTOR SHALL . . . ::: . . . . ... C C.. .. ". . .. .. .. .. CONSTRUCTION S C LICABLE SPECIFICATIONS. - _ CONSTR TI N MALL:BE.IN ACCDRDAN E WITH DRAWINGS AND. CATIONS.-IF - WITH ONLY TYPEWRITTEN DIRECTORIES 0180381 .. .' -. . . .' NOTIFY THE GENERAL CONTRACTOR.OF ANY EXISTING CONDITIONS.THAT DEVIATE FROM THE DRAWINGS PRIOR- O- - 24H.P. HEAVY-DUTY.Q AND LOSU '.. '."'23 THE ELECTRICAL AL CONTRACTOR'SHALL LABEL ALL PANELS .'.",. - ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS,CONTRACTOR SHALL NOTIFY - - : - DISCONNECT SWITCHES:SHALL BE H..RATED HEAVY-DU DICK-MAKE A QUICK-BREAK ENC RES.... ... JOB/: .5 " TO.BEGINNINC 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 AB HOURS PRIOR TO A 0.. .. .. .NOT PROCEED.WITH THAT PORTION OF WORK:UNTIL THE'CONSTRUCTION MANAGER'HAS.DIRECTED THE •. � COMMENCEMENT of WORK. " .. ' _ "' "' "" ,. CORRECTVE'ACTIONS TO BE TAKEN. . : . I. 25.�ALL CONNECTIONS EXCEPT THE EV CHARGE�CABLE TERMINATION IN THE CHARGE�POST SHALL BE-MADE WITHA PROTECTIVE COATING OF AN ANTI-OXIDE SUCH AS'NOALO%'BY•IDEAL INDUSTRIAL INC., REV:..GATE DESCRIPTION 15_: THE CONTRACTOR SHALL PROTECT-EXISRNC IMPROVEMENTS,PAVEMENTS,•CURBS:LANDSCAPING AND - - :2: THE ELECTRICAL CONTRACTOR SHALL:VISIT THE JOB SITE AND;FAMIUARIZE THEMSELVES WITH ANY/ALL: , COAT ALL WIRE SURFACES'BEFORE CONNECTING.EXPOSED dLUMINUM.h COPPER SURFACES,INCLUDING *STRUCTURES.AN L BE REPAIRED AT C SE TO THE SATISFACTION -Y DAMAGED PART SHALL CONTRACTOR'S EX. TION .. .. OF THE OWNER. .. .. .. '" COMMUNICATIONG - S. .. .. ... . .. . ... . . .. A SE ALL . ... . . ... .' CONDITIONS AFFECTING ELECTRICAL'AND INSTALLATION AND MAKE PROVISIONS AS TO THE' COST THEREOF:THE CONDITION OF EXISTING ELECTRICAL'EQUIP.,LIGHT Fl%TURES,ETC.,:THAT;ARE PART OF '. '. ROUND BARS SMALL BE TREATED' NO SUBSTITUTION .' "' '. -' '" 16. THE CONTRACTOR.SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START:OF CONSTRUCTION. - ::: ' ' ' ' "' ' ' ' -' ' ' ' ' '"' THE FINAL SYSTEM,SHALL BE VERIFIED BY THE CONTRACTOR,PRIOR TO THE SUBMITTAL OF HIS BID.FAILURE - _ ' 26 ALL,EXTERIOR AND INTERIOR ABOVE GROUND.CONDUIT SHALL BE RIGID-UNLESS SPECIFIED OTHERWI . .. I. BURIED CONDUITS SHALL BE SCH 4 PVC UNLESS SPECIFIED OTHERWISE " ' . 17. THE'GENERAL CONTRACTOR SHALL COORDINATE'AND MAINTAIN ACCESS FOR ALL TRADES AND CONTRACTORS 27: RACEWAYS;CONDUIT SHALL BE SCHEDULE 40 PVC,MEETING OR EXCEEDING NEMA TC2--1990.THE 2.12/03/24 . ISSUED FOR FINAL .. .. . .. .. .. " - .. LIEVE PER WOR .. '. - "' .. TO THE SITE AND/OR BUILDING. . "' "' _ ' '-- - "' C 0 1 09/03/24 ' ISSUED,FOR FINAL ' "' ' "' ' TO COMPLY WITH THIS PARAGRAPH WILL IN-NO WAY RE CONTRACTOR OF FORMING ALL K NECESSARY FOR A COMPLETE AND WORKING SYSTEM GO SHALL PLUG AND CAP EACH END OF$PARE AND EMPTYCONDUITS AND PROVIDE TWO - "' '.18: THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF: SEPARATE PULL STRINGS-�200 LEE TEST POLYETHYLENE CORD..ALL.CONDUIT BENDS SHALL BE-A :.". .. . .. .. - - CONSTRUCTION UNTIL JOB COMPLETION. ES - THE LOCAL HAVING JURISDICTION E BU7 .. 3 ALL WORK SHALL BE:PERFORMED.IN ACCORDANCE WITH THE LATEST.EDITION'OF THE NEC AND ALL CODES.�.. - AND LOCAL ORDINANCES_ ,_ CAL POWER COMPANIES ON AND SHALL INCLUDE.. .. .' MINIMUM OF 3 FT'RADIUS.RGS'CONDUITS WHEN SPECIFIED SHALL MEET UL 6 FOR GALVANIZED STEEL.- - ��0 07/16/24 ISSUED FOR FINAL��� _ ', A 03/20/24 ISSUED.FOR 90R'REWEW 19. THE'GENERAL CONTRACTOR SHALL MAINTAIN,IN GOOD CONDITION ONE COMPLETE SET OF•PLANS WITH ALL LE FOR. D RIGID CONDUIT.COAT'ALL THREADS WITH ... ... 'NOT BE LIMITED;TO: .' -. '. .. ._: _ ."'ALL'FITTINGS'SHALL BE SUITABLE R.USE'WITH:THREADED '" REVISIONS,ADDENDA AND CHANGE ORDERSON THE PREMISES AT ALL TIMES. - - •SITE NAME: 20. THE CONTRACTOR SHALL PROVIDE PORTABLEFIRE EXTINGUISHERS WITH A RATING OF•NOT LESS THAN .A: :.UL- -UNDERWRITERS LABORATORIES' :- -. :,". .. .. _ B. NEC-NATIONAL ELECTRICAL CODE -- . !�. - - - ... ' NYPA - SOUTFIOLD ' '-'- :'BRITE_ZINC'OR'COLD CALM - -' _ . 28 �SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC - " .. .. : �. .. . : '. 2-A:10-B:C AND SHALL BE WITHIN 25.FEET OF TRAVEL DISTANCE TO'ALL:PORTIONS OF WHERE THE WORK : . 29. CONNECTORS FOR-POWER CONDUCTORS:CONTRACTOR SHALL USE PRESSURE TYPE INSULATED TWIST-ON (SITE NUMBER-.': ' ... ... ... - ASS , .. ;.' '.IS BEING COMPLETED DURING.CONSTRUCTION. ;.'. .. :. ",. - D SMALLER USE SO L TERMINAL LUGS FO 0.8'.. . C NEMA NATIONAL.ELECTRICAL MANUFACTURERS OC. - . D. OSHA-OCCUPATIONAL.SAFETY AND HEALTH ACT ... ... R::701192 - CONNECTORS FOR N0..10 AWG AN LDERLESS MECHANICA R N � : •-�� -�- :21. ALL EXISTING ACTIVE SEWER,WATER GAS,ELECTRIC,AND OTHER'UTILITIES SHALL BE PROTECTED AT ALL .. _ .. '- SITE ADDRESS ' . .. E.. .SEC.-STANDARD'BUILDING CODE .. '"' - - AWG AND LARGER ... ... _ TIMES,'AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK.SHALL BE RELOCATED AS - - 3 TWO LENGTHS'OF'WARNING TAPE AT A DEPTH OF 12''BELOW,GROUND AND "' "" F. - -NFPA='NATIONAL FIRE PROTECTION ASSOCIATION: .. CT .54375;MAIN ROAD .1 � - DIRECTED BY THE ENGINEER.E%TFLEME CAUTION;SNOUID BE USED BY THE CONTRACTOR WHEN IXCVATINC -DIRECTLY ABOVE ELECTRICAL SERVICE SERVICE CONDUITS.CAUTION TAPE TO READ - ' .. .: 0 - - - 4. 'DO NOT SCALE ELECTRICAL DRAWINGS,REFER'TO SITE'PLANS AND ELEVATIONS FOR,EXACT LOCATIONS OF - • SOUTHOLD, NY 11971 '- - ORDRIWNG PIERS AROUND OR NEAR UTILITIES.THE CONTRACTOR SHALL PROVIDE SAFETY-TRAINING FOR CAUTION BURIED ELECTRIC'. . ... . ... . ... ... ... . . .. - .. .. . .; . .. ... ... THE WORKING CREW.THIS SHALL INCLUDE BUT NOT BE LIMITED TO A FALL PROTECTION,B)CONFINED*: LL NOT INTERRUPT WITHOUT WRITTEN ::31. WHEN DIRECTIONAL BORING IS REQUIRED,CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE WITHIN . ... . ... ... SHEET .. .. .. .. ALL EQUIPMENT BUT CONFIRM WITH'CONSTRUCTION MANAGER'ANY SIZES AND LOCATIONS WHEN NEEDED. - � � :S. EXISTING SERVICES'711E CONTRACTOR SHA PT EXISTING SERVICES - •• SPACE C)ELECTRICAL SAFETY,AND D)TRENCHING k EXCAVATION. - - .. :' �* � :- INSTALLED CONDUIT TO'ALLOW'FOR IDENTIFICATION OF UNDERGROUND CONDUITS. -. - - - - . PERMISSION OF THE OWNER. .- .. -" .. .' .. .. '. . .. TITLE . -'.' . : 6 A 5 G R IS NOTES* I '� � 32. ALL.BOLTS SHALL BE STAINLESS STEEL .. -� : .THE CONTRACTOR SHALL PAY FOR NY/AEC PERMITS,FEES,INSPECTION AND TESTING.THE:CONTRALTO .. .. .. .. ". ..� :'.. ..GENERAL .' :'.. - ''' '" "' 3 D EQUIPMENT SUP BY THE CONTRACT D '" . - ITS AND APPROVED S O THE WORK BEGINNING E TO UBMITTAlS PRIORT E NG OR ORDERING 3•:ALL.MATERIALS AN PLIED;AND INSTALLED OR:SHOULD BE NEW AN .. .. :. _ ,_ .. .. .. .. .. - . ... : EQUIPMENT.: . ... . . .. : .. ... ... UNUSED. .. ... ... . . ' N DOCUMENTS INDICATES THAT THE - - ... .. - ... .. SHEETNUMBER- .. . .. . .. ... ... ... ... .7: THE TERM'PROVIOE"USEO IN.CONSTRUCTION AND SPECIFICATIONS, GN -, ... .. .. CONTRACTOR SHALL __ STALL .. .. .. .. .. LL FURNISH'. . IN . ... .. ... ... .. .. ... . ... . ... . . ... ... ... GENERAL. SITE WORK NOTES GENERAL==SITE WORK.-NOTES CONT. GENERAL. SITE WORK. NOTES CONT. . .. .PART 1 -GENERAL .. _ .. .. y r ' '" ..PART 2 PRODUCTS(CONTINUED) // elec �F _ CLEARING,GRUBBING,STRIPPING,'EROSIONCONTROL,SURVEY,LAYOUT,SUBCRADE PREPARATION AND FINISH" -4. GRANULAR BEDDING=WELL-GRADED SAND MEETING THE GRADATION REQUIREMENT OF _ 3. TRENCH EXCAVATION: .•,_ i�/ • �/f1 a y' GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN-THESE PLANS. - -- - C S S OR ,.-- - FINE AGGREGATE., : ,. UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOWN ON THE DRAWINGS - ASTM C 33 A 5 G -" - - 5. -CONTROLLED LOW STRENGTH MATERIAL(CLSM)-'A'SELF:LEVELING AND SELF COMPACTING,' _ AS DIRECTED BY THE GENERAL CONTRACTOR.PROVIDE SHORING,SHEETING AND BRACING AS - ' /'. ..America R R NCES: • - A: DOT(STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR-HIGHWAY- - W YDRIVE,SUITE 200 ... ... ,CEMENTITIOUS MATERIAL COMPOSED OF SAND,;COARSE AGGREGATE CEMENT FLY ASH,WATER ', � �REQUIRED TO PREVENT CAVING OR SLOUCHING OF THE TRENCH WALLS � �' ELECTRIFY AM .. .. • CO AND EDITION). - HA _ UNCONFINED 8. MINIMUM.OF 6 INCH E EDGE OF THE ... ... AND ADMIXTURES CLSM SHALL BE EXCAVATABLE ANDS SHALL HAVE A DESIGNED _ DM RESTONLVA 20191 ..: B. AASHTO(AMERICAN ASSOCIATION'OF STATE HIGHWAY AND TRANSPORTATION OFFICIALS) COMPRESSIVE STRENGTH OF BETWEEN 50 TO 100 PSI. CONDU T.WIDTH C. - .. .. .. '. 6. BACKFlLL-PRODUCTS MEETING THE REQUIREMENTS OF SUITABLE:MATERIAL GRANULAR BEDDING, . EXTEND THE A MIN ES BEYOND THE OUTSIDE a. OUTERMOST WHEN SOFT YIELDING OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED EXCAVATE"" -' .. C. ASTM(AMERICAN SOCIETY.FOR TESTING AND MATERIALS). ' -' - _ -' THE REQUIRED TRENCH-TO A DEPTH OF NO LESS THAN 12 INCHES BEL D.. OSHA(OCCUPATION SAFETY AND HEALTH ADMINISTRATION). : 7 _ AN ORGANIC CO ALLOW VEGETATIVE ELEVATION' BACKFlLLWITIi 12'OF GRANULAR:BEDDING MATERIAL OW _ GRANULAR BACKFlLL OR CLSIU .. :. THE REQUIRED .. - TOPSOIL ',SOIL:WITH CONTENT.SUFFICIENT.70 A GROWTH. ' ClearBlue �nlnp5T9UC1URvp -�- PART 3-EXECUTION � ��� � .2. INSPECTION AND TESTING:.. '-' � 4 TRENCH.BACKFlLL: .. ... . .. .. .. .. - A MATERIAL OR FLOWABLE WITH THE DRAWING . .. .7 GENERAL' . •" "' A. FIELD TESTING OF;EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY AN, - -'_ ..' _ PROVIDE GRANULAR'BEDDING.HATER FILL IN ACCORDANCE 5: • • _ INDEPENDENT TESTING-LAB:THIS WORK IS TO BE COORDINATED�BY THE GEUJERAL CONTRACTOR. _ ', -' A. BEFORE STARTING GENERAL SITE PREPARATION ACTIVITIES,-INSTALL EROSION AND SEDIMENT AND THE UTILITY REWIREMENTS CONTROL MEASURES-THE-WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH " NOTIFY THE GENERAL CONTRACTOR 24 HOURS.IN ADVANCE OFBACKFlLLING. Dewberry _ B.�ALL WORK SHALL BE INSPECTED AND VERIFIED FOR CONFORMANCE AND RELEASED BY THE ENGINEER �• WHO SHALL-CARRY OUT THE GENERAL:INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER CONDITION,THAT IN THE EVENT OF RAIN THE'SITE.WILL BE DRAINED AT ALL TIMES. •C. CONDUCT.UTILITY CHECK TESTS BEFORE BACKFlLLING.BACKFlLL AND COMPACT TRENCH'BEFORE _ B. BEFORE'ALL SURVEY,LAYOUT,STAKING;AND MARKING,'ESTABLISH AND MAINTAIN ALL'ONES.GRADES, ' :ACCEPTANCE TESTING. D2WI72FT)/,Ef gf tiers Inc. PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON THE DRAWINGS.IT IS THE .. 99SUMMERSTREET . ... - ._ - ... ... - EXECUTION DUCT UTILITY LOCATE ... ... • - GENERAL CONTRACTOR(S)RESPONSIBILTTY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING: ACCORDANCE D. I 0 I 5- SUME7�MA 02110..: ELEVATIONS AND BENCHMARKS NEEDED FOR EXEC N OF.THE WORK.CON TE IN, 'PLACE�GRANULAR TRENCH BACKFlLL UNIFORMLY ON BOTH•SOES OF THE C NDU TS N 'INCH C RDANCE WITH THE ONE-CALL NOTIFICATION - UNCOMPACTED LIFTS.UNTIL 12:INCHES OVER THE CONDUITS.SOLIDLY'RAM AND TAMP BACKFlLL INTO _• WITH FURTHER WORK THAT WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT. - PHONE- C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE.-REMOVE-TREES,BRUSH,STUMPS, FAX 617.6953310�0 .. .. .. .. .. .. SPACE AROUND.CONDUITS..' .. .. ON OR PROTRUDING ' 3. SITE MAINTENANCE AND PROTECTION: - RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING G THROUGH THE . ... .SURFACE:OF THE SITE AREA TO BE CLEARED.'. .:: ':E. MACCT OR OF BALANCED LOADING. 'PROTECT FROM LATERAL MOVEMENT,IMPACT DA , A.'PROVIDE'ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION '" ' " .. .. .. .. .. .. D.. 0 .. _ GRADE. .. ..' REMOVE,THE"FOLLOWING MATERIALS TO A'DEPTH,OF NO LESS THAN 12 INCHES BELOW OF THE CONTRACT.. .. "' .. ORIGINAL GROUND'SURFACE:ROOTS,SUMPS,AND OTHER DEBRIS,BRUSH,AND REFUSE EMBEDDED- OF Nr' .. .. .. .. .. .. . ._ . .. .. . G. COMPACT A A DENSITY .0 AN THAT OF THE -F: ABOVE THE CONDUIT EMBEDMENT ZONE PLACE AND COMPACT SATISFACTORY BACKFl -MATERIAL IN �e INCH�MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE REQUIRED FINISHED_SURFACE B. AVOID DAMAGE TO:THE-SITE.AND:TO EXISTING FACILITIES,STRUCTURES,TREES,AND SHRUBS ' EXISTING UN L IMMEDIATELY ADJACENT H. MP T FINAL. BACKFILL TO DEN TY EQUAL.TO'R GREATER THAN IN OR PROTRUDING�THROUCH'THE GROUND SURFACE RAKE DISK OR PLOW THE AREA TO A DEPTH � UNDISTURBED ENT TO.THE TRENCH. � J(1`ST DESIGNATED TO REMAIN.TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE NOT ND R 0 ALL CO - DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. - _ _ � OF NO LESS 7HAN 6 INCHES,�A REMOVE TO A DEPTH'OF 12 INCHES ROOTS AND OTHER _ - : .." DEBRIS THEREBY EXPOSED. .. 5.,,FINISH GRADING: - - *' t ... - ... C. KEEP SITE FREE OF ALL PONDING WATER. - - E..'RFMOVE.TOPSOIL MATERIAL COMPLETELY'FROM THE'SURFACE UNTIL THE SOIL NO'LONGER.MEETS A.' '-- A: PERFORM- GRADING TO PROVIDEPOSITIVE DRAINAGE AWAY FROM STRUCNRESANDSMOOTH, _ '- - D..PROVIDE EROSION CONTROL MEASURES.IN'ACCORDANCE WITH STATE 00T,LOCAL.PERMITTING AGENCYEVEN - ... ... ... - ... 7HE.DEFINITION OF TOPSOIL AVOID MIXING TOPSOIL WITH SUBSOIL OR OTHER UNDESIRABLE SURFACE DRAINAGE OF THE ENTIRE AREA:WITHIN THE LIMITS OF CONSTRUCTION..GRADING S AND EPA REQUIREMENTS. ' .. ... _: '.' ..: SUFFICIENT' Y BE STOCKPILED 0 ING FINAL SITE - ', E. PROVIDE AND MAINTAIN'ALL'TEMPORARY FENCING,BARRICADES,.WARNING'SIGNALS AND SIMILAR ,.- ', '- _ B QB75 �t4•�� MATERIALS FFlCIENT TOPSOIL,MA N'SITE'FOR USE-OUR SHALL BE COMPATIBLE WITH ALL SURROUNDING TOPOCRAPHI'�AND:STFiUCTURES DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY-DURING THE ENTIRE PERIOD OF" ; M N OF FILLS EMBANKMENTS REPLACEMENT.OF REMO GRADING _� � �� � �� � � UTILIZE SATISFACTORY.FILL.MATERIAL RESULTING FROM THE EXCAVATION'WORK IN THE ... F. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED,FILL DEPRESSIONS RESULTING FROM MATERIALS: KMENTS AND FOR REP VED UNSUITABLE ... .-- - -- CONSTRUCTION.REMOVE ALL SUCH DECES UPON COMPLETION OF THE WORK:- -- 1 ZIO3I24 ... .: : CLEARING,GRUBBING AND DEMOLITION WORK COMPLETELY WITH SUITABLE MATERIAL'' ..: ': -MATERIALS; -EXISTING UTILITIES: :DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY 7}1E _ .. .. .. .C: REMOVE'EROM THE SITE AND DISPOSE'IN:AN AUTHORIZED LANDFILL ALL DEBRIS RESULTING FROM 'C.:REPAIR�ALL�ACCESS ROADS AND SURROUNDING�AREAS USED DURING TI1E COURSE OF THIS WORK ,. OWNER OR OTHERS,EXCEPT WHEN PERMITTEDAN WRITING BY THE CONSTRUCTION MANAGER AND THEN -' " ' .. CLEARING AND GRUBBING OPERATIONS.BURNING'WILL NOT BE PERMITTED. "' ., _ •TO THEIR ORIGINAL CONDITION. - - DRAWN BY.' ONLY AFTER ACCEPTABLE'TEMPORARY UTILITY SERNCES 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:." '. .. '6. ASPHALT PAVING ROAD::." .. VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE'DRAWINGS AND TO ASCERTAIN THE CHECKED BY• ." :.", DE72 ' .. .. .. - ,T0,PROCEED BEFORE INTERRUPTING ANY UTILITY.SERVICE '-' _ OTHERWISE. ' -' - „' EXISTENCE-AND LOCATION OF ANY STRUCTURE UNDERGROUND STRUCTURE OR,OTHER.ITEM NOT PLYING SEAL COATI' A. CONTRACTOR RESPONSIBLE RE STRIPING AND.AP NC,UNLESS - H. SOD PLANTED IN THE FALL MUST ESTABLISH ITS ROOTS BEFORE THE FIRST WINTER FROST.DETERMINE STANDARD SPECIFICATION. APPROVED BY: HJ - - - _ - SHOWN THAT MIGHT INTERFERE WITH THE PROPOSED CONSTRUCTION.NOTIFY THE CONSTRUCTION :B., STATE%%%STA ON. .. WHEN THE FIRST FROST USUALLY OCCURS;AND PLANT THE SOD NO LATER THAN ONE MONTH BEFORE .- .. .. .. .. _ _ .. .. - THAT T A THE .. .. .. __ . .. , .. THE FlRST FROST.IF THE CONSTRUCTION IS FINISHED LATER THAN ONE MONTH BEFORE THE FIRST ' '" "' FROST,USE STRAW UNTIL SOD:CAN BE INSTALLED. - MANAGER OF ANY OBSTRUCTIONS WILL PREVEN ACCOMPLISHMENT OF �WORK AS INDICATED ON THE DRAWINGS. - ..' " .. �. _ .. .. .. .. SEPARATE AND STOCK'PILE'ALC'IXCAVATED MATERIALS SUITABLE FOR BACKFlLL.ALL EXCESS �" � � ��:7 ACING �'" "" - K. THE GENERAL CONTRACTOR SHALL LEGALLY AND PROPERLY.DISPOSE OF ALL SCRAP MATERIALS, - A. WORK/STA CONFIRMED T PRE-CONSTRUCTION MEETING AND SURROUNDED -GINC AREA TO BE C MED A E ONSTRUCTION SITE TIDED:. OBJB: 50180388 ... _ ... .. _ .. EXCAVATED AND UNSUITABLE:MATERIALS SHALL BE DISPOSED OF,OFF-SITE IN A LEGAL MANNER. ... ... ... ... J ... ... RUBBISH,DEBRIS,STUMPS,STICKS,AND'STONES.' .-' BY TEMPORARY FENCE(SEE DETAIL BELOW)DURING CONSTRUCTION. 'J. DURING EXCAVATION,THE CONTRACTOR SHALL'PROVIDE SHORING,SHEETING,AND BRACING AS; L: THE GENERAL CONTRACTOR SHALL REMOVE ALL TRASH DEBRIS FROM THE SITE SON A GAILY:BASIS. B. POSSIBLE LOCATION FOR TEMPORARY DRIVE AISLE:CLOSURE DURING CONSTRUCTION: SUBMITTALS ... .. .. .. PREVENT CAVING 0 EXCAVATION. _REQUIRED.TO' R SLOUGHING OF ' 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 m. . -.---. A. AS SOON AS PRACTICAL,.AFTER COMPLETING CONSTRUCTION.OF THE'RELA7ED 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 ... ... ... .. .. .. "' '" U EQUIPMENT OR MATERIALS, BE PROVIDED TO TO UNAUTHORIZED -_ ... ... ... ..: THE EXCAVATION WITH APPROVED MATERIAL'T0.RESTORE THE REQUIRED FINISHED GRADE 'MOVING EOUI LS,'A SPOTTER SHALL -PREVENT- ... ... _ . .. .. PART 2-PRODUCTS - :.'. - ENTRY: " .-- - - .B.' PRIOR TO,PLACING BACKFlLL AROUND'STRUCTURES,ALL FORMS SHALL BE REMOVED'AND THE' 2.12/03%24 '. ISSUED FOR FINAL . ... 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 09/07/24 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. 0, 07/i6/24 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 ' O7/20/24 OR 90R REVIEW ENDURO SHADE CLOTH BY :. 'A ISSUED.F '- - _ HEN RISES IN 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 ER(0 3 EQU ALS -- . - L-166 1N 0 227 DEE ENT SOILS." ;;: ', ;: N0.9 5 ACE,ED 0:148't 0.0 - - - /FT GALVANIZED STEEL ' .SAME'DENSITY AS NATIVE SOIL WHERE HAND OPERATED COMPACTORS ARE USED,THE FILL'': T LB TE NAME: 'TEL•1 B04'2 T: 27 0 O SI SI - 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'WIRESIZ2` MESHNITOP (FASTEN FAFENCt DO NOT FASTEN :.'PIPE'(TYP) .. .. ' REFUSE ORPARRCLES SIZES GREATER THAN 3-INCH.SOILS THAT ARE TOOWEf OR TOO DRY TO BE TTOM.RAIL.OF FEN - ... ... . E• (SITE NUMBER;:AND BOTTOM SELVAGES Ta Bo FENCE.) NYPA ' SOUTHOLD _ WHENEVER TESTING INDICATES THAT THE CONTRACTOR HAS NOT OBTAINED THE SPECIFIED DENSITY,,' '- TWISTED AND.BARBED, COMPACTED TO THE SAME DENSITY:AS THE NATIVE SOILS ARE UNSUITABLE,::: C U CONFORMING TO ASTM F373 LB/FT GALVANZED STEEL (SI R: 7O119Z) ... ... :. THE SUCCEEDINGLAYER SHALLNOT BE PLA ED NTIl THE REQUIREMENTS ARE MET UNLESS '.' - " ' ' A491,F66B,0 5 �-' �� � � � PIPE(TYP) 3. GRANULAR BACKFlLL-.SHALL MEET THE FOLLOWING GRADATION. '" .. R .. ..: ... ... G WATER.OR .. " EFFORT TO MEET THE REQUIREMENTS... .. .. .. .. .. .. TITS. OTHERWISE AUTHORIZED BY THE CONSTRUCTION MANAGER�THE CONTRACTOR SHALL TAKE WHATEVER �T } SITE ADDRESS- APPROPRIATE ACTION IS NECESSARY,SUCH AS DRYING,ADDING W NCREASINC THE ' " 'COMPACTVE' COMPACTION REQ .5.4375 - ' " AD m SOUTHOLDAI 0 NYR11971 b .SIEVE SIZE - TOTAL PERCENT PASSING " .I SHEET TITLE.. '" "' ... ... "" .. .. ... . - 1 1/2 NCH(37:5 MM). 100� N0:4(4.75 MM) 30 TO 60 ... ... ... ..: RA NOTES II 'NO 200(0.075 MM) . 3 TO 15 ..GENE ,. . . j., .. .. .. .. .. .. .. ASPHALT PAVIN ( ) =aNUMB.. 'PROVIDE WEIGHTED.TEMPORARYFENCE ANCHORS FROM START: � � TYP ER :. _-.. .. .. .. .. ENGINEER APPROVED .. .. .. -. .. .. .. ( ) 3 .. .. - - TRAFFIC PRODUCT CODE,12150�R� EQUAL TEL .. .. .. .. 888 607 9fiB TEMPORARY FENCE DETAIL .. .. .. .. '. NO SCALE m".. a ' w. REINFORCED CONCRETE. NOTES CONCRETE SIDEWALK CONSTRUCTION REQUIREMENTS POST-INSTALLED ANCHORS REINFORCED CONCRETE NOTES: ..1. PLACING AND FINISHING'CONCRETE' - POST-INSTALLED ANCHORS:,: .. .. .. .. . .. .. .. .. CONTRACTOR THE NTRA TOR SHALL:PROVIDE ADEQUATE TOOLS AND EQUIPMENT'TO PRODUCE QUALITY WORKMANSHIP_ •' - � � � i electrify� 1. DESIGN AND CONSTRUCTION OF ALL.CONCRETE ELEMENTS SHALL CONFORM-TO THE LATEST '.. ,' .. 1. EXCEPT WHERE INDICATED ON THE DRAWINGS,POST-INSTALLED ANCHORS SHALL CONSIST OF 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 INSTALLEDAN ACCORDANCE WITH ' CONCRETE FOR BUILDINGS';ACI 318,'BUILDING CODE REQUIREMENTS FOR REINFORCED - - - - TH R RESPECTIVE ICC-ES REPORT AND MANUFACTU ER'S PUBLISHED INSTALLAT16N CONCRETE'. - - --: : - INSTRUCTIONS(MPII): ELECTRIFY AND THE SURFACE FINISHED WITH A WOOD OR STEEL FLOAT AND SURFACE TE%TURE SHALL BE A _ -. - - - - - - COURSE BROOM FINISH TRANSVERSE TO THE:SLOPE OF THE SIDEWALK OR RAMP.N0'PLASTERINC'OF THE - - - p EY DRIVE SUITE 200 2. DO NOT,USE,RETEMPERED CONCRETE OR ADD'WATER.TO READY-MIX CONCRETE AT THE JOB., : - SURFACE SHALL ' SITE.MIX DESIGN SHALL_BE:APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO PLACING - BE PERMITTED. - 03 EDMUND.HAIL _ �RESTON.VA 20191 APPLICATION- ANCHORING SYSTEM. �.ICC ES REPORT CONCRETE _ _ .. .3. ANY NEW CONCRETE NEEDED'FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL '.: 2. CONTRACTION JOINTS - CHORALE TO CON ESR-4868 .. .. .. • CONCRETE.' 'HILTI'HY 20D V3 ADHESIVE.w'SAFE SET' ' _ "' HAVE,4000 P51 SfRENGTFI AT 28'DAYS.NON-AIR,ENTRAINED CONCRETE TO BE USED ONLT' 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 SET - ACCORDANCE.WITH ACI 318 CODE REQUIREMENTS.. - '' E CROUP , :JOINTS,THE-CONTRACTOR SHALL BEGIN-AS SOON AS THE CONCRETE HARDENS SUFFICIENTLY-TO PREVENT 'HOLLOWDRILL BIT INSTALLATION I�rR HILTI RE:500 V3 ADHESIVE w SAFE ESR 3814� I Q' E.,J HOLLOW DRILL�BIT�INSTALLANON Crt,�9rwoCTv9• lue / SIZE SHALL BE 3 4 .. .. EXCESSIVE RAVELING'ALONG.THE SAW CUT AND SHALL FlNISH'BEFORE CONDITIONS INDUCE UNCONTROLLED'.. HILTI KWIK-%DUALACTION ANCHOR ESR-5085 '::MAXIMUM AGGREGATE ' REGARDLESS, HILTI 0 T _ ESR-4266 .. .. ,5 .THE FOLLOWING MA ... SiS. .. ... ._ CRACKS,RE ARDL H OR ER. .. ... .. ... _ .. .- - .. TERIALS SHALL BE U � _ _ ES OF TIME WEATHER. .,. - . '. :. .KWIK B L TZ 2 " . :PORTLAND CEMENT: ASTMC 150,TYPE I - - ESR, 3027 3 E%P ... - - REINFORCEMENT: ASTM A615,GRADE 60 . _._ ANSION JOINTS VE w SAFE SET ESR-3814 .. -. .. .NORMAL WEIGHT AGGREGATE: ASTM C 33..' .. .. EXPANSION JOINTS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE SIDEWALK-ABUTS-EXISTING �wbDeWbelc. REBAR�DOWEUNC� �HILTI REIS OUV3EADHE51 'WATER:." DRINKABLE' .' CONCRETE CURBS.DRIVEWAYS,AND SIMILAR STRUCTURES,AND EVERY TWO HUNDRED.FlFTY FEET AND AS __ 99SUMMERSTREET ADMIXTURES: .. NON-CHLORIDE CONTAINING, ESR 4868 SUITE700. ' SHOWN ON APPR ION JOINTS SHALL B -HALF OVED PLANS.EXPANS E FORMED WITH.ONE HOLLOW�DRILL BIT INSTALLATION .. HILTI HY 200 V3 ADHESIVE.w'SAFE SET 'REINFORCING DETAILS SHALL BE IN ACCORDANCE WITH'DETAILING MANUAL-2004-PUBLICATION - - '-' HOLLOW DRILL BIT INSTALLATION BOSTON,MA o21f0... .. .. .. .. .. .. .. .. :.'.'. PHONE:817.096.3400 SP-66'AND'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE';ACI-318-08. .. ' .. - .. - .. .. � FAX:817.696 3310 ANCHORAGE TO SOL16 'RICH HY 270 ADHESIVE ESR-4143 7. REINFORCING STEEL.SHALL CONFORM TO ASTM A:615,GRADE 60,DEFORMED UNLESS NOTED.. m OTHERWISE WELDED WIRE FABRIC SHALL CONFORM TO ASTIR A 185 WELDED STEEL WIRE FABRIC "" "" - -- GROUTED ... HILTI KWIK BOLT TZ 2 � ESR 4581�� UNLESS'NOTED OTHERWISE.SPLICES SHALL BE CLASS'B^ALL HOOKS SHALL BE STANDARD.' .. .. - UNO;. - - .• .. '.. .. HILT]KWIK HUS EZ. ESR-3027 .. .. ... . 8.-:THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL ANCHORAGE TO HOLLOW/ HILTI HY 270 ADHESIVE WITH SCREEN.TUBE: ESR-4143, ' 'UNLESS SHOWN OTHERWISE ON DRAWINGS: :. ." _ "'. MULTI-WYTHE MASONRY.'. ESR-4144 y�P O GROUNDING•.NOTES_ .. .. CONCRETE CAST AGAINST EARTH: 3 IN. 1. ES W ... -ANTI-OXIDANT BEFORE ..COAT ALL SURFACES� ITIi'AN ANTI ANT COMPOUND B MATING. .. .. .. .. CONCRETE EXPOSED TO EARTH OR WEATHER: #6mAND LARGER 2 IN. STRUCTURAL .. .. .. .. .. .. 2. U BETWE COAT OTHER METHOD AS AffROVED-BY THE 2' ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA;PUBLISHED BY: .. .. .. R 6F RECORD.- #5 AND SMALLER @ WWF 1-1/2. - .. Z �•� � a .. .. . ' ALL RF E5 WITH - COMPOU FORE - _ FOR GRO ND BOND TO STEEL ONLY•INSERT'A'CADMIUM'FLAT WASHER EN LUG AND.STEEE' HIM OR .. .. .. .. .. RMANCE SU AC AN ANTI OXIDANT ND BE MATING SUBS_TITUTIONHREQUESTS FOR ALTERNATE P ODUC15 MUST BE APPROVED NM WRITING BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO USE.CONTRACTOR SHALL PROVIDE CALCULATIONS _ -' CONCRETE NOT EXPOSED TO EARTH OR SLAB AND WALL 3/4 IN. - �B�S _ T N � T� SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING THE PERFORMANCE WEATHER OR NOT CASTACAINST THE GROUND: BEAMS•AND COLUMNS 1-1/2 ENSURE THE WIRE NATION IS WITHIN / _. ( SHINERS). ._ ... - N. .. . ... ... . . . .. - - - - - - 3� E INSULATION TERMI 1 8'OF THE�BARREL�NO RS. . .. .. .IN-SERVICE TEMP . .. .. .. .. .. .. TEMPERATURE.ETC DEMONS RATING THAT E B F THE CI PRODUCT I BOTH DRY AND WATER SATURATED.CONCR 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 � ., ' � VALUES 0 E SPECIFIED PR N ETE ' INCLUDING AN ICC.ES'REPORT SHOWING COMPLIANCE WITH.THE'RELEVANT BUILDING CODE. IV" ' .SEISMIC.USE LOAD RESISTANCE INSTALLATION CATEGORY TEMPERATURE, '. INSTALLATION:TF1J ..- .. .. .. 12/03/24 LISTED FOR USE IN THE APPLICATION WHICH THEY ARE INSTALLED. 3. DRILL HOLES WITH ROTARY IMPACT HAMMER GRILLS USING CARBIDE-TIPPED DRILL BIT,OR WITH ACI.301 SECTION 4.2.4. ' 10..INSTALLATION OF CONCRETE:ANCHOR,SHALL BE PER MANUFACTURERS'WRITTEN'RECOMMENDED '- - _ HOLLOW GRILL BIT WITH INTEGRAL VACUUM CLEAN AS PERMUTED BY ICC ESR.USE OF DIAMOND DRAWN BY. JC _ ___ CORE BIT UN ROUGHENING TOLL SHALL BE PERMITTED AFTER ENGINEERS T RECORD -_ •_ - -PROCEDURE.THE ANCHOR BOLT,DOWEL-OR ROD SHALL CONFORM TO MANUFACTURER'S � _ DRAWIN BE DRILLED :. RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL •• - PERPENDICULAR SURFACE CHECKED BY: GER .. BE CUT WITHOUT PRIOR ENGINEERING'APPROVAL WHEN DRILLING HOLES IN CONCRETE. ' ' ' .- .. .. APPROVAL.UNLESS OTHERWISE SHOWN ON THE CS:ALL•HOLES MUST TO THE 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 - .. ANCHOR FICA M OR L _ ,"ADHESIVE ANCHOR INSTALLER. INSTALLER:SHALL BE CERTIFIED THROUGH THE ACl/CRSI - ... ACI-301. ... ... '' ... '' ... ... ... ADHESIVE A R INSTALLER CERTIFICATION PROGRAM APPROVED EQUAL PROJECT'B:'� " .. '. 13.:DO NOT WELD OR TACKWELD REINFORCING STEEL .. 5' D CONTRACTOR SHALL ARRANGE AN-ANCHOR MANUFACTURER'S REPRESENTATIVE TO PROVIDE .. .. .. .. .� ON SITE ANCHOR INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. CONTRACTOR SMALL SUBMIT DOCUMENTED CONFIRMATION THAT'AlL OF.THE CONTRACTOR'S [JOB�: '.50180387 - -14. ALL DOWELS,ANCHOR BOLTS,EMBEDDED STEEL,ELECTRICAL CONDUITS,PIPE SLEEVES,GROUNDS �� � �� �� - _ ... 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-BERYEEN 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 CA E DRAWINGS. .. .• � ES INDICATED ON ' 16.:REINFORCEMENT SHALL BE COLD BENT:WHENEVER BENDING IS REQUIRED. .. .. .. .. .. .. .. '. .w :.'� 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 '' ... ... -. OTHER PLANES OF WEAKNESS.VIBRATE THE CONCRETE-TO-FULLY EMBED REINFORCING:DO NOT; •_ ,, NOTIFIED PRIOR TO COMMENCEMENT OF : PERFORMED IN ACCORDANCE WITH SECTION 4.3/4.4 OF THE[CC-ES REPORT FOR ' '�.. '. ..'INDIVIDUAL ANCHOR.SPECIAL INSPECTOR SHALL BE NOT HENCE ' USE•VIBRATORS TO•TRANSPORT CONCRETE THROUGH CHUTES OR FORMWORK. - COORDINATE INSPECTION . ... ... ... .. ... ... ::: : .WORK TO CODRO EFFORTS. 18. DO NOT PLACE CONCRETE IN WATER,ICE OR.ON FROZEN GROUND. .. a IN '_ _ .., : :'POST,INSTALLED ADHESIVE ANCHORS ARE.NO,T,PERMITTED TO BE INSTALLED 'MORTAR JOINTS ... . 2��12/07%24 �. ISSUED FOR FINAL -- ALL ANCHORS IN THE FACE OF 09 0}24 ISSUED FOR FINAL 19,.:DO NOT ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURING'AND'SETTING '; : '; ", ': 0 07/16/24 ISSIlEO FOR FINAL - •' TO.BE INSTALLED'WITH MASONRY'UNIT. PERIOD,OR FOR A MINIMUM OF 14 DAYS•AFTER PLACEMENT. .. - .. .. .. .. .. .. .. .. ENT .. .. :20.MAINTAIN TEMPERATURE OF CAST.IN:PLACE CONCRETE BETWEEN 50 DEGREES AND 90 DEGREES - - CONTRACTOR SHALL VERIFY EXISTING SLAB REINFORCEMENT WITH�GPR PRIOR TO DRILLING. .. .. ... .'.. .. FAHRENHEIT.FOR COLD-WEATHER AND HOT-WEATHER CONCRETE PLACEMENT,CONFORM'TO-.. '. ,.' .'.. . '. .,' :'.. '. ,.' RS AND EXISTING S. A 03/20/24 ISSUED.FOR 90S'REVIEW MAINTAIN AT LEAST-1?GAP BETWEEN ANCHORS AND EXISTING REINFORCEM AND MINIMUM 37 .BETWEEN ANCHORS PRESTRESSING.TENDON ... ... APPLICABLE ACI CODES AND RECOMMENDATIONS.IN EITHER:CASE MATERIALS CONTAINING SITE NAME:.. • CHLORIDE CALCIUM,SALTS,ETC.SHALL NOT 8E 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.. . SITE ADDRESS: .. 22.PROVIDE ACCESSORIES NECESSARY TO PROPERLY-SUPPORT REINFORCING. -. .. ... ... _ .54375:MAIN ROAD SOUTHOLD NY 11971 .. ... ... ... ... SHEET .. .. OTES III' •' ..GENERAL.N .. . . S U ::: ::: - :. ::: .. ... ... ... ... 1NAOLE59BLE I ... .. .. . 'LEGEND 've I6Ct1"!f ---- �:r America •� 1/ .'/J ADJO HEIR ATE .. .. ... .. ... DIG AROUND .- ELECT .. .. - •• TO HAND op -\ R IXISRNG CONTRALTO .. _ UTILITIES .. . .. .. .. .�. \: .r .. RIFY AMH2ICA,LLC • '"w' - ,'� ',, -- -- - 2003 EDMDND.HALLEY DRIVE SURE 200 . UNDERGROUND .. ... - EASEME \ � -RESTON,VA 20197 � UNDERGROUND Y ...._. .. ...... .. ...... .. '( 3Jp�Np� .. '-s�•- rl�� p� \�. g �GZ WATER Blue OVERHEAD UTILITY p 5 : UNDERGROUND STORM WATE R .. .. .. . uf5+t3iRUCIVR GRATE INLET :. '. :. .• : .. .. STREET LIGHT r .. � ... .. .. ` R ry �p�' � • � t ��oa W� ..�WATER VALVE- �.Dewber .5"/ o�Jµn,'t/ '\• ., ... N fir►y -- �/ ,\\\�L. si„ :y ..v Q -.ELECTRIC,NET D2WI]Qf Ef191f100fS If1C.� .. . .. .... ...... ..: / p � / \\ ELECTRIC OUTLET rtM�sT R EErEz-sc Existing Tree 0 (TYP-) suE7o ... ... BOSTON;MA 02110..: lk.• .. FAX e17.8195 3310qqq N o NP .. _. .. .. Existing Sign. .. 4 - N- �r%'3p4.'v .. LI "--or OWN 5 NH O _ (TYp.). p ...5``" O O LIBfR-iJ024f P�CE.359 - \--\\Z\ qy. ... APProximate Location- ... .E.. ... .. -O60.o0-02.00-003 ,./ O APn:loon 002 Existing Overhead ... ... ... _ in YP Approximate / • `lit Location or 'tin Underground Water .. .. .. \ .. --Line(TYP- ... ... ... •/ f. off' — ... ROXIMATE 110 .. OFPPROPOSED UTI .. .. .. .. .. ... ... ... i` - POLE UTILITY) ... ... .. LOCATION ED PRIMARY.UNDERGROUND � r CURB INLET '-, '/'/', _---- CZB UTILITY POLE- PR PROPOSED \\Nt \\\ Existing_Concrete f�QA OB75 T00=24.45'." :. :. .. TRANSFORMER( ROX U'1 V .. Sidewalk(TYp.) PRO \�\ e . .. 1NACC£55'BlE" .. .. .. .. CONDUITS' :\.. \�.' .. Existing .. \. .. .. R APP BO r; t .. - .. .. . ... ..r/ �S .., .. ... Asphalt Area ... ... .. DRAWN BY:... JIG ... .. ... . \ l .. .. .. .. � .. \\1 .. .. BOX .. ... .. ... .. .. .. . PROPOSED 3 PH '(41•X41'%18•,PE:SPLICE P') .. �'._. (PSE'APPROVED B:6159 CHECKED BY-. . . N .. ... ... '.' •�1r VD �' APPROVED BY:' OER� ... ... .\. ... Apple, imata Location'Of .. .. .. \ �EyE _ _ .. .. .. I. s E�E .. ._ .. .. IM .. .. .. ..lingUtjlity. _. .. '\ Existing Storm Water'Line .. Z�. I -. �FLE�\ Approximate Ute Location '� -- (TYP•) \'�M / - - - 1 _-Df Existing Undergrountl �� Pale.(YP) ... PROJECT B: 50165658 •" .. .. .. .. Y Ea ' ... :CRTIE i •.. ... \ ... ... a !E� \..a .. roc=2a.os- .. .. � Pile T .. .. 12.PP.FL NE-1294' .. - ... . ( BE PROTECTED). / .. .. ro Existing Light SUBWTiALS sD Past(T p� � "'�' \\ REV:,.GATE DESCRIPTION ... .. ... Existing. .. / B .. pnara" 1 \ .. .. \ .. .. p ." .. .. 2.'12/03%24 ISSUED FOR FINAL .- - gc �• �� ���� 1 09/03/24 ISSUED-FOR FlNAL ... ..: ... ISSUED FOR�FlNAL ED 195U FOR 90R'REWEW� .. .. .. .. 1 / •81TE NAME .. .. TIfr TOWN OF-SOUBi0L0 \• .. ApN 1 - - / .. ... USER 12975.'PAGE 517 (SITE NUMBE 1000-060.00-02.00-001.000 \\ / can caRP 79 NYPA SOUTHOLD " � 000 060.00-02.00 004.000 '' SI R: 701192)- AD 'SOUTHOLD,t'I R NY o1971 \ . . ... ... ... '� .. .. _ SHEET - OVERALL .SITE PLAN \ -.SITE PLAN 1 ... SCALE: 1•=20'FOR 11•z1T - ;:: \ Appr mate Location Of - ... ... :.'.'1'=10'.FOR'22x34' .. .. \:: .. .. TITLE�. .. .' .. \ .. "Existing Property Line(TIP.) - .. ..: •.: .. - SHE NUMBER - - 10' 20' :.. ... ... . C_1 .. . / w. : . :.DEMO QUANTITIES: . Existing Concrete - Sidewalk T - ASPHALT 640 SO Fr.+/ `vele ctiriy ... ... .. PARKING LINES 'GRINDING merica �'. �EL�IFY AMHiICA,uc i -- -•CURB N/A 2003 EDMUNDJiALLEY DRIVE SURE 200 - - RESTON.VA 20191 .. :: .. .. ./. .r. .. LANDSCAPING :. N/A W. ... .. _ .. ... .. .. .. .: Existing Trea(Typ. ) -: � •� IearBlue (TO'BE PROTECTED Il iS� \\4 � - � Cn,ra4STRV[rVPE 4ntfLLn e .. .. .. a .. .. DURING CONSTRUCTION) .. .. .. . NOTES Existing Utility ... - DISTURBED BY GTHE WORK TO THENSAME OR'BETTER CCONE CONDITION ' .. .. .. .. .. .. PRIOR TO THE COM E.WORK Pala(Typ., Dewberry® - e _ R�! zEngineers _. -' - - - - ✓ ! V - /', // //'/ L 00. APPRM ALU I.ATONSUTHEDCON RACTOR SHALL VERIFY ASHEEr LL QUANTITIES SBO MN,EMA 0210T:; ... .. ._. - PMONE 617:695.3400 - ew erry. r / v 3..TRENCHING IS TO BE USED[EXCEPT IN HEAVY TRAFFIC AREAS,MAIN D ACROSS STORE . .. .. ..' Cj�.�. � _ /// ',/ ✓'.Existing//' '// / ���. /,// .. .. .. .. ' ... .. ... Are ... .. ..a DRIVE AISLES AN ENTRANCE. / .. .. .. - _ APPROXIMATE LOCATION OF . .. - .. EXISTING PROPERTY LINE - .. _ .. .. / ..... ... \ T g , " .. GoRg/ /% / /' ... : �-(j �PL �x / /. .j�. 1 .`\. \ �/'/ gyp �o• (D / 1 /. .. � \\ DRAWN BY: JC CHECKED Y• DER PPR AOVED .c,,\ OJ ... .. - ... p \ < \� ... PRECT.®: 60165656 .. .. -. _ . �:- 1. :' - o. .. �C .. Existing Parking //� .. ... .. ... T \ .� Striping .. .., j V UOB 8: ..50160381 ... BE REMOVED .I'.. � \. .• TTALS (TO 'Br- s GRINDING)(TYP.)' REV:..DATE SU DESCRIPTION 1x \ ..a .. y- T:'.. y APproxlmate.Location Of \�I.: \ 11.. GRINDI ... .: '. :Existing�Undetgrountl Water Line(Typ .. '/� 1 (��.` 2.12/03/24 ISSUED FOR FlNAL .. ! �•. .. .. .. •:•' \\ \ 1 09/03/24 ISSUED.FOR FINAL '• .. 0 07/16/24 ISSl1E0 FOR FlNAL y. '// Existing �.\- ... \ Asphalt Area __ "' .Existing Parking /\ e 1 ( ) (SITE NUMBER; \. a �•NYPA sTE SDUTHDLD . .(rya,). . . . .. ... ... `'`o� ... ... ... ... ; SITE ADDRESS: .. .. - G. ... x'• 1 1 u. Jay .. .. .. \. m m\ .54375:MAIN ROAD "SOUTHOLD,'NY 11971 91 ... 1 ..... �� .. 1 �.' SHEET TfiLE r... SITE DEMOLITION SITE: PLAN ... ... SCALE-1•-!IV FOR 11•z17• 1. 11j ... ... .. 1-5"FOR 225k34• :. . - ...1I 0. Q ... ... 1 • :PLAN - SHEET NU ... .. \ �;. L ... .. ... ... ... ... C ` ... . ... . . .. . .. PROPOSED DISPENSERS' (YP) e!e 8 PROPOSED�UTILffY .WITH FINAL UTILITY DESIGN,:. -•360K1V CABLE TYPE �- I'�', Existing Concrete COO DINATE Sidewalk T CHARGE POST ctrify- NUMBER .. .. .. ... ... - - americ .. .. .. :." .. SUITE 200 .. -0- CS DRIVE CCS ELECTRIFY L�ICA,LLC ._ .. .. .. C 4 S�O� i VA 20191 ... ... ... CCS. ... ... .. 29 •�- � PROPOSED.- : .. POWERCABINET-. �/. � '• CCS .. .. .. .. .. ( •-) � A' �- CCS .. ..e Vie' PROPOSED ii PROPOSED'CONDUITS ROUTEff TRFX FENCING 2 1• CCS .. ... .. UNDERGROUND FROM POWER 39 deal BIVe e .. .. CZ9 ,\ - \ � 390 lF� C 9 .. ... nran SrRVS IVR .. -- TO. S .. -SHARED W OUTPUT CABINETS DTC DISPENSER TED .. ... .. 2-3 5 IXCEPT:WHILEECHARCINCRKANDON ' � " •SUM,- A PROPOSED METER \ 5�� NEWMOU W DE S EVOLVE NY'SIGNACE(TO BE _ .. - e • RED 360K TPUT ' 'STALL COUNT .. .. .. .. ..: POLE MOUNTED)(TYP.-4) I G H-FRAME( C-4 _ Dewberry®.. .. ... ... PROJECT ... ... ... _ COUNT 6 I � 95UM .. .. .. \v\ .. y.\ SUTTE.700 .. .. .. — \\ EXISTING STALL'C Dewberry Erigi c. L � PROPOSED STALL COUNT 6 ER STREET Existing Tree(Typ.) --: R� ��. :- ••^•: /`^ \\ S't Existing Ut'lity NET PARKING STALL CHANCE _p B0.STON,MA a1170 v. 1 - - - • �� -- 1 C 3 .L� Pole T- PHONE:6,7.695.3400 i .. .. (TO BE PROTECTED �j .'. '.' .. / .••. . � � - \ \ (YPJ- - .. .. : P 1 .. �. ... .. .. FAX 8,7.695.3370 .. \ 2 - -' e-7 DURING CONSTRUCTION) P J • PROPOSED LIGHT POLE WITH.. .. .. .. '�'NO PARKING EXCEPT WHILE KEYNOTES ..' _ .. . CHARGING'SIGNAGE AND EVOLVE C-6 C-6 C-7 ..NY BANNER MOUNTED ON IT _ ��/� 1. � I E aE\ ��_ 1. SOD PLANTED IN THE FALL-MUST ESTABLISH ITS ROOTS BEFORE„ THE FlRST WINTER FROST-DETERM NE WHEN THE FlRST FROST .. .. (TYP.-1) (FROM SDEWALK TO ( THE SOD NO LATER THAN ON /`P \fi.JUST 1 E d � � Approximate Location Of CHARGER IFOUNDATIO- (. �P _ ,g•© • \ USUALLY OCCURS,MONTH BEFORE E FIRST TAFR E .. Existing L D CAN BE INSTALLED. DST. ng Property Line - �\ � � � \p ;\ FINISHED ED LATER THAN ONE MONTH IF THE FIRST FROST.' IS ... - SO A TYPO. 2' 1•`� USE STRAW:UNTI r .. 1 PROPOSED EV Ln ry .. �2.. THE CONTRACTOR SHALL RETURN SIDEWALKS,�CANDSCAPINC, CHARGING DISPENSERM s •\° ... _ PR°POSED TR 1 SYSTEMS,AND ANY OTHER'FACILITIES 10'-e•WIDE EK - .\... PLANTERS,IRRIGATION, FAA Q875 _ PROPOSED DISABLED THAN EXISTED _ COMMENCEMENT OF THEWORK:,. -DOUBLE GATE C 9 � DISTURBED BY THE WORK TO THE SAME OR BETTER CONDITION' • ACCESS,ACCESSIBLE*NO g / /2-2 /3�q�a ,19 / PROPOSED'SECONDARY CONDUITS 2 .. 3 EXISTING (� - - R ROUTED UNDERGROUND FROM -' PARKING EXCEPT WHILE / - / •. e® ° 2'-3• - HAND DIG TRENCH N PROJECT LOCATION TO AVOID " CHARGING-AND TRANSFORMER m SWITCHBOARD",C_g �\ UNDERGROUNDNCONDITONSECONTACT ENGINEER:IF EX12J03I24. ... .. EVOLVE NY: - .. s �\ . .UNDERGROUND CONDITIONS CONFLICT.WITH.PR OPOSED SIGNAGE(TYP..1) F. / - - \rIP' :. .G ._ .. .. . .. - .. - ^\ � .. : .. .. � INSTALLATION: .�(L M/Z/1• V .. ... �G"... PROPOSED 1 .. \\ \\ .. .. .. - .. .. . ... - �� ... ... - DRAWN BY:.. JG .. ... . SWITCHBOARD E_3 \ \. �, _. ; \ 4. PROPOSED ACCESSIBLE STALL AND ACCESS AISLE SHALL,NOT, ,. �ME Rg ' -• SHALLBERPAI�NTEDLWHITENWITHY HATCH DIRECTION. LINES ACCESS CED AS CHECKED BY:MAXIMUM OF DER ... ... _ 0 ... .. .. .. / .. .. �� PAINTED LETTERING SHALL BE A INCHES IN HEIGHT. .. .. .. /. .. .' sM�C •�- .. � .,, r• ��� ,_ .. PROPOSED �, GPI c ��CONCRETE PA . - .. .. .. APPROVED ... MJ . \ MINIMUM OF 126 PROJECF 9 BY 50165658 Q _ \ _' �• / : tG`` :9'6 PROPOSED UTILITY WARNING 4- �� • ' •St?' ®^ y0®_ _ __. .G��r .. .. BOLLARD(TYP.-9) / JOB III: :.50180381 ... 4 � �G of `�, � \9- BMI.. '.. . � � TTALS - S.. ... cj .. .. - a�. .. .. REV: DATE DESCRIPTION DESCRIPTION .. .. . °f� \fit•- - 9 6 (Ty ter Lin �,. .. - .. .. .. - :ExistingUnderground 9 \ . ... :. . a ��y :. Q� ,2/03/24 . ISSUED FOR FINAL ISSU .. � - ..:� ' 07/016 24 ISSUD FORFINAL . . .. .. -.. __. `�G .. :..' .. .. - .. \\ _. A 03/20/24 ISSUED.FOR BOx"REVIEW PROP T — \ FOR FINAL 9' .MARK( C'B `QG "O Pxisting •�f•`�Y'`�I ... .. \\ As rea ' .Stisting Parking - SITE NAME (TYV) -. - -. .. : ... `ll riping( ) �\'O .. \� \ NYPA SOUTHOLD . (SITE NUMBE ... .. ... / .. NEEDED) ... ... .. ... .. .. ... ... . / Existing Asphalt�� �� � \ _ (TO BE REGRADED'AS .. .. _ NOTE ) .. �.P• _. .. • (SEE 4 • \ \� SITE ADDRESS a .54375:4AIN ROAD D SHEET TIRE ENLARGED SITE PLAN scAq 1=10'FOR„•xI7 1 �sz { � SITE PGAN ... ... .17.5'FOR 22%34• ... - . .. .. D,... 5• .. �0 .. �� SHEET NUMBER:'. \..' \..' ... :. .... IN .. a. w. .. .... .. E .. .. PROPOSED"METER .. .. _ .. 1,�• - (TM IR3�B �e if c s : csa _ N NEW wm MEzteleldto amenca .. :. .. .. - .. .. .. ..p 4 .:. D SIZE .. .. .. . .. .. .. TABLE FOR PA ..;.. . -.::- .-: p - -4 2'-MIN. 3/4'CHAMFER _ �_ T PROPOSED 8'THICK 2003 EDMUND HALLEY DRIVE SURE 200 r 1'-3• 3 I' 6•. _ (TYP.) PROPOSED (TYP.-ALL.SIDES)S CONCRETE PAD .. f' RESTON;VA 20191. :: _. :. :: :: OAR - .. WAY _ " L— •J �; p EV 2 2000A e . BARS O 12- of I . P..p.'. ...SWITCHB D E73 2'CLR' EACH a r--:8".. p .. .. .... .. .. .... /. p // .. .. .. NOTES: ue 1. CONTRACTOR 70 SLOPE PAD BETWEEN 0.5%TO 2%TO PROMOTE POSITIVE DRAINAGE. .. a .. - - - �\ �\ \'t`U\\ \�z \/ \��\�\• _ARROW SHOWN S SLOPE 1,THIS SHEET,IS DESIGN INTENT OF DRAINAGE.p .. .... .. .. ... .. .... 'I v .. .. o W \ \\4 \\� \\\\\\ \ � _ ? '. p V// /\ / l 2. REINFORCEMENT SHALL MINIMUM:A 3•MIN FROM EDGE OF CONCRETE(U.N.0). ... I r p Air: � ... .. ... .. gip: .. PROPOSED -;'3.. ''UNDISTURBED SOIL TO MEET IBC MINIMUM:SPECIFICATIONS. J -' COMPACTED CLEAN REPARED SUBGI. -' '" .. .. .. I- -1'-0•MIN o - GRAVEL .. R Dew r - .. . " : _ - 4. SEE CON SHEET GN-3. �o lie �rY • -• •' - (TYPJ Dewberry.Engineers Inc. ... ... _ PROPOSED CONCRETE'PAO 2 5. REBAR AND-CONCRETE ON FILL IN AROUND ALL CONDUIT-PENETATIONS FOR POWER B95UMMER STRfiET - .. _ .. .. .. .. .SUDE700. .. .... . (95R STR DA 0 RAD . - .. ... .. .. .... .. o 9 .. .. .. ..CABINETS AND SWITCHCEAR.- . C"4 r � .. BOSTON:IAA 02110 .. .. .. W W 0. .. . I p - - PHONE.B1].896.34f10. 1(O p AD DIMENSIONS: EN E 5/8'AB.IEILB PR 6 W/. ... .. ... .. ... ., z EFFECTIVEEMBEDM ANCHORS (4 1/2•-NOMIN L M FDMTf IENT)(OR K BOLT AP ROVED EQUIVALENT) I; 1 I i;.:: :'..: :': .' CONCRETE P :: 6.. �, FAX:81].896.3310 ' J. ,. � _ PAD TYPE CONCRETE I L I W I t'(THICKNESS AREA EQUIPMENT 4000 PSI'"12' O'12' S' 8• 148.8 S.F. ' .... .. .. ... .. .. .. .. .. p. .. .. .. .. � .. .. - .. .. w. .. - .. .. .. N.T.S. ! L 1 ��yO' .. - CONCRETE PAD.DETAIL �pF ti� ... ... PROPOSED_TREK FENCE ... - ��P�Q .. 12 .- .. .. ' .. .. (SEE SHEET C-B FOR' .. .... .. �' .. .. 0,-g•. .. .. .. .. .. .. .. .. _ .. .:: . UST .� `r -- - C-9 POST PLACEMENT AND �- �- -� � �� _ �1 � � - "� PACING PER PLAN V � � T.. .. ... SPACING) :: .. :..I:. A f.Ate. - .PIPE CAP �O ... ... - - ... _ PA I �' ._, 4' 0"MA%. O"MAR. Z a .. .... .... .. .. .. .. .. DUI .. .,. :. .: .. .. - .. ... ENLARGED PROPOSED EQUIPMENT LAYOUT: RECOMMENDATIONS FOR �P��203/24 """ PIPE(DALY. q. �•p �8]$ CLAMP P51(9 OR P2558 3 GALV.) .. .. .. NS 1 1•=2'FOR 11•x1T "' -" "' ,'. MANUFACNRER" .. . COMMEN RO .. ... .. .. ... .. .. ... .. .. .. .,. .1'=2'FOR 22'z34• .. _ BOLT.TORQUE .. .. .. .. BOLT TO .. � . ... .. .. .. .. - .. DRAWN'BY• :, .. .. :. .. ... :. . ... ... ... -. :" .. :.. CHECKED BY• : .:: :': OFR -� � �� E%ISTINC CRATE SECTION A-A � -� -� � � - - -' .. .. .. ". .. .. .. .. .. .. APPROVED BY:.. NJ .. .- .. .. .. .. .. .. .. 866-10 END CAP'- .. .. " _ o .. :.. .. :: .. :.. .. I - U ... ... .. ... .. .. ,' I I !�zl-5/8`z 7'0•UNISTR T- JOB 8: :: 50180381 .. ... .. .... .. .. .. .. .. .. .. .. .. .... .. .. .. .. :1'REBAR CDR BAG RESTRN .. .. RE1'REB,(FROM INLET 'IXPANSION. Ls R®AR NOT II - REV:.'AATESU MI OAERIP710N .. ... .. .. .. '" .. .. INCLUDED) .. .. .. .. "... .. .. .. .. .... .. ... .. .. .. REQUIRED NT.. SPACE AS .. .. :. .. .. :: .. :.. :. .. :.. FOAM .,, ... ... ... OVEitROW :: .. .. .. .. .. .. a .. .. .. .. CROWN ::.. H .. - .:' 6ILTSACK DuMP LOOPS 2.12/03/24 ISSUED FOR FINAL (REBAR NOT � F0071N0., 7 09/03/24 'ISSUED FOR.FINAL .. .. .. .. .. .. INCLU .. -. _ — — _ . .. .. DE . D: ... *IOOTI,Nl; O7/2/24SSUED:FOR 90S'REVIEW . N _... .. .. 2'HOT BR. : SEAL.AT SAW CUT. .. .. PAVEMENT .. .. .. .. .. .SEAA1(TYP.) .. .. .. .. .. : FlE- .. .. .. .. .... . : .. .SURFACE COURSE" 2%SLOPE INSTALLATION DETAIL '��-,�, ,�EX STING ._ v. .. 1` :: .. :.,.,_ (SEE;NOTE 1) - SURFACE:' '-' a' � -..:. a :: SITE NAME I , a' .. ' . 4' -:.:NYPA = SOUTHOLD 6-8•COMPACTED,NYSDOT TYPE ABC - n - _ - - a" ''s' 18.8,�4000 PSI STONE(100R STD.'PROCTOR) -EXISTING BASE �� C v CONCRETE FOOTING SITE NUMBER::701192) V MIN.COMPACTED SUBGRADE(1009 STD.PROCTOR)I .. .. .. - — — .. .. 1. FOR EX .. .. .. ." �\� '�\� < e CATCH BASINA NLETS TO BEREMOVED BY G ". .. :. ., .. v a CONTRACTOR. COMPLETION OF WORK .NO .. .. .. .. .. .. .. NOTE: .. .. .. I .. - --_ _ ACTOR.AFTER COMP in ' e - 4' SITE ADDRESS:-. :,� 54375.MAIN ROAD ... SO 1. MAINTAIN EXISTING DRAINAGE-PATTERNS: - - - - - 2: DETAIL SIMILAR FOR ROUND INLET. SLOPE TOWARD EXISTING STORM DRAIN. "•- - - ': - .. .. 6"(TYP.) '' -' o. a. ASPHALT PAVEMENT DETAIL SHEE TITLE ...SCALE N.LS-.. .. .. ".::" _ _ .. .. .. .. .. .. .. .. . .. .. .. .... .. - .. .. .. .. .. .. EQUIPMENT LAYOUTmm w. .. CATCH .. BASIN:1NLET.PROTECTION DETAIL.- :: . :: SCALE N.T.S. .. Y .. — .. SHEET UMBER- .. .. ... .. .. .. .. .. .. .. .. .. -. ... ... - ... SCALE N.T.S.: TYPICAL M: FRAME DETAIL 0-6 - - .. .. .. .. .. .. .. .. .. .. .. .. ... .. .. 1 4 ' 0'6 1/4' 0 - -- � .D:�- . . a . ,:.telectr y . : a e c ELECTRIFY AMERICA.LLC ... .. .. KEE _ .. • ;AIR ACCESS� 2003 EDMUND HALLEY DRIVE SUITE 200 P CLEAR 3/4• ��� � � � RESTON.VA 20191 (TY?+)' ' 0-'PROPOSED�1/�0 HILTI KWIK BOLT CABINET OU E 0'9 J/4' �— EIE OUTLET ::TZ2 S W � 1 4"E .. .. .... ... PROPOSED 1:/2•'0 HILTI KWIK.. .. 'EMBEDMENT)EMBEDMENT(W/OVERSIZED .. . .. .. .... BOLT TZ2 SS316 W/3-1/4".:. ." .. .. WASHER(TYP.-4):: .. _p...J. TUNE.: .. .. ... .. .. ... :.. :. "EFFECTIVE EMBEDMENT:: .. � .: .. :.. :, � � ,xrnasrgvcruPecaouo :. ;. 3-3.4"NOMINAL EMBEDMENT'. :' :. '.:: :. MOUNTING'PLAN:, UTILITY ACCESS �(2)4" ,, _ ,, ... K P,CLEAR .- J PROPOSED ( / ) ._ ,. _ ._ _ .. STUD MOUNTING CONDUITS : .. .. .. BOLLARD W/OVERSIZED WASHER' : .... .. 5•_p^ . .. .. .... . ..AIR VENT .. .. .. .. .I ■ .. .. Air Flow .. .. BASE „�,1. , Dewberry .. .. .. ... OUTUNE - i - i Clearance{T )yp. S I >: I ❑. — - M. 1 Dewberry Engineers Inc. �/� - •I UTIUTY" .=� _ 995UMMER STREET .. .. .. .. .. .. .. .. .. .. .. — AIR '_ •i_ _ ACCESS' SUITE 700 .. .. .. .. .. VENT w - .. ., 0'-9 "'7 :: ) •L (TYp PBHONE 817.69613400 J�•. I 10 9. :. _ (a)3" (z)"1^:: �` :-- - FAz:6ne9s.3a10 .. .. .... -- -- ---. .. ... _ .. .. CONDUITS ----- - _ .. -. -. - p_g• SEE NOTE 5 PROPOSED •10'MA%. 0'-6' ::INLET .: ... �'. ) ::PROPOSED 1/2•'0 HILTI KWIK BOLT'TZ2 0-2" _ BOLLARD .:'(TYPJ : .. .: O'_2• :. .:"..C=S TY PLAN: (TYP. .:'SS716:W/:3-1/4"EFFECTIVE EMBEDMENT .. .. .. r1 .. .r .. _ .. .. . .. .. (3 3/4••.NOMINAL.EMBEDMENT) 1' B" .. .. Existing 0-7 - .. P ... .. n :Existing:Grade _ ° .. .. .. W OVERSIZED WASHER TY 4 ... ... ... .:NOTES: 122'M2 . -3- - 1. BOLLARD IS FORCONCRETE PURPOSES ONLY. '' '' --- CONDUIT - �' FOUNDATION _ .. .. .. REBAR OVERLAP ( ) .. .. -:.-:- .. .. r :. TOP&BOTTOM:. 1 .. .. •:'. ° 2. &SIGN PL4 .• h ,I, n• i - �� CONTRACTOR�TO ENSURE-BOLLARD CEMENT DOES NOT .. ... :. .(TYP.): n .• :.. 'I;- in o RESTRICT CHARGERsDOOR SWING. PLAN .. .. .. .. A. .... .-. ,. BSC® _ .. ., ...CABINET.WEIGMT'=1655 LEIS .... .. .. .. _. ° w EACH WAY,C .. ,. .. D TO BE LEVEL WITH EKISTING CURB TO • n w 'TOPH&6OOTTOM TOP OF DISPENSER PA PROPOSED ,p 'B)$ �l4s� - ' .. MAINTAIN WALKWAYS AND AVOID TRIPPING HAZARDS. _ _ _ •._ _ . :: :. ° is ." 3. .. ... .. .. .. ... (EQUALLY SPACED) :' ?�-5� CONCRETE 4 USERS MA CE .. .. ..2.-6 ATION. .. .. __ ___ ,, __ _ u ''�' •,, _ 'SEE BTC POWER INSTALLATION'AND 'MANUAL PA 17 FOR. ,_ FOUND C� ( . fi'CLEAN-,COMPACTED COMPUANCE'TO ADA STANDARDS. 12IOSI24 .. .. :: :. I' �:' �. "•. ° GRAVEL(TYP•) . FRONT ... ... 5 - CONTRACTOR TO ADD PERMANENT NUMBERING,CONNECTOR TYPE AND EMERGENCY CONTACT LABELING TO EACH TOWER&:DISPENSER.� � � Jp, .. .... .. .- ... .. .. .. .. TE LABEL MATERIAL WITH-ELECTRIFY ICA LLC MANAGER.:: .. .. .. .. .FRONT ." SIDE .. :. COORDINA IAL WITH - TRIFY AM ER . .. .. .. .. .. DRAWN BY: .. .... .. .. .. .. .. ... :: CABINETS _ O.C. - � � ��� :CONTRACTOR TO SEAL BOTTOM"OF.DISPENSER AND TOWER CABIN CHECKED BY: OER EACH war BTC DC FAST CHARGER :DISPENSER FOUNDATION. DETAIL �� .. = :PERMANUACTURERssPECIFc9noN5ANDRECOMMENDATONS. BTC.DC FASTER CHARGER-POWER CABINET.FO.UNDATION DETAIL.: .. .. .... Top &.BOTTOM.. .. .. I .. .. SCALE 3/B'-1'FOR-11'x 17• _, _ ; _ SCALE N.T.S:- APPROVED BY: HJ .. (EQUALLY SPACED) 3/4'=1'FOR 22•x34' 7. CONDUIT NOT SHOWN FOR CLARITY. - , G ... ... .. .. . . ., .. .: :. .. .. MANUFACTURER'S S INSTALLATI .. .. .. .. .. .. .. .. .. .. 0' 1' : : 2' S' PROJECT g: 50165658 :- B. CONTRACTOR:TO�FlELD VERIFY THE ANCHOR SPACING:PER: : .. .... .. ... .. .. .... _ .. .. .. .... .. .. .MAN ON-MANUAL. .. .... ... . ' JOB Q: 50180781 .. .. .. .. .. .. ANSI O ZSUPC2017 .. .. .: _ .. .. .. _ .. .. YELLOW SUP COVER YE .SUBMITTALS - _ :' ANS12535.2 2p17 YELLOW SUP COVER.. :: :: � ': :: ... _ _ .. REV:..GATE :. DESCRIPTION ".. . .. - .. - .. .. .. 3"SCHEDULE SO STEEL PIPE .. .. .. .. '. _ - .. _ .. CONCRETE .. WITH STEEL PIP . FlLLED�WITH � 3"SCHEDULE BO STEEL PIPE ' .. .. .... .. .. .... .. .. .... .. .. .. .. .. .. .. FILLED E . .. .. .. .... .. ... .NOTES: . M0.39 x0. .. . .. ... .. 59"SCREW : 'o :: : : M0.39`z0.59"SCREW " - BOLLARD S FO (TYP.-3) .:':i .. .. .. .. (TYP.�3) .. .. .. .. .. .. I-09/03/24 'ISSUED FOR.FlNAL .. . ..o :1� I R WARNING- ... .. .. ... .. ... .I :. PURPOSE ONLY. - 2. BOLLARD DETAIL FOR BOLLARDS .0 0l/16/24 ISSUED FOR FINAL - Ews g Grade AMERICA . -DISPENSER tin C A 03/20/24 ISSIIED,FOR 90S"REVIEW ... .. ... .. ... .. ... FOUNDATION : :.1.5 r1.5" ECUIPMENTLECT :. :.. .. .. ELECTRIFY q. .. _ � 3. CONTRACTOR TO PROVIDE-(2) ... .. ... .. ... :. U2E SUP - SITE NAME .. ... .. .. ... .. .. NOTES:.. .. .. .. () ®12 3 STRIPS C .. .. .. .. .. .. .. ' .1 .. .. .. ..(3. 3 la.•.I CO ER STEEL PIPES .. ,•j°:. (SITE PNUMBERU 701192) .. .. .. .. .. .. ... :. 1. BOLLARD.IS FOR WARNING L,. I. F.<I .- ... _ .. ... .. .... .. ... :. PURPOSE ONLY. .. ..C. C ... ... _ _ ° e t. .. .. .. (3)83 , SITE ADDRESS:'. .. .. 1• I.. .... .. ... .. .... .. .. .. . BOLLARD DETAIL FOR BOLLARDS .I I TIE BAR - EQUIPMENT.ELECTRIFY A - - .AROUND MERiCA I •I 54375.MA N ROAD EQ I :I •i i 120• = SOUTHOLD,INYR11971 .. .. . . .. .. O.3s x0.59 .. .. .. .. .. .... _ • ^I I 5)84'VERTICAL:REBAR ° I � SCREW .. .. .- .. .. 3. CONTRACTOR T0.PROVIDE(2) ..,L•-I' .. .. I:_I:' .. � .. ' :: '- :• :: 6'LONG,1/2"THICK FOAM • t• SHEET TITLE ... - -.. :.. STRIPS:CROSSED OVER TOP OF ° - CONCRETE . .. STEEL'PIPE TO STABILIZE SUP .: _ .. .. .. CONSTRUCTION 1-6 ." ..COVE .' ..' L J., DETAILS : • "'� � SHEET NUMB ., .. ...:: ,i 4' DISPENSER WARNING BOLLARD DETAIL WARNING BOLLARD DETAIL ... .. ... :. SCALE N,T,S.- :. SCALE'N.T.S. .. .. .. NOTE .. .. .. .. ._ .. .. .. .. .. .. _. .. .. 7• _ .. .. PROPOSED SIGN LO " ... a ._. .. .. ,.PROPOSED LIGHT (REFER TO SHEET C3) T Lv electrify: .. * ... .. .::'Fl%TURF.. -.. .. ... .. ai erica canoN .. .. .. .. 1-6.�. .. .. .. .. .. .. �PROPOSED SICNAGE ... .. ... .. U . .. .-. .SEE�NOTE 1 � :. :: ..ELECTRIFI(AMERICA,LLC 2003 EDIAUND HALLE1'DRIVE 5 E 200 "- - •� RESTON:VA 20191-,, .. .. .. .. w. :: ,. :__ ;. :: .. .. :. BRACKET.&ARMATURES AS :: .. :.. :. .. .. ... :. . '•' - `-' - EVolve NY RECOMMENDED:BY:SIGN ,FABRICATOR BASED ON .. ,,,_ - _ ALUMINUM,SIGN PAINT-FRONT. _• ,, '. ' - REQUIREMENTS AT EACH LIGHT '- _ BACK di ALL-RERIRN EDGES TO - - - - - :: POLE - .. - E0g0V . � MATCH PT 1 - ��� ear � ue PROPOSED LIGHT POLE .. .. .., - 9UaASTgV(TVA (VERIFY CONDITION AT EACH -_;:• - _ ®, ... .. LOCATION .. .. .. .. .. .. I)ewbL�i .. .. 5'. • • .. ) y ( ) .. .. :. .. beers Inc. NOTES: :: .. NY EVolve NY Dewberry Erigi . ... c ... ... _ 1 99 SUMMER LIGHT POLE*BANNERS:WL CONCEPTS,&PRODUCTION, - SUITE700 5� - . - EVolv. TYP. . StationFast Station DIGITALLY PRINTED VINYL -� � �• •� � - "INC.RIGID ALUMINUM BANNER OR EQUAL(1'-6•% -' Fast BOSTON;MA 02110 .. .. I .. R 4.'-5'MAX BANNER DIMENSIONS) ;,- ' :WRAP APPLIED.OVER SOLID SQUARE � - -- PHONE:617.896.0400 ... ... ... ... . . - FACE:ONLY STOCK SIGN POST ... FAX 817AI95.3. . .. .. . . - END CAP .. .. .. .. - _ 2 SPEC DETAILS: W/' PAINTED--125 ALUM.C0104 WHITE DOUBLE - - PROPOSED BANNER - APPLIED MESSAGING WRAP_: _ , (SEENOTE 1) EL MECHANICALLY M REFLECTIVE SIP MOUNT PAN FASTEN TO: - - w. ... . - EXISTING-LAMP POST CRAPHIC.IS FIRST'SURFACE APPLIED DIGITAL PRINT- � _ �nj=� .. .... .. .. ... .. .. VINYL .. .. .. _ .. .. -LOGO/CAR FIRST SURFACE.APPLIED.PRINTED � �� �FINISH � � �•%L' -WIN.. -. .. .. C4 WING SIGN BRACKET/SS4STRAP- � P v1.BUST rO,Q WHITE ... .. ... .. STABLE STRAP PANEL- ADJU \REQUIRES(3) PER PA 3. ALL OIMENSIONS�SHOWN MUST BE VERIFIED TO�BE�ITH LOCAL/MUNICIPAL CODES AND:: COMPLIANT W '�L°�A'�°T - INY POwer APPROVED:BY:AUTHORITY HAVING JURISDICTION:OVER M Y -�. & a , Autharit„ :" SIGNAGE PRIOR TO FABRICATION. .. .. .. .. •:•• a - m� .. .. .. ... .. .. ... .. .. ,... o.. . .. .. .. .. .. .. ROW OW OW .. .. 4060 PSI NSION&SPECIFICATIONS. D - .. RIGHT ARROW LEFT•ARRWITHOUT•ARR - tn4 4 REFERENCE FULL SIZE ART;FILE FOR DETAILE _ <:: 0B7$ ... _ ._. DIME TIONS::: A•y� --- - 5. DIMENSIONS SHOWN HERE MAY VARY BASED ON - .. .. .. .. .. .. .. :' '.. ':.':' .. 1. ORIENT ARRO P .. .. CONDITIONS�AT EACH LOCATION. W TO PATH OF-TRAVEL � - �� CONCRETE.. •: ' .. 'o i .. _ _ .. ... .. .. .. .. .. .. ... .. .. .. 2. ALL :. .;: :. 6. CONTRACTOR TO:COORDINATE W/NYPA FOR HEIGHT 1 :. - - --� - � - SIGN SHALL BE INSTALLED - 24 BELOW -• - - - - - -GRADE ,, ,_,_ , &LOCATION OF PROPOSED.BANNER.. .. '- -' - - OTHER PROPOSED SIGNAGE. .. .. .. .. F�--�-4�-0•: : ,-. DRAWN BY. .3/JG LIGHT:POLE BANNER SIGN: DETAIL EVOLVE NY CHARGING STATION SIGNAGE DETAIL EV PARKING SIGN DETAIL .. .. .. \ .. .. .. .. .. .. .. .. NTS .... SCALE N.T.S.N .. .. .... .. .. .... .. .... .. .. .... .. .. .... .. SCALE:..N.T.S.. .. .. .... .. SCALE - CHECKED BY: .. .. .. .. _ .. .- .. .. ..' .:.. - � APPROVED BY. NJ . .. .. .... .. .. .... :. .. .... .. PROJECT 8: 50165658 ... :�.:: :�: :' :�.:: :�. JOB 8: 12" ... .. ... ... .. ... . . : :. . - SUBMITTALS . .. . W. • :� REV:.:DATE :. DESCRIPTION �.. .. .. . . .. .. .. .. .. .. .. .. .. .... .. .. .. .. .. .. :: : : . 1 PARKING I PARKING I PARKING .. :: :: : .. :.. .... . .. .. .: EXCEPT.':' EXCEPT .•: � .EXCEPT - �� � ' ',:ON RED SIGN 07/16/241 - -- --, 1'09/03/24 'ISSUED FOR,FlNAL 03/20/2a ISSUED-FOR 90%'REWEW m WHILE:::: WHILE :WHILE MAIN BR KER:: �CH ARGING CHARGING. CHARGING FUNCTION AS EMER .ENCY' .. .. - SITE NAME ;: ADA-VAN :: DISCONNECT/ i b:' .: :NYPA SOUTHOLD . . . . EMERGENCY �*:' m�* �� DISCONNECT FOR MAIN':BREAKER " (SITE NUMBER' TO'':CHARGING :.:LOCATED INSIDE ; 7o i i ... '..:" .. ... .. :. ..: :. SITE ADDRESS::':9: .. - 77 NOTEs: WE STATIONS .. 0 1. BOTTOM OF SIGN HALL BE p. NOTES: 5 375.MAIN ROAD .. ... .. .. 971 INSTALLED 58":ABOVE:GRADE. .::' :. '. :. 0'-5' 01-10 .. .. .. .. .. .. .. .. .. .. - T .. .. .. .. .. .. _ _ .. .. .... -- .. ... .. .. .... .. .. .... .. 1:-BOTTOM OF SIGN SHALL BE�INS ALLED 66"•ABOVE•CRADE.� •o . • , ACCESS 2. SIGNS ARE TO HAVE A BLUE ' OLD, NY ' �� �� U�SHEET TITLE 11 ' .. .RETROREFLECnVE BACKGROUND 2::CONTRACTOR.TO CONFIRM WITH MUTCO:SIGNS:R7-113. :: :- NOTE • •- - NOTE- - WITH WHITE RETROREFLECTIVE '' - .: .. LETTERS .. 3 .. .. _ 1 -SWITCHBOARD .. .. .. USE • ARROW,AND,BORDER. SIGNS ARE TO HAVE A.WHITE RETROREFLECTIVE' ..1...TO BE PLACED'BY'THE MAIN 'TO BE PLACED ON OUTSIDE OFSWITCHBO .CONSTRUCTION '- - VE LETTERS "' E SWITCHBOARD - SECTION HOUSING: .. :. .. .. .. .. ... .. ARROW AND B .. ... BACKGROUND WITH;RED RETROREFl-ECTI .:' .:' 'BREAKER INSIO SING:THE MAIN BREAKER ORDER... :.. .. - .. DETAILS I I _ .. .. .. .... .. .. ... .. .. .... .. .. .. .. .. .... .. .... .. .. .. .... .. -. .. .. SHEET NUMB .. .. DISABLED ACCESS & ACCESSIBLE-SIGN NO PARKING EXCEPT WHILE CHARGING•.SIGN EMERGENCY,DISCONNECT SIGN .DETAIL ... ... SCALE,N.T.S.: :. ... Y ... .. ... .. ... .. SCALE N.T.S..::� .. ... J .. .. :' SCALE'N.T.S: : 1 W. el t if . : .. :.. .. america- '" ELECTRIFY AM ERICA,LLC .. ... ... ... 2003 EDMU .. ON,VA DRIV SUITE 200 . .. .... .. ... ... ... RES6TON,VA 2019I E. ... ... ... ::.:: PLAN' :: ..� :.. :. arBlue .. .. .,. - :.. :. - 77=777�� — rtgjiRUCIV RE 6ROUR 2,.9 :. Dewberry®.. :': Dewberry Engineers ER 7 � "� 99 SUMMER STREET .... .. .. .... .. .. ... SUITE 700. .. - LITHONIA'LIGHTING/RSX LED SIZE 1 LED AREA LUMINAIRE BOSTON,MA 02T10 .. :: .. :.. _ MVOLT RP -SHIELD - ' �" � '" _'_ � '� - :. LITHONIA R5X1 LED P1 30K R2 A-W/,ECS.SHI L - PHOTOCELL'OLL127F 1.5 JU - - ��: FAX817.895.3310 .. .. .. .. .. .. .. .. .. .. .. ELECTRICAL LOAD SO .. - .. .. .. .. UTHONIA LIGHTING ANCHOR BASE POLE - ... .. .. :: .. :. .. _ - . ... ... � '- '-' -'- SS 20 4 58 DM19A. ... ... _ :. .. R S FDL11 6B.DBLXD .. .. .. .. ... .. .. ... .. ... ., , . y,`p'`o�� w y0� .. ... .. ... .. n NOTES:: J� $T�'� .1. 20'POLE MAX 3'-0"'ABOVE GRADE.MAX WITH 4.5'ROUND.: r" :: .. .. :. :: .. .. :. .. :. :. .. .. :. .. .. AND LIGHT, -:.. STRAIGHT STEEL POLE.MAX.WEIGH1.OF POLE 160 .. ... :. L7 p, :. - o.::' LBS MAX EPA OF LIGHT'Fl%TURE:"1.7 SF a mm - ANCHORAGE DESIGN 1 :: .. ... .. .. :. .: .. .. :. .. .... ... ... � 2. LIGHT POLE AND AN DESIGNED. PROV OED BY FO - -OTHERS. - p �87$ .. .. .... .. .. .... .. .. .. .. _. ... "- .. - .. .. .. .o rc .. .. .. 12/03/24 g STUB PVC :. .: .. :.. :. .. :.. :. .. :.. rc z.. 1/r INTO PHOLE NECTON .. .. ... CADWELD SEE'APPROVED'TREE, ,"" - _, ,,, DRAWN'BY• JC. F 4 - - -- - - PRESERVATION PLAN FOR - ' .. .. -. -. m� REBAR:TIES" .. .... ' :.. .. .. :. :: .. :.. :. S ... TREE BARRIER REQUIRED RADIO OF ®3"D.C.:TOP :' (TYP:OF.n) :' CHECKED BY: _ ___ ': OER GALVANIZED STEEL ANCHOR BOLTS .: .. .. :. ' ... (SUPPLIED BY POLE MANUFACTURER) "' � "' " .. .. .. .. .. .. .. .. .. .. I I:I - '- - .. .. ,•CHAMFER APPROVED BY: NJ j. .. .... ... �. _ _ ABOVE GRADE .. . -- � � �� ��� 4000 PSI MINIMUM CONCRETE n PROJECT�: 50165658 . � RUBBED FINISH oa JOB B: S0180381 .. :.. :. TTALS !-: REV:.:DATESU MI DESCRIPnON B :: .. .. :: .. ... :. .. / ' .... .. ONE FOOT FOR EACH - OE �� -� .. ... - �- INCH OF TRUNK DIAMETER;- OR 1/2 HEIGHT OF TREE; - //�\\x�� WHICHEVER IS GREATER, 0 PVC IN ' ... ... .. WH .:.. _ /\\/, .. .. .. .. - .. .... .. :. - .. .. .. .. .. s /\\ :.e \. &'OUT'OF BASES.4. .. .. .. .. .. .. .. PLAN VIEW OF ROOT ° ° d .. .. .. - :. ,_ :. •_ ;; •. :_. :. "FOR PRUNING SEE - ' DEAD TREES AND SCRUB'OR INTERNATIONAL SOCIETY OF UNDER'GROWTH-SHALL BE 6'MINIMUM WIDTH• ? :, ry �4 BARE COPPER GROUND WIRE ... .. a -12/03/24 ISSUED FOR :. ..... ARBORICULTURE - .. d 18 .. .. .. .. . SPECS o : THROUGH BASE ROD ? 09/03/24 - ISSUED FOR.FlNAL CUT FLUSH WITH ADJACENT FOR 2•CAL:TREES: 6':BARK MULCH : GRADE.NO GRUBBING� � �� .OR SMALLER PLACE"BARK.. MULCH AT AREAS - ° :: :.. :. WED UNDER DRIP LI ALLO NE 0 07/i6/24 ISSUED FOR FlNAL ... ... ... } BY BARRIER ° - .. .. .... .. .. .... .. I ... .. .. .. .. d .. .. ., .. .. .. � '.. '.. _ .. WIRE .. .. .. ,. . NOT PROTECTED _TE y A 03 20 24 ISSUED FOR 90S REVIEW IER ' 2 n REBAR ' � �- '' �' -'•� ��I1 j�- - BOND#4 COPPER o� � _ SITE NAME �� GROUND TO- ma 3•. .. 'NY PA "SOUTHOLD HOOPS® 12•D.C. (SITEPNUMBER:•701192) - .. .. .. .. .. .. .. —ITI a d° "' .. TREE LIMB REMOVAL.:':. SITE ADDRESS:. ' • - 2•x4•STANDARDS Y 1•x4' _ _ d° .. ... .. .. .. .. .. .. .. .. .. 3 MI .. .. .. .. .. .. .. .. RAILS-OR ORANGE-SAFETY � � � " ,. .... .. .. ... .. .. .... .. .. .. ..FENCING"MAY BE USED.. .... .. .. .... .. :. N.. .. S .. .... ' ° d '° e gfi SOUTHOLD, NY 11971 SHEET ... .. .. .. .. DR] - .. ... CONSTRUCTION 2' 0" I - SECTION A A ., .DETAILS III .. :. LLED PIER : .. . .. .. -. .. .. .. .. .. SHEET N .. .. TREE"PROTECTION:DETAIL LIGHT POLE, BASE AND FIXTURE DETAIL N.Y.S. -.. .:: .-: SCALE: N.T.S. 2' UMBER ' t - -- - -- s. e .NOTES:- if b TYPE PROVIDE:SEALMASTER OR APPROVED EQUAL FOR 1. BASED SON FIELD REVIEW AND CONFIRMATION OF:PAVING �e��� y .. .. .. .. .. .. _. .. .. .. .. KING STRIPING AND COL .. .. .. .. .. .. .. .... .. .. .. ... .. .. .. .. _ ... .. ; PAR COLORED PAVEMENT - america ' � � 2_ DETAIL SHOWN AS SCHEMATIC.REFER TO PARKING STALL ' .-• � � LENGTHS AND WIDTH ON SHEET C-3 ENLARGED SITE PLAN. 2003 EDMUNDI FiALLLY DRIVEL SUITE 200 EST 2019 3. LOWER'SIDE:OF MARKING SHOULD BE ALIGNED WITH'END - THE PARKING-SPACEq 4. THE CENTER OF THE TEXT SHALL BE A MAXIMUM�OF -rw v .. .. .-.. .. ..". .. .. ... .. .. .. .. FROM THE CENTS OF SPACE.' PACE .. .. .'" "' INCHES CENTERLINE THE VEHICLE '" Q .. .. .. ... .. .. .. ... .. :'.:"�I' : :".:: :�:' �I,innSiNVC1fVNE 000Un G IR .. .. .. - w. a . EV CHARGING IEV CHARGING.:: :EV CHARGING EV CHARGING. EV CHARGING.: EV CIrIARGINGfo .Dewbotry ;.'ONLY. ':'ONLY' NLY. ONLY ONLY" ONLY.. .. .. a Dewberry Inc .• .. .. .. .. .... ..4"WHITE STRIPE AT 46'. - - .. - .. .. .. - - .. .. EngineersSUITEMMM.STREET .. .. . 8"MIN:HEIGHT' .. 3'MAX ON CENTER' _ 4"WNITE'STRIPE _ '- BOSTON:MA 02f10 WHIT _ ... ' E LETTERING - ,._ PHONE:617.695.W� EV PAVEMENT;:MARKING DETAIL .. .. .. .. .. .. .. .. T .. .. .. .. .. .. .. .. . .. '. ... -- .. .... .. -... CONCRETE SIDEWALK(MATCH':..; .. .. N.T.S. .. .. .. .- .. .. .. .. .. .. .. NATIVE SOD .. ._ ( SCALE:..N S I.. .. ". :' :. FAX:81].896.3310 - EXISTING WHERE NEEDED) :. .: .. :.. :. :. .. - e - .. -. 6 ML YELLOW :: .. :. .. .. :. :: :. 'II :. WARNING TAPE :. OF ORGANIC OR OTHER DELETERIOUS MATERIAL,EXCAVATED MATERIAL MAY BE L:: .l ... .. ... -`- s. ... .. .. .. .. .. .. .. .. .. .. USED FOR .. .. .. .. .. OF'h�iy .. ... .. .. ... IF FREE BACKFlLL .. .::Ex isling Crad : .. .. .. .. .. .. .. .. .. .. 1 .. .. .. GG .. STONE BED(MATCH:: 0. 2. IN •LIFTS.REMOVE ANY y/�P�V uSp Y . .. .. ... .:: Y '� IXISTINC) .CONTRACTOR TO VERIFY.LOCATION OF IXISDNG _ �O IF NOT,PROVIDE CLEAN,COMPACTIBLE MATERIAL COMP ... / �-. :' LARGE ROCKS PRIOR:TO.BACKFlWNC ... ... .. .. ... .. �.:.-:-- MINIMUM:-CENTER�TO CENTER Es.PRORroDIGGING. .. .. .. a �J. J A NATIVE BACKFlLL' -: 3: CONCRETE ENCASECONDUIT WHEN TRENCHING UNDER SITE ACCESS ROAD. r' �. LL .. :: CLEAN GRANULAR;BACKFlL4 4: '_ANY PAVEMENT DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED;;' Z /{^ EE1 aS�Rgj a yr i E AG(CONDUIT.SPACING BY THE CONTRACTOR TO PRE CONSTRUCTION CONDITIONS OR BETTER:6•UFT MAXIMUM.PLATE- S a .. .. TAMP(1/2•)96X :." P .. .. ':. FQ .� Y.CA MIN. .. 6 COMMUNICATIONS ETWEEN AC OR DC CON P�f4T� UNDISRIRBEO SOIL - 7 ' 0 FEE 7.5.O.C._ 7SIQ� .. .. -7 .. .. - ... .. .. 6:.-CONFIRM-ALLNEPTTISTIW%UTILITYB&.NEC PRIOR TO CONSTRUCTION. - - . .CoCOM CTION AC(SECON ARY/ OERS) A (TYP.). oc(ros s) 7 s D c 12/03/24 .. .. .. PER TABLE .. .. .. .. .. .. .. HAND TAMPED1/2• B' :: . s. :. 'GRANULAR BACKFlLL 'PER TABLE ... .. ... ... - .. ... '.. ... .. .... .. .. .... .. .. .. .. .. .... .. - -- CONDUIT SZE�& q. NUMBER:PER SCHEDULE) .. .. .. .. . ... ... ... MILL AND:.REPLACE WITH ... .. ... .. ... .. - r EXISTING -- .. .. .. BITUMINOUS PAVEMENT.SURFACE Exivtin Crvae - - ASPHALT SURFACE .. .. .... .. .. .. '6 ML YELLOW .. ... .. 9.. .. NATIVE S - EXISTING-GRADE .. CU PAVEMENT' .. .. ,�._ CXECKED V• ER �. .. ... OD�... - • . �^ .• .. .. .. WARNING TAPE .. ..COURSE(2•)I-5 .. .. .. .. .. .. .. ,. .. E T M I...-'12• 12• T71D: : 12• 12,-..{ 2•MAX '' XISTING PAVEMENT-'� -ASPHALT --EXISTING PAVEMENT . ' : / -- _ BASE AP�ROVED _ _ _ .l —Ill=I!— c BY. :. �� 1 1 I. I ,-- � � � � \ \\ �� PROJE 50165658. .. .. _ .N W .. .. -fT- � II�� III_I tll- .. .. ... .. .. .. U TI10ROUCMLY �--�. __ ''�'^ Y a I I I-''.. w I I I—I I_, I fl -I I I .. .. _ 5016036 ... .. j Z COMPACTED I.I...r."'o'er - - - --5_I :� B 8' ... .. BACKFlLL Fi.h _I REPLACE EXISTING BASE WITH '.- >'W• -''I. != III- _ .. .. - - ..•.!_'I—I=1.I I ... '=I =1=.. .. _. .. . .. .. .. .. .. .... .. ¢ .... .. .. .... I.. -I- .".NATIVE'BACKFlLL .. _ .. .. .. BITUMINO(S;PAVEMENT BASE UNDISTURBET7'SOIL I _ - = 1- - .. -'I I I..I .. _ .. .. COU - __ .:UNDISTURBED SOIL - - h RSE:4..I : .. _ :: .. .. II' w ! I—� " I"I_I TrALS .. ... .. _. - ;. 6•DENSE GRADED .. -• -- ��-' (TSOIL- -III=I�' I Imo•�'= REV:.:DATESU MI DESCRIPTION .. . .. .... .. .. ... .. ... 1000 —I I— v,` `. — — .. AGGREGATE BASE ._ : '' _ I'!`' � _ .1{=II"I` ' - .. _✓, :. .. _I: .COURSE 6. .III-' I �' J. l-�; CLEAN GRANULAR =, - \F T 00 UNDISTURBEDI�_ 7 _ _ T = - - i� BACKFlLL,6•LIFT 'I I` PLOWABLE FILL.. .. ... .. .. .. --r- �TT E TAMP - - .1 ..: _ _'--d �I I=1' :: :". MAXIMUM.PLAT Li I ... :. _ 'L PER.TABLE - _ .. _ SHEETING AND. ... .. --• .. '}.2•).95% •III III-I I . SOIL(TYPJ .. .. _ .. I . .. .. .... .. .. --_.. .. CONDUIT(TYPJ(SIZE.& .. .. - - - .. � .: - COMPACTIONS MIN. .. .. I .. - . .. BRACING AS REQUIRED. 6• 6' NUMBER PER SCHEDULE) - 'HAND"TAMPED 1/2• ,;�'I' I Q I - :. :: .. :.. .. .. ... .CON - CKFlLL QUIT(TYP.)(SIZE& :-.; '' ;',' 6".,:1; 6':=•- 2.12/03%24 ISSUED FOR FINAL :. ... .. NUMBER PER SCHEDULE) ... :PER TABLE .. .. .. .. ..""I .. .. .. ' 11 .. .. .. .. .... .. .. _.. .. .. ... .. .. .. .. .. ... .. 6 .. .. GRANULAR : .. .. .. .. .. .. .. .. .. .. .. - LY .. .. 076/24 ISSUED FOR FINAL .. .. .. .. .. HOR 0 07/ TYP. :BURIED ;CONDUIT TRENCH_DETAILS " BETWEEN DOTS'RIZON A 03/20/24 ISSUED:FOR 90%REVIEW Z VERTICALLY!ANDAHORIZONTALLY .. ... .. SCALE N.T.S.:. .. .. .. .. .. ' 1•MIN OF'G KFlLL ..�- --� 6 VERTICALLY: TAL .... .... .. BETWEEN CONDUITS. -... .. . .. .. SITE NAME ... .. ... -. -- . NYPA SO 0 - - - NOTES - •- - - - :-- - NOTES 1.''ASPHALT SHALL COMPLY-WITH'STANDARD 00T OR LOCAL JURISDICTION'SPEC._FOR HMA SURFACE COURSE.;--;" " .. .. ;.. ... (SITE NUMBS ' .. :.. .. .. :. 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 :: .. :.. Z,. ANY IXCAVATION LEFT OPEN NEEDS TO BE FENCED,BARRICADED,OR-TRENCH PLATED TO INSURE THE SI R: 701192)' LOCAL AND'NATIONAL CODE REQUIREMENTS. ' :. 'THE..SAFETY OF THE GENERAL'P.UBLIC: - SAFETY OF THE GENERAL•PUBLIC.: ' ... ... .. .. .. .:':. :'. .: .. :". .: :. .. .. SITE ADDRESS:. .. .. .... .. .. .... . .. .. .... .. .. .. .. .... .. .. .... .. .. .. •. .. .. .. .. .. .. .... .. .. .. ... " 2. REFER TO CONDUIT AND WIRE SCHEDULE ON'E-T FOR CONDUIT AND WIRE' 2. ANY PAVEMENT'DAMAGE DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED BY THE.:' 3. TRENCHDEPTH5 ARE REQUIRED TO BE 2'-0•:MIN.OR 6•BELOW FROST LINE PER LOCAL'JURISDICTION - :: ,- REQUIREMENTS. :; ,_ ; _ CONTRA CONSTRUCTION CONDITIONS _:. :: .. :.. :. CTOR TO PRE CONSTR OR:BETTER., :'.. :. REQUIREMENTS. :. 54375,MAIN ROAD SOUTHOLD, NY 11971 -• - •' '3. INSTALL'DOTTIE DUCT SEAL COMPOUND PC-6130'(CAT_NO,LHD1)(TYP " " - 3; TRENCH DEPTHS ARE REQUIRED TO BE T-O"MIN.OR•6•BELOW:EROST LINE PER LOCAL - 4.,-ANY'PAVEMENT DAMAGE DURING CONSTRUCTION'SHALL'BE REPAIRED,OR,REPLACED BY THE CONTRACTOR„ .. '. • JURISDICTION REQUIREMENTS. FOR ALL CONDUITS FOR CHARGER CABINETS AND DISPENSERS)." ;' " TO PRE CONSTRUCTION CONDITIONS OR BETTER. 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-P:EXACT CONDUIT SHEET ' 5. EXACT NUMBER OF CONDUITS SHALL 9E DETERMINED BY SHEETS-1 6cE-2,EXACT CONDUIT PLACEMENT - TITLE .: .. .. .. .THE.FlELD BASED .. .. FlELD BASED ON .. .. .. .. . .. """ '" PHYSICAL MEASUREMENTS JURISDICTIONAL REQUIREMENTS.. .. REQUIREMENTS. ' ' "" PLACEMENT IN TRENCH SHALL.BE DETERMINED BY THE CONTRACTOR IN ON "' PHYSICAL '" "' '„ CAL MEA ENTS'ANDIN TRENCH SHALL BE DETERMINED BY THE CONTRACTOR IN THE � - MEASUREMENTS AND JURISDICTIONAL CONSTRUCTION • . DETAILS IV . - s. CONDUIT NOTES TYPICAL NON—UTILITY' CONDUIT UNDER SOIL�TRENCH 'TYPICAL NON=UTILITY CONDUIT UNDER ASPHALT TRENCH SyeeT Nu': � //�\, SCALE N:T.S... :.. :. 3 .. .. :.. :..SCALE N.T.S. / l :.SCALE: N.T.S. - . ' .. MBER: .. Trex®Seclusions• TI'�7�®Seclusions® T P Tt'e�6®Seelusions° TI' °Seclusions :: 9 Fence Height:8' Ex loded View Gates Fencln Gate Hardware .. .. - .. .. conPosirE FENCE.sysTEns: ."..- mrwos .. ... .. .. .. ':..;.. .. .. .. .... - iB'O.O .. .. .. .. ... .. .. .. .. SINGLE LATE ... .. .. ..61NOLE GATE STNKER'•'' .. .. .. TEFFNCESV u, CO,POB,TE FEr,CE SVSTEns ..CO,;tPOs,TE FEr�C'e 5Y5TEt,5 .. _ americ :. .. :.. :. .. :. �. 5Y.• .. SIDE VIEW 6TANDARD PANEL. URGE PANE-7 LEY DRIVE SUITE 200 L. ELECTRIFY AMEtICA,LLC .. .. $ LIo 1 ue v a RY.•i e . .. •. .'.. ". .. Pant - .. - .. DOUBLE GATE LATCH. .. DOUBLEGATESTRIIER .. •. Br8 W arBl 1 ... .. ... '. EEGATEOP BIPGATEO --. - .. ... .. .. .. ... .. .... .. .. .. - JUSTABIE HINGE -... - .. .. .. •. x,�-., t30X..�.-. � POSTSTIFFENER ., '• - ''' SING ENINO DOU PENINO . t N•.e.� �GALVANRED STEEL DROP fLTO/SSEIIBLY.. ... aewrrN - .. 1IK't sK•i-.' Efl TREET eery W995UMMgineers n05 .. .. �� .. .- Pn .. .. ,Y.•� � .. .SUITE 700.. BOSTON,MA 021f0 .. .. - .. PHONE 817896.3400,- Dewberry En lu FA%:817.895.3310 - r 21 .. .. ... Ir�� ... .. ` ..-. ..; .:' �1\ 2 - PIJfL6A0 LA13LE KIT .. a• - .. .. K -TK.. .m.uloI r� III( •k'OE"— m . P nu i roa vunv,oEvnsww � �oF ,..,t �a. 'a +•L� : e_s tt� 7,= -- - r. ro� 4•' Fla. �'�`�"°�o"""�"�=k,u�P=�<. $ .8' n�,��"�,EN�vm,��a �. z O �'®m° wn<aamicmumuermP'' Pwloer .8. r�r.�acrosa wanuc+PxoB7.tne n T am. TOvpe T tR w�n 0: oGPun"nwa� 1 1 W m ru .. .Sa0 E8003 Now K&BOB-" - ... ... 5tB E 6B0S Pmq I1f BW00" .SIT EBOO SPmn I1r BIBOB .6t]E�1S Hwo�80100 lkex Fencing G Tire�c°Fencing G:. _ 7Fe3c•Fencing F G _ _,_ 7FeFencing F G � �875 rao tamrmane-T,asma,ntnsm„ :tarr-rmms•rn,r.,.naPBsma, rmmBe-r,aPm mmBmsa„„ FQ _�4 0�, cOnPOB,TE FENCE sr:„� FENCE ..�.�"•—...._- - conPosliE FENCE srsrEins POsriEFENCE sysrEns ... PEN�Er �o rpo' rho rR�a�ra�3. .. ... ON���•c �aN ENS asTR�BDrDRs :. .. .. coNPosITE I?EN�E sYSTFt,s ENE o�s,R�a,,.aas . .. — 12103124 . . TREX.FENCING DETAILS .:�- . .. .... DRAWN BY: .. Jc. .. . .. .. .. _ .. .. SCALE-N.T.S. . .. ... ... CHECKED BY: :'..: :': DER .. - .. TRE%SECLUSION COMPOSITE FENCE ' , APPROVED-BY. : M -- (SUPPLED:BYCONTRACTOR) q. PROJECT• --60166668 7RE%• :: '. FENCE POST(TYP.) ' JOB 8: 60180381 SUBMITTALS ., REV:,;GATE '. DESCRIPTION .. : I36.STEE� BE INSERT. oD P) 2:'12%03%24 �ISSUED FOR FINAL .. ... ... .. .. .... .. .. .... .. .: .... " I I I I ..........." -.::.•.::....... ::......::..� .:.:................:...... :......... �.::.�.::....... ......::..� .:.....:................:...... :..... .�:.'.:... -. ..:. .-......... .'... .. .. ..: ..:...:. ...........::.... -.. •..�:.:. .. ':". '::•:: ....�.,.:ii1..\�.a' IIIIIII I IIIIIII !..� \.�. �.�. •':� r- �::"�:'.To n:•�I�d .. .':."..:.: ';\\ :�1IIIIIIII_'rIIIIIIIII #y3 R.EB A R HOOPS : ' 'ISSUED S OSUU.E.T D H FOR-FINAL N' A L PACING ..II' 12A:S 0/ / E FOR FNL07/016/2 SMCT 03/20/24 ISSUED-FOR 90XREVIEW .. :4'MIN. (TYP.) GRADE SITE NAME OLD(SITE NUMBER•701192) SITE ADDRESS: .. .. ...... .. 1'-6'B CONCR '�6 BARE COPPERGROUN�.. AIROAD .FOOTING IRE TO GROUND SYSTEM :'.SUTHOLDNY 11971 SHEET (TYP mm M NOTES:_ CONSTRUCTION.. .. l cHESTER GREY' 1 COLOR DETAILS V 2PICK :S THESTREX ECLUSION'COMPOSITE FENCE THAT MEETS TREX'FENCENG DETAIL EREQUIREME TS•'WINDSPEED 107 MP SHEET NUMBER: N.T.S.:: . SCALE: CONNEION .. 2. .. , .. _ .. .. .. UTILITY APPROVED METERMOUCNTED ON LOSUREA 48�277V 3B EV- SWI... ... .. ... .. .. .. ..' 'MAIN.BREAKER 2000 . 2 SERVICE TCHBOARD.65KAIC::' amenca .. .. .... .. PROPOSED.. .. .... .- - - .. .. - SWITCHBOARD .. .: .:. ' .. UTILITY POLEELECTRIFY.- .. .. .- .. .- (BY UTILITY) .. ... .. .. .... . .. .. ... - .. .. .... .PROPOSED UTILITY TRANSFORMER .. .. .600AF 600AF .. 600AF .. l 15A' SPARE .. FDM�DTO LLVEAY pA LS.E.2 . .. .. .. .. ( - .. 1 1 .. J 3P 1 .. .. .. .. FEEDING EV CHARGERS) J 600AT 600A. J 600AT SA 1J .. .. :: .. :. 480/277V.3PH .. :.. :. .. .. :. .. 3f?. / JP' 3P J TF .. .. ... .. .. .. .. I .: .. .. E��AS�I'IUEOgOVn . as - .. .. .. .. (YYY'1: .. 2 .. .. .. .. .. .. .. Blue .. .-.. .. .. .... .. .. .. .. 100 ._. .. .. .. - _. � .... GFl. 'sX A�3AF. .. .. .. .. .. ".. :' '.. ".. RATED � � � .. .. .. .. :; 1 .. .. (ERMS .." :: .. :. .. .. INCLUDED) .. . .. .. . �:::.. �: 1 �:" Dewberry® . _ Dewber Eri ineers Inc. • _ _ .. SUITE 700-. .. .... . BOSTON;MA 02110 PHONE 817R96.3400 ... .. - .. .. .. .. .... .. .. ... .. .. 3 .. .. .. .I PER NEC .. .. .. BREAKER TRIP SETTINGS 6TWEIR UNT, BTwn uEkT-. . 9TCWEIR UNIT �Of NELt,Y ' PROPOSED RT (2000A MAIN BREAKER(SET FOR 1600A): �4 AWG BARE CV POST(T1'P..) ... .. ... .. ... (SQUARE D.No: .. .. .. GROUNDING' .. .. .. 0�.. .. .. 1 I 4 '- BCKGABABNNNNNNNNNNNNNNNWNNNEN) '„ -:.':" ELECTRODE - -- 1 /2 83 CiR00E .; .5 - � 5 5� 5'�� fi -' CONDUCTOR PER ��� NEC 250.66(B) 'Ir(LTPU) 0.8 ... LU Tr LT BA a"' .. .--- . .. .. ... ... -tsd"(ST-BAND)--0.1 .... .. .. .. ... .. .. .. :: :" -Ii(INST)- 10 :: BTC BTC BTC BTC BTC BTC I GROUND PICK UP -D ..... ... : .:: DISPENSER DISPENSER - DISPENSER DISPENSER DISPENSER DISPENSER _ ,,_ _ - R ''Q•V CONCRETE.ENCASED. ELECTRODE PER NEC 9 C ) :. 250.52(A)(3).oR;(z) _ OF 01� s s -tg(GROUND BANG)=0.4 .. E 5/e'xe' 0' C6 GROUNDING E C : .. .. .. .. GROUNDING ELECTRODE IA 1B: 2A 28��: _ JA 38 ES$� - - - --_- - WITH 12'MIN.'DEPTH COPPER CLAD _ ROUNDING ELECTRODE (GEN-IV) '(CEN-IV) (GEN-IV) .(GEN-N) (CEN-IV) .. (GEN-IV) .. 1I�O'.�IL4 ... - - .: 600A SUPERCHARGER BREAKER-.: PER NEC GROUND ROD INSTALLATION PER NEC CONDUCTOR '(SQUARE D No.:LJP36600031XYP):' .250.52(A)(5).250.53(A)&250.68 .. 250.66(A) .. w.. CHECKED BY: SYSTEM ONE LINE: DIAGRAM �1 SCALE N.T.S. APPROVED BY: MJ .. ... PROJECT 50165658 SERVICE.:ELECTRICAL CIRCUIT SCHEDULE- PR AC CONDUCTOR LENGTHS'TO TOWERS UTILITI° FAULT CURRENT :. UTILITY S:.O:W 'RESPONSIBILITIES = JOB 9: solso3el PRIMARY.SERVICE LENGTHS. :.. ESTIMATED LINEAR LENGTH ESTIMATED TRANSFORMER S SCOPE'oF WORK BY. .. ... .. .. N0: :.':" FROM' TO':.'.' '. CONFIGURATION:.':' .- .. LENGTH TRAN 'Ize.15a0 Kva. � _ .. - .. :. :.. .. ... .. :.. (3) 1/C-$1/0 A4 15KV,MV-105.. UTILITY POLE TO 165 SECONDARY V.—'E."400/27N - - LENGTH �POWER-UNIT LINEAR : LENGTH- � � . _ PROVIDE&INSTALL UTILITY POLE UTILITY - ,SUBMITTALS ... 80';" 1 10' - 35' .. .. ,. PROPOSED UTILITY PROPOSED UTILITY: WITH EPR INSULATION CONCENTRIC: TRANSFORMER- PROVIDE:&INSTALL 3'RISER CONDUIT UTILITY REV..:DATE , DESCRIPTION . • O7 -- - -- - SECONDARY FAULT CURRENT:32,OODA - .. .. POLE .. - TRANSFORMER NEUTRAL AND.IOOR INSULATION 1N 4' ,. _.. .... INSTALL .. .. .. CONDUIT:+(1)SPARE 4'CONDUIT TOTAL LENGTHOF WIRE--:� 495' ' .. .. FAULT C RR ENTINFORMATION PROW UTILITY NECESSARY CON ' PROPOSED SERVICE [5 SETS].:: :-: . : : ',•�PSEG-LIVONE06/10/24. INSPECTIONS) 2 ��B' 33' PROVIDE CONCRETE SWITCH&'EQUIPMENT PROPOSED UTILITY-• EQUIPMENT:I-LINE.PANEL (3)500KCMIL CU(XHHW-2)& - - .. .. .. ' PROVIDE .. .. - 3 .. :.8' :. 33' DED:BY. :. .. .. .... .. O " .... .. "" '" � .. .CON000TOR.LFNGTH PER CONDUIT-: ...202' &INSTALL & ACTOR C .. .. .. TRANSFORMER.. .. .. ( C (2000A 100R RATED MCB) (1)SOOKCMIL CU(XHHW-2):NEUT - PADS.(CONTACT UnLITY&COMPLETE ALLNECESSAR'( CONTRACTOR IN 4.CONDUIT SECONDARY SERVICE LENGTHS :,,TOTALWIRE TILLED CONDUITS: :2, INSPECTIONS)_. - PROPOSED SERVICE •q• - - - - 2:12/03724 ISSUED FOR FINAL 2 SETS PER CABIN.. ... .. STIMATED EQUIPMENT:I-LINE PROPOSED BTC CEN'N (3)350KCMIL.CU.(XHHW-2)'&" LINEAR LENGTH : ELENGTH - TOTAL CONDUCTOR LENGTH: '--' 404' 1'09/03/24 ISSUED FOR FINAL _ '" '" O '" '" _ '.LOAD SUMMARY � ... PROVIDE de INSTALL UTILITY TRANSFORMER -�- - - UTILItt - PANEL(600q BOR POWER-CABINET(TYP.-3) (1)$1 AWG"CU CND(XHHW-2) TRANSFORMER TO PROVIDE BUSHINGS,LOADBREAK�ELBOW TERMINATORS, UTILITY 0 07/16/24 ISSUED FOR FINAL RATED BREAKER) IN 4'PVC CONDUIT 12'' 37 - TOTAL LENGTH OF B7.GROUND: 202' -AND SURGE ARRESTERS ... ... SWITCHBOARD-: : .. :,. 'CONNECTED LOADS(kV 6): • .-,. - [2 SET PER-CHARGE POST]. .._• LENGTH OF WIRE PER.CONDUIT••: .14B. :�:. VIER x(3)UNI,T558 1,156.74 kVA ' ,B7,C PO ;:' PROVIDE UTILITY METER W/IN SOCKET :. UTILITY: ' PROVIDE'&'INSTALL METERING CAN ISSUED,FOR PROPOSED CABINET - FA PROPOSED BTC GEN N (2)250KCMIL CU(%HHW-2,1000V NUMBER OF WIRE FILLED CONDUIT: - 5 '' ""CONTRACTOR - O POWER CABINET- CHARGE POST:: .- :._ RATED) '4 - --- TOTAL LENGTH OF WIRE--': 740' CHARGING POST LENGTHS PHASE=3PH OV (PER UTILITY.STANDARDS RIN -"' NAME a - m (TYP.-3). (TYP.-6) (1) 83/0 CU GND(%HHW-2.,JOOOV - PROVIDE:&INSTALL PRIMARY TRENCHING&CONDUITS CONTRACTOR .. .. RATED)_I,N 3'PVC CONDUIT" -' - - -,, _. '' - - POWER DCITCHDISPENSER_ LINEAR LENGTH-ws .- - - - NYPA sI�SOUTHOLD - - ESTIMATED DC �•� .. RE LENGTH- .TOTAL CALCULATED LOAD 1392 A ... PROVIDE&INSTALL PRIMARY-CONDUCTORS [1 SET:PER CHARGE POST] : 1A: 14' 36' F CON (SITE NUMBER: •: :: (CONDUCTORS NOT TO BE INSTALLED AHEAD O TRACTOR SI :701192)' • PROPOSED BTC CFN IV (1) MULIIMODE;62.5/1,25 ST FIBER ;; - 1 TRANSFORMER INSTALLATION);; ;- - PROPOSED 36OKW E'A CHARGE:POST (1) 816'AWG TWISTED SHIELDED,PAIR, NOTES: - - - 1B.. : 24'- 46' .. .. .. :PROVIDE&INSTALL SECONDARY TRENCHING& SITE ADDRESS: .. .. .. ... .. O POWER CABINET - .. _ CONDUITS: .. CONTRACTOR ... .. •' .. "' ( _ (COMMUNICATION) : (1)CAT6&(1)STP CAT SE:' - NP 3�. (TYP•-6) .: .. ETHERNET CABLE IN 1.5"PVC HORIZONTAL RUNLENCTHIS 0 ACGOU THE '2A 37' .59' PROVIDE,&INSTALL SECONDARY CONDUCTORS - 54375.MAIN ROAD - CONDUITFORBURIED (CONDUCTORS NOT To BE INSTALLED AHEAD OF CONTRACTOR - SOUTHOLD, NY 11971 DEPTH&TRANSITIONS AN ADDITIONAL 60'I ADDED __ __ _ PROPOSED.BTC GEN'IV .FOR THE REQUIRED 30'AT-EITHER END FOR SUTIUTY- TRANSFORMER INSTALLAnoN)_(TERMINATIONS TO BE PROPOSED 360KW EA [7 SET'PER:CHARGE POST] 28 47' 69' _ _ .- 6 POWER CABINET CHARGE POST CONNECTIONS. -' .. (2)g10:AWG CU.(1)#10 CU EGG IN .. 2 SHEET ' .. .. ... .. .. .. AUXILIARY)' � .� DONE DURING OUTAGE) _ ... ... (TYP.-3) .. 1'PVC/HDPE CONDUIT •• :ESTIMATED LENGTH OF Al WIRE=SUM OF ESTIMATED- 3 60' 82' :PROVIDE PRIMARY&SECONDARY CONNECTIONS AT CONTRACTOR - - (TYP. 6) LENGTH RE - 67' 89, TRANSFORMER ... . — AM ' 3A ' �%:8 WI S PER CONDUIT '' 38 DIAGRAM .. PROPOSED PROPOSED LIGHT POST. (2 LENGTH(1)#10 G IN 1'PVC/HOPE •:• LENGTH OF AL WIRE PER DISCONNECT--ESTIMATED CONDUIT LENGTH: 381' SWITCHBOARD' (TYP.-1) :".:: CONDUIT TOTAL LENGTH OF EX:®:WIRE FILLED CONDUIT .. .. .. A4 WA ... .. ... .. :_ .. ...' :. ' '.::' TOTAL CONDUCTOR LENGTH**:.::' 1524' :� '� -ONE LINE D .. .. .. .. .. .... ... TOT .. .. SHE NUMBER .. .. AL LENGni OF a3/0 AWG : - .. ET CND&COMM CAEILE••: Zrel " t ..if .. - .- q. � �� :.':' .. - .. ". SHEET E 1 CONFIGURATION) ... .. �/ .. .. .. .. .. .. .. .. - .. .. .. ROUTING - _ .. .. -_- -� ATICALLY SHOWN ON PLANS AND:-�CONDUIT ROUTING�IS:•OIAGRAMM � - ARE ONLY APPROXIMATIONS.THE EXACT LOCATION AND ' �, MerlClA 'PATHS.SHALL BE FIELD VERIFIED AND INSTALL PER \w REQUIREMENTS. ELECTRIFY AMERICA,LLC .. :.. :. • ( c' - �I p - _ _ _ _ ALL ELECTRICAL WORK AND RELATED ACTIVITIES PERFORMED ONSRE 2003 EDMUED HALLEY DRIVE SUITE 200 Section;II: Concrete Fooiing1l Foundation and Pad Installation Z SHALL BE DONE IN ACCORDANCE WITH NATIONALELECTRICAL CODE 1'HIZEE PHASE PADMOUN L'V TRANSFORMER SPECIFICATIONS. - (NEC)STANDARDS BEING ENFORCED BY ALL APPUCA13LE,' - R TON,VA 2019 - - - - JURISDICTIONAL TIME OF CONSTRUC - -L�REQUIREMENTS�AT TION. UTILITYEQUIPMENTINSTALLAU earBlu 1. :: .The customer shall furnish,,install,own and maintain the concrete footing, ." } COORDINATED OORDIAC CU C TED WITH THE APPROPR GI TO ENSURE `l taAURVr Good e APPROPRIATE UTIItt ENGINEER E ..:-foundation,pa )r(,und.rods and all wirinp. ' �iT- ...wiring... '�•" '�" .. "' - '� �' '4. THE UUItt DESIGN DETAILS DEPICTED IN THESE DRAWINGS ARE ".. _ .. .. .. FOR PROPERtt,OWNER REVIEW.THE CONTRACTOR SHALL " " .. .. REFERENCE THE UTILITY DESIGN PACKAGE(UDP),PROVIDED WITH., :. .. ... .. ' Reference:: Illustration#1-page 4: y .. .. .. .. .. .. .. .. .. .. .. .. .. WORK . ew err.,, ,CONTRACTOR SHALL THE UTll.ltt RELATED SCOPE OF '' '' '' ' -' - '- '- -- - •- PER UTILITY CONSTRUCTION SPECIFlCAUON REQUIREMENTS 2. -:=Precast footing,foundation and:pad shall be obtained only from PSEG LI.:; �/ 5:-UTILITY EQUIPMENT INSTALLATIONS AND PREP WORT(AND berry..Engine 99 Engineers .. .. - •. .. .. .. ? .. TERM NATION OF SERVICE CONDUCTORS SHALL BE.C00 -- - _ - - •- - .. ..... .. .. ... .. ... _. .. � � �" .. GTLIDC .. .; / i� �,' :. 'SUfIE 700 R STREET .. approved suppliers listed below and shall be manufactured according to /� \IL�I 1U,1 WITH:-TERMINATION APPROPRIATE UTILITY ENGINEER AT TIME OF COORDINATED. BOSTON,'MA02170 " .. .. ENSURE ACCURACY .. • -,. ,e • :i, '" �/ 1 \\\�� fDVF9 _ _ PHONE:617.695.3400 .... TOP AT: TED ew Specification,PT 1 - Concrete:Pads&Foundations. These: PRE-CONSTRUCTION S.. M FAX 617.695=0 - ... .. ... .. FETING.TO o _ . .ri / .. .. .. .. ..SpeClliCatiOnS are is-sued to the suppliers below and are available t0 customers and". .. / '� TRANSFORMER BOLLARD PROTECTION PTO'BE INSTALLED B PER EQUITY .. . ' /' 1 - N.ADDITIONAL BOLLARD PROTECTION MAY BE REQUIRED contractors upon request: " /�//// 6 -ATE THE CDISCRETION OF THE UTILITY:FlELD INSPECTION PERSONNEL. ... .. G5UDE .. .. pF NEIv .. 1 >Elut, IT John Pot S:Sons Roman Stone Construction Co.. " i oy 114 Woodbury Road .: 85 South 4`t'Street J\ _ c a - LU ' y Htcksyille,NY11801 .:: : : :, Ba shore-NY;11706 :' : : :. I[: \�': =' .* Y r \ � , I :. • (516)935=$58S• (631)667-0566 � z I \„/ OA 90513- �tr Stc :: .. .. .. PAD a .. .... ... imEa .-.. R,a U _ NA12/03/24 ;AFCO Precast Corp. : .:: :•: Coastal Pipeline. : ;,+ ... ... 114 Rocky Point Road .55 Twomey Arenue - �1 Fao,T,o� DRAWN BY: JG. :.. .. :. ' Middle Island;.NY.11953 Calverton,N.Y. 11933: .. :.. CHECKED BY: DER (631)924-7400- . -:(63))36974000. .. APPROVED BY: Hi : .. .. ... ... Long Island'Precast 20 Stiriz Road': :. ' -Brookhave NY 1171 . �':" NOT TO SCALE' sObmiTrALS ... .. ... .. :. REV.,:DATE -. DESCRIPTION ... .." " .. .... ... Illustration" .. ... Isometric FooII o ad:. metric View of ing,F umdation and.Pad Top : .. :.. :. Preparation of sub=grade for footing and foundation. 2:�12%0}/24 -�ISSIlEO FOR FlNAL .. .. .. .. : .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. f I: Rempve 52"o soil to fetich undistu ed earth. 0 07/16/24 ISSUED FOR FINAL q. ' A OS/20/24 ISSUEO;FOR 90S"REVIEW 2 Inset g nd foundation.,11 pregast footin 'i► lotion.; . SITE NAME .. ... _ conduits an s " . . .. .. .... . . . .. .... . 3,, Install d grout entrances': . .. NYPA :'souTHoLD .. (SITE SI NUMBER::701192)' ... . ::' = : :' :4.= Install plugs or caps on all unused duct entrances.:: = a a SITE ADDRESS... ma or 54375.MAIN ROAD fll,mechanicallycompacted"everyl2". : SOUTHOLD, NY 11971" .. 5 Backfitl:outsidefoundationwithclean - . kf . .. tic ill a anon' ' ' DO NOT b insid the found�'� . SHEET TITLE - - - . ETAILS ELECTRICAL D .. TRANSFORMER PAD DETAILS .. .. .. SCALEN.T.S.N. S .. . .. . .... .. ... .. .. ... .. ER .. .. . .... .. SHEET NUMB - .. :. :.. .. :. .. .. . . ( M - __ EME ).._ MOVED AFTER .. .. .. .. .• .. .. • .. ... NG HOOKS _ LIFTING HOOKS OVEO AFTER GEAR PLAC NT (RE GEAR PLACEMENn T-3112• - - :. ROOF" ::' : : :. ROOF CA ' e am ricer - - .. .. .. ' 2003 EOMUND HALLEY DRIVE SURE 200 ---._ —.—_ --_ __ "". RESTON;VA 20191_w. .. ... :. :: .. :: LCPOU .. learn N ?A' C � lue iRfRA 51RVC luR .. ... � _.. . : . : ' '. rry Dewperry ng''In .. .. .. .. f�S,Inc po - . eE� . ...... .. ... ., •. .... PR .. IS DOOR-- g 95UMMER STREET .. ... �SUIE 700.. _ BOSTON;MA 02110 - .. -PROVIDED WITH .. "' DOUBLE PADLOCK PHONE 017:695.3400 ' ... ... .. .. ... HASP FAK817.895.3310 . . ... ... Ay. f... 37- o�e` m X X' i R 48•SHIPPING S ONI 39°[SHIPPING SECTION� J 1 LEFT=SIDE VIEW. FRONT VIEW :: FaAR 090513 ?/ . ... ... - .. .:. (ENOSECTION). .:. : (EXTERIOR DOORS SHOWN)' -- - OFESslO �2 . m 2/03/24 . ... :.. � " � ;; ;� :': :; SWITCHBOARD SCHEDULE ma ID ..TRIP '.'LUG INFORMATION CABLE - - NOTES am ON MANF. O DEVICE ... . .. ... uW .. CH ECKED CKEDYBY: DER - ' DEVICE .FRAME SOF CABLE DESIGN .� G RATINGf PO ECAT.NO.. CONDUCTOR E .,• TYPE S ;'.:: :".OTY. PHASES GTY.. .::NEUTRAL OTY. GROUND ';TYPE MATERIAL NTRY. . INCOMING (1)42E00 5 77 (1)52-000 KCMIL MECHANICAL COPPER„ BOTTOM - ._ .. .. .... KCMIL .. .. .. .. APPROVED BY. HJ ... , . :-, .. - G.E.C. .: .. _ _ _ _ _ _ 2. :..56I KCMIL MECHANICAL COPPER BOTTOM .. .... .. •. ... .. .... . . - .q _ - _ _ _ _ -. _ _ _ _ .DOUBLE PADLOCK HASP ON EXTERIOR DOOR.... .. .. .• SERVICE SWITCHBOARD' - ." _ CT�• .3400A.30.4Vl.,400YR7N - PROD 50165658, ' '2000APSEGU - - B - - -- - - LEPCO-1600-8802{IPA - -- BUS CONNECTED . ... ..:, ...GRCOMPARTMENT .. ... ... :'.:: :-: :" JOB B: J 50180JB1 ... .. ... .. .. 1 - . .. .. - 100%RATED� -. _ ... ..• •. ' -INTEGRAL GROUND FAULT PROTECTION a. MAIN SERVICE SCHNEIDER 2DOUA ZOOM EBGKGABASNNNNNNNSUBMITTALS ' - -• -- - C : 3 BUS CONNECTED: -MIC LOR OGNEUTRAL IIC BOX TRIP UNIT��03 .. ... ... DISCONNECT: : : ELECTRIC MT2 LSIG BUS -PADLOCK ATTACHMENT' REV._'DATE DESCRIPTION ENSOR(CAT. .. .. .. .. .. .. .. .. .. .. .. .. GV REDUCTION MA NTENA -- .. .. ..".. • -ERNS(ENER NCE ' .. .. .. .. SETTINGSI� .. ... .. ... .. .. .. re CONTROLS COMPARTMENT SCHNEIDER 15A" ' •. .. .. .. .. - .. .. .. .. •. 0 .. - - 15A a- mEau9 2 BIL26615 _ _ _ - _ _ _FACTORY WIRED ... .DISCONNECT ELECTRIC .. ... �- - - - A CONTROLS COMPARTMENT ., _ _ EVWDLE-001' - - - -FACTORYWIRED • .. ., :.. :. B CHARGING CABINET.. SCHNEIDER SODA fiWA 3 - LIP38600031XYP 1 (2)#ZIOZOOKCMIL:. "2 (1)Y2d00 KCMIL :: 2. :.(I)58-350 KCMIL MECHANICAL : COPPER BOTTOM ... ... ... ... .ELECTRIC LI ... ... 2.12/03/24 ISSUED FOR FlNAL C ..CHARGING CABINET BCDA. 3 1JP36800031XYP.. 1. (2)X2R4500 KCMIL 2. .(1)52-000 KCMIL 2" '(1)M&350 KCMIL...MECHANICAL CAPPER BOTTOM -M H (CAT. 09/03/24 'ISSUED FOR-FINAL SCHNEIDER 600A � PADLOCK HASPS(CAT.Y 53263,) :'. :: :: SC SCHNEIDER BOOA. - .. :CHARGING CABINET 60M:. 3 UP366DOU31XYP:.. 1 R)9210.500 KCMIL 2. :(1)02-60D KCMIL '2 (1)56.35DKCMIL, MECHANICAL COPPER BOTTOM 0 07 i6 24 ISSUED FOR FINAL D ELECTRIC ... ll ... A 03/20/24 ISSUED,FOR 90%REVIEW _ _ _ MECHANICAL LUGS CA 2K3)': ... ... ... "SPACE .. .... SCHNEIDER - 600A - 3... .L-FR/VdE" .. .. .. .. ELECTRIC - .. .. .. .. = SPACE " SCHNEIDER gCOA :: 3. . :,L-FRAME .. ELECTRIC .. .. -. .. •: - .. .: . .. :: SITE NAME .' ' SCHNEIDER .. .... .. .. - .. .SPACE ELECTRIC BOOR 3' L-FRAME... _ _ _ (SITE NUMBE 2 - :..SPACE- - 600A 3 L-FRAME _ _ - _ ... SCHNEIDER _ ELECTRIC .. - _. - .. _ _ SI R: 701192) SCHNEIDER "' '"' SITE ADDRESS::. ' SPACE � 600A ._- 3 L-FRAME: - ._ _ .. .. _. .. .. .. .. .- - ELECTRIC ... � ..-.. .. _" - .. .. _ SCHNEIDER l6a - 54375.MAIN ROAD m. .. - - SPARE :: 15A - 1 BIL18015 1 (1)S143N KCMIL '.1 (1)i141N KCMIL .. 1 - (1)S141N KCMIL MECHANICAL COPPER BOTTOM --' "' -.. - .'.- SPARE DER-- -- SCHNEI 15A : I. : BIL16015 1 (1)A74311DKCMIL:'. 1 (1)S141N KCMIL .: 1. (1)C14=1N KCMIL MECHANICAL COPPER BOTTOM- ' ELECTRIC 1xww,a..9 :: .. :.. .. .... .. .. ... .. .... .... SCHNEIDER ELECTRIC .... � .. .. S OUTHOLD, NY 11971 SCHNEIDER .. .. :: .. :.. :. .. .. .. :. .. :.. .. .. SPACE ELECTRIC : 1 BFRA6IE _ _ _ _ - SHEET TITLE .. ... _ _ _ ... SCHNEIDER : 'SPACE 1 BFRAME' . .... ELECTwc DETAILS II ' .• .. .. .. .. "_ "" SCHNEIDER .. .. •. .. .. SPACE :: - - ELECTRIC _ .. ELECTRICAL .. ... .. ... .. ... :. - SCHNEIDER SPACE _ _ "1 _ BFRAME _ _ _ _ .. .. .. ELECTRIC ...'_ .. .. .. .. _ .. .. .. SHEET N .. .. E�-2.2000A SWITCHBOAf2b DETAIL 1 ... .. : :. SCALE;N.LS•: a. e elec TC GEN IV DISPENSER nr 5 SPECIFICATIONS FOR ELECTRIC:INSTALL•ATI(JNS ISSUE 4 1, trify �� � ��� PADNDUNT EQUIPMENT GROUND GRID amelrica . m KITES . PAGE B OF L REQUIREMENTS • .: ;. ". .:'.. :". .:':. BIG GEN N POWER CABINET' .. :.MAIN.BREAKER .• 2.-AND PECIF CATIONS.VII, U �' I TE%T FOR ADD[TIONA .. .. ELECTRIFY AMERICA,LLC .. ... .. .. 2003 EDNIDND HALLEY DRNE S RE 2 ' RESIDE;VA 20191,. 2. 0 TRANSFORMER pR.EQUIPMENT GROUND PADS. 3.COPPERCLAD GROUND ROD 7 5/8'NOMINAL DIAMETER%8'LONG. ' 4.WHEN TVO CR MORE PIECES OF EQUIPMENT ARE INSTALLED VITHIN SO;FT,:CIF _ • 'If EACH OTHER,ALL GROUND GRIDS MUST BE BONDED TOGETER WITH_COMPANY.PND ' RER PROVIOED GRCUND ROD. ..N.E.L. PPROVED CONK .COPPERCLAD ear.BI u ... ... .. ,. .. �cnou AMAIN BONDING JUMPER illfnASTAVC1 Vu' III .. .. .. f FACTORY:INSTALLED L'Ii GROUND,BAR(TYP.) i 83/0 Cu o .. r: i : PER NEC .. - . 66 .. . ew er GRND --Y2/D.AVG srR,aARE" Dewberry Engineers Inc. ... .. LA _ P gp - ... .•. .. STREET •. .. III. � I� -GROUND CABLE --VIR60�. SufTE 700 TA LS :. III IiI. - III III PHONE BiT.NEEDE MA 0213400 ... .. ... .'... .: ..I FAX:817.695.3310 DED GROUNDING .. .. .. .. FOR T.PADS -. .. .. .. III .... .. .. .. .... - �— —-—— .. . . _ _ L I .. _ .. ELECTRODE... .'•. �. VRTO' 0 .. .. F MIN. •• A VE�PAO) �� .. .. .: CONDUCTOR PER ..O ..KVA. .. ... .. ... ... ... ..: :': NEC 25066(8) r ' - - EQUIPMENT GROUNDING -- EQUIPMENT "' CONCRETE ENCASED - ��Or VV yO CONDUCTOR(TYPJ GI '.. CONDUCTOR :' .• ��P�Q� .. ... _ .. .. . ... . ... GR UNDING) . GROUNDING ELECTRODE 5/B"z8'.0' RELECTR DE p m GROUND ROD INSTALLATION PER NEC UI WITH 12'MIN.DEPTH COPPER CLAD _ CONDUCTOR PER.NEC ... 0 50 - 25 52(A)(5) 2 57(A)�h�250.68� e-+�1 Z D> NOTE 2 ... ... ... ... FINISHED EA GROND UING SCHEMATIC ' A GRADE p�ESSID�Py 1 .. 12/03/24 . _ .. DRAWN'Br. .. Jc. . SEE NOTE 1. - ..: :': :' :: ... '" GIRD' CABLE. .:: CHECKED BY: DER . .... .. .... .. .. .... .. .. .... .. 'CADWELD.CONNECTIONS' .. .. .. .. ... OR ENGINEER APPROVED EQUAL .: APPROVED BY: NJ .. .... .. .SEE PLAN .. .. .. .. .. .. q. . ... .,. ... :. PROJECT 50165658 ... ... .. #4 AWG BARE Cu GROUNDING. :, .ELECTRODE CONDUCTOR - ' . .. .. ..... .. .... PROPOSED - .. .. .�. .. .. .. .. .. PARALLEL HORIZONTAL .. - .. .GROUNDING DETAIL .. .. -- - CONCRETE - CONDUCTORS SCALE: N.T.S. .SUBMITTALS 5 .NON META WC .:-CABLE TO REBAR HORIZONTAL SPLICE "PROTECTIVE SLEEVE ,._ TEECONNECTION HORIZONTAL SPOCE OF-HORIZOTAL PA . ... ... :. JOB O1 - •• --. .. :. CABLE TAP.TO.VERTICAL REBAR .,CABLES.. U REV.,;DATE DESCRIPTION RALLEL THROUGH CONNECTION .. .. .. .. 1 .. .. .. .. CABLES .. .. .. .. .. .. .. ..SEE NOTE-��' ,• OF HORIZONTAL CAB •• •, •• PE TYPE SS TYPE PT .GRADE c. . , . . . .. .. I I I LI —I NOTES:.. .. .-: .. .. .. .. .. .. .. .... — — — I 77 ,.. 1.'ALL HARDWARE SHALL STNNLE STAINLESS INCLUDING NG LOCK DIAMETER WASHERS OR COAR ALL'A ' I,�I � I I—I I I I�— _ _ I HORIZONTAL STEEL PARALLEL.HORIZONTAL HARDWARE 18 B LES TEE T. SURFACES 2:�12Z03Z24 ISSUED FOR FINAL •._ ! SURFACE. , .. .. .. ._ .. .. =III—Ij BURNDY�CONNECTIONS��� � PARALLEL DEAD O ND TAP OR':.' TO FLAT STEEL SURFACE OR OR ENGINEER APPROVED HORIZONTAL THRU CONDUCTOR:: 2. FOR GROUND BOND ATO STEEL ONLY: CADMIUM FLAT WASHER BETWEEN LUG 0 07/16/24 ISSUED i'OR FINAL _ _ H E SURFACES WITH A POUND BEFORE MATT_ - EQUAL TYPE HS TYPE PC 0 AND STEEL,COAT ALL N ANTI-0XIOANT COMPOUND NG. 4 ISSUED:FOR 90S'REVI .; , .. .. .. .. .. .. .. .. .. .. _ .. .. .. .. .. .. .. .. .. .. EZE .. .. .. .. .. .. - � . .. .... .. .. .. ... .. .... 3. 2014 NEC 250121EXCEPTION.A WIRE.TYPE E UIPMEN7'GROUNDING.CONDUCTOR .. .... .. ... .. :, :: .. :.. :. :: :.. ... ... PA _ ROPOSED CONCR -- INSTALLED IN COMPLIANCE WITH 250.E A AND THE APPLICABLE�REQUIREMENTS FOR D A DIRECT __ SITE NAME SI CONTACT WITH EARTH --- :. .. o.. :NYPA =�SOUTHOLD NOTE .. PROPOSED COMPACTED ... _ SERVE.CONDUAS BOTH AN EQUIPMENTR IN PARTS 11. DGROG D:V1 OF ING CONDUCTOR AND IS AR11CLE SHALL BA'GROUNDNG-E PERMITrED ELECTRODE .. '" CLEAN GRAVEL' - ELECTRODE CONDUCTOR. ' (SITE NUMBE .. .. :.. "' .. 1: REBAR BONDED TOGETHER WITH STEEL - ' BOND JUMPER u VERTICAL PIPE - VERTICAL STEEL SURFACE : � SI R::701192)� _ TIE WIRES OR EXOTHERMIC WELDING - - ... FIELD FABRICATED : CABLE DOWN AT 45'TO RNGE: CABLE;DOWN AT 45'TO VERTICAL".,; - - STRANDED INSULATED OF VERTICAL PIPES - STEEL SURFACE INCLUDING PIPE - SfiE ADDRESS:. .. .. .. TYPE 2-YA-2 TYPE VS .TYPE'VS 54375.MAIN ROAD CONCRETE ENCASED: ELECTRODE DETAIL GROUNDING NOTES .. .... .. .. .. SCALE: N.T.S.... .. .... .- .. .. .. ... .. o .. .. .SCALE: N.T.S. ... ... .. .. .2 :. 4 LD, NY ... .. .. .. .. .. .. ... .. .. .. ... .. .. .. .. .. .. ... .. .. .. ... SHEET TITLE 9 ... ... _ _ ... COPPER LUGS HORIZONTAL TEE _, .. THROUGH CABLE TO - .. .. .. .... .. .. _ TEE D .. .. .. • -- TWO HOLE-'LONG OF RUN N cRourlD.ROD GROUNDING ;:TAP CABLES THROUGH CABLE TO TOP OF SCHEMATIC' & DETAILS BARREL LENGTH GROUND ROD wa ... .. ... .. ... .. .. :. '.::' TYPE.YA 2 '.: TYPE:TA: 'TYPE G7 :. .. .... .. .. ... .. .. .... .. .. ... .. .. ... .. .. .. .. .. .. .. . .. .. SHEET UMBER:- .: .. . ... .. ... .. .. .. .. .. SCALE NTS . . . . .. CAD WELD CONNECTION=DETAIL /,i'� :: '. .� TES:.: :": ' �. :: :'... .+� ��-/�\ O SOD PLANTED IN THE FALL MUST ESTABLISH ITS'RO0T5 BEFORE y ele � �� '�Stw THE FIRST WINTER FROST.DETERMINE WHEN THE FIRST FROST =� USUALLY OCCURS AND PLANT THE SOD NO LATER THAN ON 71r`I�=; ,d TA MONTH BEFORE:IHE FIRST FROST.IF THE CONSTRUCTION'IS E. .. .: .: .. .. FROST.' ..-. .. -.. ." .. _. STRAW UNTIL SOD CAN BE I .. i j ... .. .. ..... .. ..., 2 .. . FINISHED LATER THAN ONE MONTH BEFORE THE FIRST UITE 00 _.y '�'" � \ ��� USE INSTALLED. � "" f ,• "' "" f:CTRIFY AMH2ICA • PLANTERS. BY THE WOR SYSTEMS,0 THENSAME OR D ANY T BETTER HER C CONDITION UEY .. .. .. - .. - - THAN COMMENCEMENT OF THE - ' IRRIGATIONM RESTONLVA 2O19EL5 PRIOR TO WORK N ' 11 ..... .. ..... .. .. ... -. �.: ..... ,1 I 3. HAND DIG TRENCH IN PROJECT LOCATION TO AVOID EXISTING. c' I , .. .. .. .. - .. _ CONDITIONS CON ..% �T .UNDERGROUND C CONCT:WITHNPEROPOSED .. , .. .. ... .. eenoo ..... .. V -.... j: .c�� \' `\ ONDITIONS. Q r Q � r.. "�� � ..INSTALLATION' � U�./ -' .. '' - .. .. i .. y I \� +� 4.'PROPOSED ACCESSIBLE STALL AND ACCESS AISLE SHALL NOT -• "" ' ' ,M(nASiAVC IVP - � �--/' - ,.° E ,�II ems- / ^ \\\ EXCEED 2%MAX SLOPE IN ANY DIRECTION. ACCESS AISLE .:... — - i -1' G •i.�,� l '\ \ � SHALL BE PAINTED WHITE WITH HATCH LINES SPACED A .. .. .. _ _ _ LETTERING SHALL .. .. .. .. .: /// INCHES IN HEIGHT. J�` ��' • ; / � \ MAXIMUM OF 36'(INCHES). PAINTED LL BE A 1 •y \, MINIMUM OF 12 < :� Dewbertir ... .. Lam. / 41 ` gingers ERRS - TREET / BOTON,0MAO21E0 „/ � � •//\ � �\\�� PHONE 817.696.3400 .._ ..... .. .. .. ..... .. � .... ...: / ._" .. .• y FAX 817.696.3310 .. r- C`' Ad, G � �\ mop ee75A��R� 12/03/24 ✓: f `� �\� .. .. .. -. .. \` .. �/ ` .. •`G. .O. `\ i. .. .. .. DRAWN BY. . `-'" s )• _ _ _ _ G\A� �' CHECKED BY: DER v I. � •TOP RAIL 1.66 IN OD 2.27 .. APPROVED BY:. HJ O .:... '!�. / \ /y1 •:.:. � :.0 G,\` \ LB/Fr GALVANIZED STEEL w. \ .\ i/ .. .. .. � r� ... S` .y \ ;/�i "':: •� \ �•.\' �� ':�' � � '-�: PIPE(TYP.) .. .. .. •.1-. ,-.a'� i- .. '-♦ ':�` '.` .`.. \y\ .. .. .. iI .. .. POST"1.90 2.70 .. _ LB/Ff GALVANIZED .:... .:... .. i .`; 1. •` � .. ^ \V ` \ PRO 50165658 -, �. ..�. ♦ .: ` \ .. 'STEEL'PIPE'(TYP.) JOB JeCT 5O18O3B1 � 9• . G savecEs . . sie c v Niim sie�� SUBMITTALS ..... .. - .. • _ MESH,TOP D •. .• .. TWISTED AND BARED'CONFO CONFORMING . .• - .- .. .. .. .. .. _ ASiM A392•A491 F668.ORRF573. . ENOURO SHADE CLOTH AS ' .. G .. �. .. .. ._ REQUIRED I '�\ REV:' DATE': DESCRIPTION .• '..'' -. ..... .\: 2::12%03/24 ISSUED FOR FINAL -- . CONSTRUCTION '.`' .. .. .. .. .. -1�' 09 03 24 'ISSUED i'OR"FINAL..- .. .... LAY-DOWN AREA .. .. .. `\' 1 / / .. .. .. 07 16 24 ISSUED FOR FINAL .. .. ..... \`. ;.. .'. TEMPORARY 2 - 'A 03/20/24 ISSUED-FOR 9OR;REVIEW ..... .. ..... .. •. CONSTRUCTION .. .. .. .. .. FENCING ., ,. .. .. .. .. .. .. .. .. .. . . - .TEMPORARY .` (3285 LF) SP-1 B-0 - .. FACILITIES .. .. .. -SITE NAME . .. ... . .. .. .. .. .. .. .. .. .. .... .... .... - - .. .. .. .. .. .. .. NY A - SOUTHOLDFROMDE WEIGHTED TEMPORARI .. .. .. _. .. E (SITE NUMBER: 92)FENCE:ANCHORS(PRODUCT COD R: 7011 ' ---CONSTRUCTION -la: 12150)OR.APPROVED.EQUAL .. ..... ..-1�- ' .. STAGING AREA .. .. :":: ". .. .. .. .. .. y.:' .. .. SITE ADDRESS'.-: ,. . 54375 MAIN . ' SOUTHOLD, NY 11971 .. .. .. .. .TEMPORARY .,. .. .. .. .. .. .. .. NOTES: coNsrnucnoN, .. LEGEND.: .. 11 1, CONTRACTOR SHALL VERIFY EXACT LOCATION OF FENCE WITH-THE "" FENCING ENTRANCE pRIOR TO THE STAR SHEET TITLE.-, .. ..... (TYPr2):: ".�: / .:. 1' OWNER'S CONSTRUCTION MANAGER' T OF... . - .: PAVING AS REQUIRED PROJECT PLAN .:,- .. CONSTRUCTION. � � ... .... ... ,2.CONTRACTOR SHALL REMOVE FENCING:AT COMPLETION OF PR. 'STAGING ... .. ENLARGED,SITE PLAN / - AND PATCH PAVI AT,FENCE POST HOLES '� AREA '. CONSTRUCTION STACING.AREA,. .. .: SCALE: V-10'FOR.1.1-07' .. .. .. .. .. .. .. .. - .. .. .. .. .. 1•�5'FOR 22'z34' "' ""' :"' SHEET NUMBER: - " -CONSTRUCTION LAY DOWN-AREA � ' TEMPORARY.FENCE DETAIL ��. ..... .. ..... SCALE N.T.S... O' S' :: ':1 o':. .. .:... .TEMPORARY FACILITIES AL D OMMEE SERIu CEs INFORMATIONAL REPORT DISCLOSED MATTERS' VICINITY MAP BB INlEr LU -NOTES CORRESPONDING TO INFORMATIONAL REPORT: . .. .. ..." P_ .. .. . l .. .. .. � LIMITED TOPOGRAPHIC SURVEY 0 .. TITLE DESCRIPTION oat SITE yN� o . d'" BASmEORNA METES MdI BOUnmSOPRON UI•dJER 302a,PAGE.. .. - YOR �N .... - .,... .. ..... S`'tE � \\\\\ i::::' :(NOT TO CALE) D 2 .. NORTH ARROW/SCALE 10 opp.: .. .. .- .... .. .. ..'. ..". �"��2SIdNc'MIDUFLEGPL-DES(AIMMMETHESAMEASTINTSHCNTIWA .. .. - . CES W.N4TOW+1 COMME DIUGEN 'I .. --X% TIT LE REPORT PR EPMEDBYFlRSTAMEROANCOMMERgAL WE CE i.p jf 9 SERN R�1�15ENV1(E5. " .. - .. : 0' 5- W 15' zq.. .. .. .. .. _ .. - .. ". .. .. .. .. .. . ..." .. .... .. ..... .. .. .. EGEND'SURVEYOR NOTES � L ♦ ♦ .: .. . ~ lB--u. UIIDMYSUINEY MIO IS IXJLY INiQ�OED TO DFACfTHOBE . ♦ . .. 4 ..... _- .. UNESSHOANMEPPPRO%IMATERE ".... .. .. ..:: ... .. : P55..'. j~' \ � v^ SQUARE CII(ON.. 1'"i� �ANO ARE SNOVM MPHOVEMEMSS�N1�BFROPD2TY CORD:::' PL MP/lOXIW1E PRORERTY LME .. n SO FOR GRPPHICAL REF LY. .. . .. .. .. j..f .. .. \\\.. : \ .. .. .. ... .. - ... 5 .. .... GR CONC.CURB"'' APPROXINAlE ADIOINER� E'. .: _ rlt—GR OUND ". SQUARE C :.. ...5 m\ ♦\ .. .. . .. ♦ I SEI�EIRAq�ORADAR ON �TiMOT�TI1E U�nm� lllm UfIIITE 9�HOWN LOMPPo ESTU13 R1AY.iMLITEG IN THE SiM �U�N�ERGROUNN mSTORME!(N£ ..... - .. - _CL G THE suRVEraR FL.wTNER mEsrmr ?Iwr1HE UNOERGRWNI . ..... .. ..... :. CONG CURB ... .. ." —15 Y— \ - WIA--�.000ERGRDUND WATER UNf ES .. / ..... ". .. Z lmEb SHDNM MEINTHEE iION MgC4TED ALIHOWHHE 00Eb FY IHATTHEY ARE LOCATED A9 .. - . ELEY.-11.90' yG \ .. \\\\ ACCLRATELY AS POSSIBLE FORNiHE WFOPNATbN AVNLPHLETtff SURVEYORIN4 NOT PHYbI['ALLY LOGTEO iME —ELE— UNDERGROUND EL£C1RiC UNE .. ' .\, ELEY 2l.li .. .... .. � � �•- ROUND ImLI BEFl FlEO BY MECONTRPGTOR M K-�- UNDERGROUVO UDLIREb Pll IB0 EIaG RES StpULD 60VERI PRIOR TO ' .. .. : v 9 TEVARK - /. ". F D DID �\4A \ BDLLARD y ..... /4\ ." 1000 13024,-ACE 00.00 v' NJMBER abf SIDN . -.... ." .. ..... T "..': I--- ID ROS PARCEL OF GRATE INf {N •. .. .. - q.: .. .. .. .. .. ". ., EFFECRVE PATES?+1009 GENEM AGENCY.FEM4 FlRMIMD SLOGTED NZONE(ST-C 03C 0159H ID MEPRO 0LLE .. .. �y .... .. .... .. S' .. - -. .. - \ \1 ." 4.'iMSb RV2YDOESNOTODNSi1TUTEAR O SEARCNBTYF WWME=C L:D.EOUGENCEbERVICESTODE U O ESE'C1RK:EOUIPMFM .. . OJJNERSMP OCDS RELIED TLPONA SEARR MED BY FlRSTPMERI . / ..\. Zc-F OF RECORD. CHREPORTIl- R w+EnT-LEi'MK90mAcEM Ps�N1'VAniN #. . . JE PD .10/ .. :... ...:\ :. ♦\\�\.':9 \\�;\ `.a• / _. ATITLENO.:1]aae78DAT lrlBLOII. ..... ". - _ Urr PDL£ .. ..... .. . U F I. 1 5 ON VDBBDA CURB",Er - . ELEVATIONS APE e45E0 ,14 NN'- ON REGMq ... .. .. .. .- .. .. .. .. .. \h\ - .. .. ., _SOWRE CUT ON CONCR BB ELECIRM ..:. ... W TER VN \ .. .' S 9TE BENGIMMKT oaf-SOUPRECUT IXtCOICREIE�ELEVARODL Zd.9U1,(N�AVD ) ... .. .. : :. :: ::": : \\\\\\ : .': �j.:eABIS OF 9EPHNGS GPoO Nd3TH,5TATERMF NORDIW.TE SYSTEM.NA083.NEW YORN EAST ZONE - Q ... .. . .. .. .'. METER .. .. .. __` .. .. .. w .. " � B FIELOWOPK FDRTHIS NM ON OECEMBERB 2023 PAVEMENT 00 .... .. 'CURB 1 51 - - .. ... .. .. .. .. .. ."SURVEY VR$ PLETFD CONCRETE \ 6 IrA'«9LE / - .... .. .. \ �G S OWNERSHP ANO MEA ' AVNLABLE AATTHE ORIGLW10A1E OF MSSf&VEY HFAWRRwT EBAS UPoN TP%PARCEL DATA&NOIILD BE 'NO PARKWG . ..... .. �5,. ..p\•.. ```.. .. t\{ VEPoFlED FOR PCCIIPPLY..:.: .. ." .�� .. .. .. ". PERTHECl E VEST RTLESFAftO�SOlLYRERECTAID RY SSEM ENNMBPANCE .- . \- ED \ • - ". .... � S]V .. i� .. "".. ♦ ♦\ .. .. .- -\ �� LL PRECEgM3 THE RTLEOSEMOI HISTORYM1WY EAST MIO PRE JIDT REflECIEDON THSSURLEY� - •. 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Don �naE Ns � �o woo w o Ma'm Office Phone Nd,4 259"2444 'e �\- - J/) -Tall Free:688:457.7878 .. .. .. / - .. .. .. '. .. ". 'Date: _ .. .. .. .. - � sGrveyoy oa ♦♦ ReW' 'c1,,::::: : Ref.No:r Tilt-0058 w, . .... .. .... - ". .. .. fe .. .. - ...TNE TOWN OF SOUMOLD .p� - - -- -- '' APM'1000�060:0-01�00-001.0G0 .. - -- -.- ... e. . / ::: :. .':CER TF CA� s�I• Data ion: USER 11915.PACE 5]] C� '\,� _ _ _IRFREDYSTA7E71NTALLPMJ90FTlAS SURVEYAAD UR.4WINGIMVEBEBIWamIETEOPIACLORD4NCE' 7'=10' I _ .: .'. .. .'.APM.1000-060.0➢-0200-001.000. "" Y WIRI)�RQRBfl�R OFBTMm4RD5OF/RA�SIB7VE1'AG P'TIfbTA1EN'NEW': � . / / Rev siolr ..... .. .. ..." .. ... .. .. .. . .. - . .. - DAIEOFPUTDR a -- .. . YORI[ 1NEBE5 d60lAWTNN ANO .. .. .. g ._ .. .. .. ... q 1A T1snYlaYan L%+eslY Asset No:: _ c ��a+ Y .. sFo for OJECTADDRESS - ." .. ". .. f / ..... .. ..."" (.. ..... ..... .. .... .. DOIK:ULS RLENR P - ... .R .. ...543 MAIN.ROAD NEW OUT .. .. ... ... .. .:... .. RC-U.::. - 971 ..... .. . . COMME .. .... HO Project Name: YORK 11 -Sou .. - - - S CES' wPydam.¢cRmmerwf as Dusence semcea;iNa fdmlatand aMe fa Promded hr � ��� � -� � ..� � �� � � ,:' •. � .. - -' '. - .. A 7 DS ProjecthNumber tho . Nt52S019111 .... .. .... DUE DILIGENCE ERYI Coptti0M,e0 dOhta Ind HaoLvod.Any uaa dMil format and style la—M .Prohbited%MON' '" 3550 W.RIbb,-I Street Thhtl Floor pdm"U,pIn n Id n rHm co—d-1 Due Wig—SINieea. .: .'. - '23-14-0058 Norman.OMaM1ama]30R.. ". . Sheet 1 of 1 Main Office Ph ono No.:4DS253244C - ' . . ..aa .na .aa m m °° °° m as n¢ m na o m as .. .:-68--F. 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'°' .•p^°qt�a� a m e .. cub 'nP "aP' 'm 'a, •p:r •�• n px -ai• •� `° ^.I n :��a as an P.p o.P — a. . a. ' _ ,, I To,_ � m� m m m m , 'Pr 0. n, m : al mo a. a¢ m nP W °m a° mm P, ) a ° n° a° ° m an m m ¢° n. ,a m m s _.nP i i a ° �o: �awxovu �. .. ._-. .. .. I' �m m cub .bA m °° m a° m ° °a °n °n an a° . ° ° a° °n — .aa:':od .•m. . ' .m .Pb •;°:: -cup::�°a' °° W nP o m nO o 0 o.v ao O.o va ao as O.o nO o o O as m o o ao .. .. Note .. .. .. .. .. .. •pq • nP n na Back round Ma eDlsdalmer _ ' '¢1 'nv 'Oa no oo Ov m °° oa ao no - aO m °.° ° oo no 00 9 9 '.m .00 .°°': . X. Please ote Nls tlesi n utlllss an Imo a format cur converted 9 9 Image such as a PDFts can v formats for cy back round shown,. ('m These types Of formats can vary ii accuracy and possibly resulting y .. _ f m_: ,- .. suggest Me s of actual readings.the flettl.sign request. strongly. .. .. .. .. aO 'm. 'oO 'nv 'oo ... a° oo °.° aO °.° .. ao nO °.° .nv a nv nv m A. vn v.o o.o ggest Me use of Auto Catl formats far design agues[.'oo ..... . °° vv ¢ .. ay. as v.O ¢.° On m m .,v.O ¢v m ¢.° m _no .... .. .. no '°.° '0. ° no as °.° Oo Oa av m oo ° a° m no ao so .. .. .. .. .. .. .. .. .. - .. on.. as va. ... .' '.. .1 oAeadings shown are bash on a total LLn of as shown at grade:Data 000 hrus 'the extrapolated performance projemons In a 29c emblem based on, 000 hrs o/ ' na 'm 'no •av - 'm 'Oa 'no 'ao ao oa oa o.O m v m m as ¢v va on m ov a aO ¢v mpar _as •m 'o . _ ,_ .: _ _- _ - .. 3.Product rmatl°n obtained a ty rends.,,m 'aa' 'av ' as vO vv av av b.O on a° a° a° °° as a° a.O 'nO- v na nv ao nv vo nO O v.o. a nW.-I- loft 8ielo ay. ov'' no- va; a° and 2.PIe enrefer t°NBe uml a0lree°otivnz'table for mounting 0heights R Info can be bt t wwwAal B .: .. .. Note .. .. .. .. Acui'Brands Lighting Inc.This document contains canfldential and deta Information of Acul y Brands Ll hting.This document may 1 be used b' for the benlflt of Acuity Brands tJ htln titives and Customers. - - N 9 9 Prop N N 9 Y only Y or N 9 o accuracy, :' . . This application ualn Is not a gh"ni;lonal'a"a bering drawing and the design,rIc data reported data anQcalula and results,is computational tl far and modeling aesumptio only,wlNOut any warrenN as to accuracy,wmplMeness,safety or otherwise:The design is the result of ; ', 014aGIHG sruory cPt¢un 'Z I:ak 0..k la 1. a.aa calculations made using Visual lighting application span U e,t operfor ,,or m..tla l measured In a labrsrory,andt,I,a t is typically c antl ell under assumptmea. SIrE CALLvunRus }. O.x k a.a k WA - - "• - a be 'used o perform one or ore ne,alatlons,su tometri pp oximat data is typically mance-under...umpl measurementt I nditiens'far-field data e n Inds l not al ulated luminous o metric conditions.q-ns.When Far field phacometrlUratllometrlc data may h Ve an t p r/rm m 4 NP Y 9 Y P of .. 'urea°the far-field source 1,1,close ode°mety t data,the Yls" software applies rertlan genenlli=lag assuptlOnr to approximate near-field performance..T11esa assumptions may resale In sipnlflcantinatxuracles In Individual calculated luminous and/on caClant power quantities In .. .. .. .. .. .. ". .. .. .. .. areas where n source Is Influx°proximity a Particular surface or pant fa The modeling offfc radiant flux exchange used!In the Visual mhl res requires a uniform pater h across caN reflecting rareven The Visual mftwaro educe lram s the uniform surface with hi h condition by adaptively subs daces winsurfacei with n uniform a itm nce Into : subsurfaces with su1B<ently unlbrm exltance gredlant Practical resWNan;,due to computer hardware limitations,may prevent the subtllvislan procedure ham subdividing suAaas'wlth.high exltance gradients Into subsurfaces with suRitlengy pradien(s, . uniform exitana .. .. .. ..... .. Introducing potential dlscreDatlon error Into the calculated values. ..... :. ..... .. _.... .. Calulatam,performed by Visual softv.•arw assume that all reflected flux.Is reflected In a perfectly alffuse(lambertian)and spectrally uniform man ss the spectral range being analyzed.If actual reflaftance characteristics differ from these assumptions,observed luminous' M Jackson - ., and/or radiant power quantmes may differ from the predicted quantities. r u sw° vs tea ner am¢ � � � yr¢n As a result of the computl...I limited...and 9mplify ng modeling assumptions described above,andfar variations In actual product performance from tested product samples,the accuracy of calculated outut values Identifying expected radiometrlc'quanhq,,and any resulting xaxLtID_vLa°K_n3 ttPc v v.111 oai, Date .. : 'callveacadlation dose calculation may be adversely affected. .. .. .. _ - ' ummeupMnp asxt lFD Pt mK asx Ama umvmin .. .. al.— Pt,ww 6 6/e202i In addition;the accuracy of the application design may be adversely affected If Information about Me pbyslral'spa' provided to Aalty Brands-Lighting Is InmmplRa,Inararsta,Outdated or not.ln Ne requlr d'(prmat(Imludiing but not limited'to goer plans,space layout, �_"" A "• P.y°R°pe.....°uoen - ' _reflelee rniling plans,physical structures,elechlcal design or spetlflcatlons)If Incarrect assumptions are made because of because such are not appropriate for Ne space. Furthermore,actual actual.fleld performance may differ from peAannanse alculated using laboratory _ •..•. .. ... .- an[ts au'm AS Shown' measurement as a result of miscalculabons related to denidendes In the Information provided about Me physical space,aegregatlgn factors In the and—,enviroment(Intluding,but not limited to;voltage varlaMn,and dirt accumulation),cur other possible varlatlon,In field conditions.Flnlally,lamp lumen tleprltlatlan and/or deprtla[lan In lamp coolant Intensify may result In performance aver time that dlHets peAormanca calculated using a new lamp.Light loss factors may have been used An Me epPllca[lon design[°estimate such depreciation,but '' 288198-i Al flaws In these estimates may also'resot In performance over time that differ from Me calculated pert.-ance. '; `. ,, .. ' - Bummary .. It Is the obligation o/.the end-user to consult with appropriately qualified PrOHeslOnal Engineer(s)to determine wheNer.thls apPl�ca[lon design meets Me applicable requirements far'pertorrnanre,mde compliance,safeN,suitabilN anE.efleativeness for use In a paMuilar... ' ..... .. application.In no event will Acuity Brands tlghtlng be responsible far any loss resulting from any use of this design. It ® america NALL D electi7i RECTRRYAAIERICA.IIC 1000 EDmUNm A RNE SUOE XIO To.. 2DI91 ClearBlue amenco 0 Dewberry® JU L 2 2 2025 Dewberry Engineers Inc. NYPA SOUTHOLD FOWMM��E0 B0S]ON.NA 02fI0 PNONE:I1].695.N00 FAX:61].895.00f0 Building Department SITE ADDRESS: Town of Southold 54375 MAIN ROAD cEOF N,iy y •�P o v°.Uusr °y SOUTHOLD, NY 11971 SITE NUMBER: 701192 ; SITE INFORMATION APPLICABLE CODES PROJECT DESCRIPTION ZONING INFORMATION DRAWING INDEX �Oo 0e7sL�P EV SITE ADDRESS: ALl WORK SHALL CC PLY WITH ME FOLLOW1NG MPUCABLE WOES IN—0)UTBITY MP FORMER PERMITTING JURISDICTION:TOWN OF SOUTHOLD [­2 SNEET TILE 05/30/25 58075 uAw ROM IxSTALL(1)20WA CV-2 SWIhNB0+R0 SOum.D.NY 118]f NEW YORK UNIFORM BUIEOdC k ENERGY CODES WNS STENf WITH THE dsrALL 6]80IW Bfi GEN N DISPENSERS FOLLOWING CODES: INSTAu(]I]60IW Bfi(I N POWER UNIR APN:tOW-O60.W-02.00-00].W2 LIRE SNEET PROPERTY OWNER: DRANx Br: Jc ME TOWN OF SONNOlO 2020 BUROING CODE OF I) (IBC 2018 N/AYQIOYENiS). 20NWG MB-HAYIET BUSINESS P.O.9OI 111, MO ENERGY CONSERVATION CODE Of NYS(IECC 201!W/AMENDMENTS). DISTRICT N04 IODO O[NERM NOTES I CxECIED Br: OCR SOUMDID.NY 1f I71 2017 TUTIONAL E...WOE(NEC). DEN—NOTESSECTON NO.:OBO.WPARCEL ID: IN ME EVENT OF WNRICT,ME YOST RESTRICTIVE WOE SHILL PREVAIL OFx[PM N01ES 10 APPROVEDPN:IWQ-W0.W-02.W-OD].W2 BLOCK:02.00 COUNTY. LOT:W].W2 ovrnut SITE Pun PRWEcr/: xllslse Fi01%COUNT' OEM.—s Pux LATITUDE': AERIAL MAP LOCATION MAP 1111A 1 s E 1 Ds sms N EN cED wDPosED EDumurNT urour LONGITUDE*: C-B mxsMlznoN DErARs I SUBMITTALS ]Y}S"91 CONSTRUCTION DEr LS I REv. DM DESCRIPTION BASED Ox c0001E EMM �' C-] C0x51RUC1101 DETUES eI ENGINEER CONTACT: Mnrewusnm+NO. PERr EN4NEER5 we (919)RN-97A2 C-1 OxE-UxE DIAGMu NNSIWMNOOOEWBERRY.COY J OS/00/25 RSU[0 FOR Edo D E UC./007587 E-2 LECMICAL ETARS 1 2 12/0/24 M.BxAI CONSTRUCTION CONTACT: E-] ETECMICAL DETARS 1 1 09/O]/21 ISSUED FOR FIRFIRM.SSU x _ ,A 0 07/I!/2V IED FOR Ilful t. CLCMBLUC INERASTRUCNRC GRWP •+ CRO._SM.— OETARS 0]/20/}, ISSUED MR M1OI REWEN `. (uul]lei-sw2� SITE + M SITE SP-1 S1MdO Tux SITE NAYG ELECTRIFY AMERICA MANAGER: NYPA-SOUTHOLD Au RKA LLC t OF 1 PROPERTY SURVEY(fOR PFEEPEN[E OW) (s70�Iu-nSo I ) JDSH.xouAxoonECIRIrnMExuWM 1 of 1 PMD]DMEIRm PUN(roR REFERENCE oNLr) SITE NUMBER:701 POWER COMPANY: AA�t SITE ADOR—: sED-M �,,n• . ,.,_ BEFORE SCALING 54375 MAIN ROAD MEN u 05 M.)n9-s]eA a CONTRACTOR sxAtt vmvY Au PUNS.xD...0 DRJENSIONS ANo SOUTHOLD,NY 11971 FEFINETILYIKLOPSEO.COY •� Wxdncx5 ON THE JOB SIZE AND SNAIL WYDMTELY xONY ME 6ECROFV ORK ORDER:9-180998 > l \ AYERCA—IN IN MOTwc OF OISCREPANCES BE70PC PROCEE. ME WORK OR BE IIII It.FOR SWE. SHEET TITLE CONTRACTOR NOTE CALL BEFORE YOU DIG CONMACTOP STULL COMPLETE NSTA PER ME STONED �,. i TITLE SHEET AND sUIEo SET OF O—S.—MECESSAI2Y DCWAnONS FROM THE DR__MOST BE SUBIeIRD ��N r UxOE -ND SERNCE ALERT THROOCx Ax RA REOUFST PROFESS WIM ENCW[[mNc 1 MR AN MP�VAL PRIOR M CONMALIOR P L B1I1 0 I-ON-2272CI4BOR M+OEVNnON OF ME SIG AND SCALED SET OF (LN� t, ' F'1 v SHEET MIYBER RAWwcs. NE tWOR.NG DAYG UTILITY NOTinCATION �� 1^ - r PRIOR iO CONSTRUCTION GENERAL CONSTRUCTION NOTES GENERAL CONSTRUCTION NOTES CONT. ELECTRICAL NOTES CONT. I. TOR ME PURPOSE OF CONSTRUCTION DRAWING£ME FOLLOWING DEMOTIONS SHALL APPLY GENERAL 22. ALL EMI NG INACTIVE SEWER WATER GAS ELECTRIC AND OMER UIFTIES WHICH INTERFERE WITH ME 8. THE CONTRACTOR SHALL CONFIRM WITH LOLL UNUIY COMPANY ANY/ALL REMRREMCNTS SUCH AS THE �electrify CONTRACTOR:X EXECUTION OF ME WORK SHALL BE REMOVED,CAPPED.PLUGGED OR OTHERWISE DISCONNECTED AT POINTS OLD SIZE RESMCMONS CONDUIT OWN,SIZE OF TRANSFORMERS.SCHEDULED DOWNOME FOR ME 1 OWNER ELECTRIFY MERICA WHICH NUL NOT INTERFERE WITH ME EXECUTION OF MC WORK AS DIRECTED BY ME ENGINEER AND OWNERS CONFIRMATION.ETC.ANY/ALL CONFLICTS SHALL BE BROUGHT TO ME ATTENTION OF ME america 2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON ME DRAWINGS. SUBJECT TO ME APPROVAL OF ME OWNER AND/OR LOLL UTIUMES. CONSTRUCTION MANAGER PRIOR TO BEGINNING ANY WORK. 3. ME GENERAL CONTACTOR SHALL VISIT ME SIZE AND SHALL FANILURIZE THEMSELVES WITH ALL 23. THE AREAS OF ME OWNERS PROPERTY DISTURBED BY ME WORK AND NOT COVERED BY ME EQUIPMENT UECIRI ME FY ARICA.LLC 9. CONDUCTORS:CONMACiOR SHALL USE 98K CONOUCTIVItt COPPEfl OR ALUMINUM WITH TYPE(1HWN-2) 1W]EDMUND HALLEY DRIVE SURE M CONDITIONS AFFECTING ME PROPOSED WORK AND SHALL MAKE PROVISIONS.GENERAL CONTRACTOR SHALL OR DRIVEWAY.SNALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION. MICH.VA.191 INSULATION.600 VOLT,COLOR CODED UNLESS SPECIFIED DIFFERENTLY ON DRAWINGS. BE RESPONSIBLE FUR FAMILIARIZING THEMSELVES WIN ALL CONTRACT DOCUMENTS,FIELD CONDI1gN£ 24. CONTRACTOR SMALL MINIMIZE DISTURBANCE TO ME EXISTING SITE DURING CONSTRUCTION.EROSION 10. ALL(THAN-2)WIRING INSTALLATIONS TO FOLLOW MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. DIMENSIONS AND GONnNMING THAT ME WORK MAY BE ACCOYPUSHED AS SHOWN PRIOR TO PROCEEDING CONTROL MEASURES,IF REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH ME FEDERAL 11 GULLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS CAST ALLOY WITH THREADED HUBS M WITH CONSTRUCDON.ANY DISCREPANCIES SHALL BE BROUGHT TO ME ATTENTION OF THE ENGINEER PRIOR AND LOCAL JURSDICRON FOR EROSION AND SEDIMENT CONTROL NET/ LOGTOHS AND SPECIAL ENCLOSURES TOR OMEN CLASSIFIED THUS. CIe GLCBIUG TO ME COMMENCEMENT OF WORK. 25, NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIAL£SNOW OR _ I 4. ALL IATERUlS FURNISHED AND INSTALLED SHALL BE IN$MILT ACCORDANCE WITH ALL APPLICABLE CODES U[SHALL NOT BE PLACED IN ANY FILL NK OR EYBAYFNI. 12. IT S NOT ME INTENT OF NESE PUNS TO SHOW EVERY MINOR DETAIL OF ME CONSTRUCTION. REGULATIONS MCEi AND ONXN GENERAL CONTRACTOR SMALL ISSUE ALL APPROPRIATE NOTICES AND 26. ME SIBGRADE SMALL BE BROUGHT TO A SWOON UNIFORM GRADE AND COMPACTED TO 95 PERCENT CONFUCTDR IS CXPECTED TO FURNISH AND INSTALL ALL"EMS MR A COMPLETE ELECTRICAL SYSTEM AND COMPLY WITH ALL LAWS ORDINANCE£RULES REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES AND 00 PERCENT STANDARD PROCTOR PROVIDE ALL REQUIREMENTS TOR ME EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. IN IS TO PROVIDE ALL LLECTRICAL EQUIPMENT UNLESS OTHERWISE DIRECTED. . Dewberry® AUL ORTYWOW REGARDING Y S PERFORMANCE N WORK FILL OR OT OPEN SPACE.ALL TRENCHES W PUBLIC I OF MAY SNNL BE BACKi1LLL0 WITH ROWABIE 1]. ALL WORN SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONIIUCTUR W A FIRST CLASS.5. ALL WORK GRITTED OR SMALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY FILL OR OTHER WIERUL PRE-APPROVED BY ME LOLL JURSDICTON. SPECTIGOONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPLICABLE REGULATIONS 27. ALL NECESSARY ROBBISK STUMPS,DEBRIS SOCKS STONES AND ONO REFUSE SHALL BE REMOVED FROM WORKYANLINE MANNER ME COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL AND SUBJCCT TO Dewberry Engineers Inc. REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. B09UYNFA STIfEET 6. UNLESS NOTED.AHD ISELAB ME WORK SHALL INCLUDE FURNISHINGTA MATEATIONALS HINPMENT, ME SIRE AND DISPOSED OF IN A LAWFUL YMNEAI. 14. ALL WORK SMALL BE COORDINATED WIN OTHER TRADES TO AVOID INTEREEAENR WIN ME PROGRESS OF SUMI APPORI[NANCES,MO LIBOR NECESSARY TO COMPLEX ALL INSTALLATIONS M WIGTED ON ME 28. ALL BROCHURE OPERATNG AND COUNTENANCE MANUAIS.CATALOGS SHOP DRAWING£AND OTHER BOSTON MA0R". DRAWINGS. CONSTRUCTION. PHONE:e1>.8953400 DOCUMENTS SHALL BE TURNED OVER TO ME GENERAL CONTRACTOR AT COMPLETION OF CONSTRUCTION TAX,-.I. ]. PLANS ME NOT TO BE SCALED.THESE PLANS ARE INTENDED TO BE A DUCRAMMATRE OUIONE ONLY AND PRIOR TO PAYMENT. 15. CONTRACOR SHALL GUARANTEE ANY/ALL WTERJUlI AND WORK TREE FROM DEFECTS MR A PERIOD OF UNLESS OTHERWISE NOTED.DIMENSIONS SHOWN ME TO FLASH SURFACES UNLESS OTHERWISE NOTED. 29. ME CONMAROP SNALL SUBMIT A COMPLETE SET OF AS-BULT REDUNES TO ME GENERAL CONTRACTOR NOT LESS MAN ONE YEAR FROM DATE OF ACCEPTANCE SPAGNO BETWEEN EQUPMENT IS ME MINIMUM NEOUIRM CLEARANCE.THEREFORE R IS CRITICAL TO FIELD UPON COMPLETION OF PROJECT AND POUR TO FINAL PAYMENT. 16. ME CORRECTION OF MY DEFECTS SHALL BE COMPLETED WITHOUT MY ADDITIONAL CHARGE AND SHALL VERIFY DMENSIGNS SHOULD MERE BE MY.UESTIONS REGARDING ME CONTRACT DOCUMENTS,THE 30. ME CONTRACTOR SHALL LEAVE PRMSES IN A CLEW CONDITION. INCLUDE ME REPLACEMENT OR ME REPAIR OF MY OTHER PHASE Of THE INSTAL]ADOK WHICH MAY HAVE SOT:NEV,, CONWACOR SHALL BE RESPONSIBLE FOR OBTUNING A CLARIFICATION FROM ME ENGINEER PRIOR TO 31. ME PROPOSED FACIUTY WILL BE UNMANNED MD DOES NOT REQUIRE POTABLE WATER OR SEWER SERVICE BEEN DAMAGED THEREIN. ASP Y1 JUST r� PROCEEDING MH ME WORK,DETAILS ARE INTENDED TO SHOW DESIGN INTENT.MODIFICATIONS MAY BE 17. ADEOGTE AND REOUNED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION ACANST PUBUC fp O y MO IS NOT TOR HUY,W HARITADON(NO HANDICAP ACCESS REWIRED). REQUIRED M SUIT JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDE.M LOSS AND ANY/ALL PROPERTY DAMAGE FOR ME DURATION OF WORK.32. NO TRACTOR STORAGE OR SOU.WASTE CONTAINERS ARE PROPOSED. * O PART Of WORK M WITH WORK PREPARED BY ME ENGINEER PRIOR TO PROCEEDING W WORK M. CONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS REQUIRED FOR 18 . PROVIDE AND INSTALL CONDUIT,CONDUCTORS.PULL WIPES.BOXES,COVER PLATES AND DEVICES MR ALL n W B. ME CONTACTOA SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS CONSTRUCTION.IF CONTRACTOR CANNOT OBTAIN A PERMIT.THEY MUST NOTIFY ME GENERAL CONTRACTOR OURE15 AS INDICATED. 2 RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. IYMEDATELY 19. TRENCHING AND SACKFILl:ME CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AO (p 9. IF ME SPECKED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,ME CONTRACTOR 34 THE CONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON A DAILY BASS. MD/OR CABLES INCLUDING EXCAVATION AND SACKFULING AND COMPAGDON.REFER TO GENERAL SITE O, OB7S SNARL PROPOSE AN AJ.TERNANVE INSTALLATION SPACE FOR APPROVAL BY ME ENGINEER PRIOR TO WORK NOTES. RON 35. INFORMATION SHOWN ON THESE DRAWINGS WAS.BANNED FROM SITE VISITS MD/OR DRAWINGS PROVIDED OS/30/25 PROCEED... BY ME SIX OMER.CONTIUCTORS SHALL NOTIFY ME ENGINEER OF ANY OLSCREPMCIES PRIOR TO 20. MATERIALS,PRODUCTS AND EQUIPMENT.INCLUDING ALL COMPONENTS THEREOF,SHALL BE NEW AND SNALL 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ME SAFETY OF WORN AREA ADJACENT AREAS ORDERING MATERIAL OR PROCEEDING WIN CONSTRUCTION. APPEAR ON ME LIST DF U.L APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENR OF ME ACID BUILDING OCCUPMM THAT ME LIKELY TO BE AfFEC1ED BY ME NOW.UNDER THIS CONTRACT.WORK NEC NEMA AND IEEE. pIAWII R: JC SHALL CONFORM TO ALL OSHA REQUIREMENTS MD ME LOLL JURSDICIRM. 21. CWNACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF APO'/ALL It. ME GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIWMES WITH OTHER LUNTING FITURES SWITCHES AND ALL OMER ELECTRICAL ITEMS TOR APPROVAL BY ME CONSTRUCTION CHECK[D BY: DER DISCIPLINES. MANAGER PRIOR TO INSTALLATION. 12. CONSMUCMOM SHALL BE DONE IN A WORKMANLIKE AMNER BY COMPETENT EXPERIENCED WORKWUR IN ELECTRICAL NOTES 22. ANY COMING OR PATCHING DEEMED NECESSARY MR ELECTRICAL WORK IS ME ELECTWA CONTRUI APPROVED BD ACCORDANCE WITH APPUGBLE CODES AND ME BEST ACCEPTED PRACTICE. RESPONSBILRY AND SNALL BE INLLUMED IN ME COST FOR NOW AND PERFORMED TO ME SATISFACTION I& WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES ME SCOPE OF 1. ME ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY/ALL ELECTRICAL WORK INDICATED.ANY/ALL OF ME'CONSTRUCTOR MANAGER'UPON TONAL ACCEPTANCE. PROTECT�. 50161650 WORK MR THIS PROJECT IS REPRESENTED BY DARK SHADED ONES 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 IYPEWRIIEN DIRECTORES. JOB/: 501803BI NODE!ME GENERAL CONIRACNfl OF ANY CXSTNG CONDITIONS RUT DEMOTE TROY ME DRAWINGS PRIOR ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WIN THESE REOURENENIS CONTRACTOR£MALL NOTIFY 24. DISCONNECT SWITCHES SHALL BE H.P.RATED HEAVY-DUTY,WICK-MAKE AND DUCK-BREW ENCLOSURES. _ TO BEGINNING CON5MUCNON. 'CONSTRUCTION MANWER'AS SOON M POSSIBLE AFTER ME DISCOVERY OF ME PROBLEM£AND SHALL AS REOUIRED BY EXPOSURE TYPE. 14. THE COMPACTOR SHALL PROVIDE WRITTEN NOTICE TO ME CONSTRUCTION MANAGER 48 HOURS PRIOR TO NOT PROCEED WITH 1WLT PORTION OF WORK UNTIL WE'CONSTRUGFON MANAGER'HAS DIRECTED ME 25. ALL CONNECTIONS EXCEPT ME EV CHARGE CABLE TERMINATION IN ME CHARGE POST SMALL BE WADE SUBMITTALS COMMENCEMENT OF WORK CO REV. DATE DESCRIPTION MR ACTIONS TO BE TAKEN. WI EN. TH A PROTECTIVE COAT M COATING OF ANTI-DIODE COMPOUND SUCH AS'NOALOX'BY IDEAL INDUSMAL INC.. I& ME CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS.CURBS LANDSCAPING AND COAT ALL WIRE SURFACES BEFORE CONNECTING.EXPOSED ALUMINUM k COPPER SURFACES.INCLUDING STRUCTURES.MY DAMAGED PART SMALL BE REPNRED AT CONTRACTOR'S EXPENSE I ME SATISFACTION 2. THE ELECTRICAL CONTRACTOR SHALL VSIT ME JOB SIX AND FAMILIARIZE THEMSELVES WITH MY/ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS TD ME GROUND BATI£SHAM BE MUTED-NO SUBSTITUiroNS. OF NE OWNER. CO TIO 26. ALL EXTERIOR AND INTERIOR ABOVE GROUND CONDUIT SHALL BE RIGID UNLESS SPECIFIED OTHERWSE.ALL COST THEREOF. M, CONDITION OF FED BY ELECTRICAL EQUIP.,LIGHT ME SUBMITTAL ETC. OF IS PART Of 16. ME CONTRACTOR SHNI,CONTACT UTILITY LOCATING$ERNCES PION.1D ME START OF CONSTRUCTION. BURIED CONWNS SHALL BE SCN 40 PVC.LESS SPECIFIED OTHERWISE. ] OS/JO/25 SUED FOR FINAL 17. ME GENERAL CONTRACTOR SHALL COORDINATE AND MAJNTAIN ACCESS FOR ALL TRADES AND CONTRACTORS ME FINAL SYSTEM,SHALL BE VENTED BY ME GONfRALTOR PRIOR 10 ME SUBMITTAL OF HIS BID.FAILURE 1O COMPLY WITH THIS PARAGRAPH WILL IN NO WAY BELIEVE CONTRACTOR OF PERFORMING ALL WORK 2). RACEWAY£CONCUR SMALL BE SCHEDULE 40 TING.MEETING OR E%CEEDING NENA I2-1990.ME 12/03/24 SUED FOR FINAL ME 9TE ANO/OR SHADING. NECESSARY FORA COMPLETE MO WORKING SYSTEM. CONTRACTOR SHALL RUG AND CAP EACH END OF SPARE AND EMPTY CONDU" AN D O PROVIDE M1 09/OS/N SSUEO FOR MAIL 18. ME GENERAL CONTRACTOR SHALL BE RESPONSIBLE TOR SECURITY OF ME SIRE FOR ME DURATION OF } ALL.WORN SHALL BE PERFORMED W ACCORDANCE WITH ME LATEST EDITION Of THE NEC AND M.I.CODES SEPARATE CULL STRINGS-20 l85 TEST PoLYCNYLLNE CORD.ALL CONDUIT BENDS$MALL BE A 0 07/1e/24 ISSUED TOR FIxAI CONSIRUGDON UNTIL JOB COMPLETION. AND LOCAL ORDINANCES OF ME LOCAL POWER COMPANIES HAVING JURSDICTUN AHD SHALL INCLUDE BUT YNTYUM OF 3 R.RATIOS.FIGS CONDUITS WHEN SPECIFIED,SHALL MEET UL-6 FOR GL 1.STELL. A 03/2fl/N ISSUED fIXH Bolt RENEW 19. ME GENERAL CONTRACTOR SMALL MNNMON IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL NOT BE UNITED MALL FITONGS SMALL BE SUITABLE FOR USE WITH MREABED RIGID CONDUIT.WAY ALL THREADS WITH REVISIONS.ADDENDA AND CHANGE ORDERS ON ME PREMISES AT ALL RYES A. UL-UNDERWRITERS LABORATORIES TRIM 2NC OR'GOLD GALS. 9RAMMD 20. ME CONTRACTOR SMALL PRTVROE PORTABLE FIRE f%TINGUSHERS WITH A RATING OF NOT LESS THAN B. NEG-NATIONAL ELECMIGL CODE 28, SUPPORT OF ALL ELECTRICAL WORK SINE BE AS REQUIRED BY NEC. NYPA-SOUTHOLD 2-AU10- AND SLAL BE WIN N 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE ME WORN C. NEw-NATIONAL ELECTRICAL MANUFACTURERS ASSOC. 29. CONNECTORS MR POWER CONDUCTORS:CONTRACTOR SMALL USE PRESSURE TYPE INSULATED 1WST-ON (SITE NUMBER:701192) IS BONG COMPLETED DURING CONSTRUCTION. D. OSHA-OCCUPATIONAL SAFETY AND HOLM AR CONNECTORS TOR NO.10 MIN.AND SMALLER.USE SOLDERLESS MECHANICAL TERMINAL LUGS-FOR N0.8 21. ALL EXISTING ACI VE SEVER WATER GAS.ELECTRIC.AND ONO UINIES SMALL BE PRNERED AT ALL AWG AND LARGER. E. SBC-STANDARD BUILDING VIDE 5"E ADDRESS OWE£AND WHERE REQUIRED MR ME PROPER EXECUTION OF ME WORK SHALL BE RELOCATED AS F. N -NATIONAL FIRE PROTECTION ASSOCIATION ]O. ME CONTRACTOR SHALL PLACE NO LEMONS OF RIMMING TAPE AT A DEPTH OF IT BELOW GROUND AND 54375 MAIN ROAD DIRECTED BY THE ENGINEER.EXTREME CAUTION SHOULD BE USED BY ME CONTRACTOR WHEN EXCAVATING 4. M NOT SCALE ELECTRICAL DRAWINGS.REFER TO SIZE PLANS AND E AYONS TOR EXACT LOCATIONS OF DIRECTLY ABOVE ELECTRICAL SERVICE CONDUITS.CAUTION TOE TO READ SOUTHOLD,NY 11971 OR DRILLING PIERS AROUND OR NEAR URUI`M ME CONDUCTOR SNALL PROVIDE SAFETY TRAINING FUR ALL EQUIPMENT,BUT CONFIRM WITH'CONSTRUCTION MANAGER'ANY SIZES AND LOCATIONS WHEN NEEDED. 'CAUTION BURIED ELECTRIC. THC WORKING CREW.THIS SHALL INCLUDE BUT NOT BE UNITED TO A)FALL PROTECTION,B)CON"NEO 5. EXISTING SERVICES:ME CONTRACTOR SHALL NOT INTERRUPT EXIS"NG SERVICES WRHOUf WRTEN 31• WHEN DIRECTIONAL BORING IS REWIRED.CONTRACTOR SHALL INSTALL A LOOSE TONING WIRE WITHIN SPACE C)ELECTRICAL SAFETY,AND D)MENCHING h EXCAVATION. PERNISSUN F THE OWNER. INSTALLED CONDUIT TO ALLOW FOR IDENTIFICATION OF UNDERGROUND CONDUITS. SHEET TIME O 6. THE CONTRACOR SHALL PAY TOR ANY/ALL PERMITS FEES.NSPECMONS AND TESTING.THE CONTRACTOR IS 32. ALL BOLT SHALL BE STAINLESS STEEL. GENERAL NOTES I TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO ME WORK BEGINNING OR ORDERING THE 33. ALL MATERIALS AND EOIPMENT SUPPLIED AND INSTALLED BY ME CONTRACTOR SHOULD BE NEW AND MUIPMENT. W.L.D. 7. ME TERM'PROVIOC USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATION£INDICAMES MAT ME STREET NUMBER WNMAGMR SHALL FURNISH AND INSTALL G 1-1 GENERAL SITE WORK NOTES GENERAL SITE WORK NOTES CONT. GENERAL SITE WORK NOTES CONT. PART 1-GENERAL PART 2-PRODUCTS(CONTINUED) a0 CLEARING,GRUBBING,SNIPPING.EROSION CONTROI,SURVEY.LAYOUT,SUBGRAGE PREPARATION AND FINISH 4. GRANULAR BEDDING-WELL-GRADED SARD MEETING THE GRADATION REQUIREMENT OF 1 TRENCH EXCAVATION: E electrify GRADING AS REOUIRED TO COMPLETE ME PROPOSED WORK SHOWN IN THESE PUNS. ASAP C 33 FINE AGGREGATE. A UTILITY TRENCHES SHALL BE EXCAVATED TO ME LINES AND GRADES SHOWN ON ME DRAWINGS OR america 1. REFERENCES: 5. CONTROIEED LOW SWI IN (CUM)MATERIAL(CM)-A SELF LEVELING AND SELF COMPACTING AS DIRECTED BY ME GENERAL CONTRACTOR.PROVIDE SHORING.SHEETING AND BRACING AS A D07 STATE DEPARTMENT OF TANSPORTATI FO ON STANDARD SPECIFICATIONS R HIGHWAY CEMENTITIOUS MATERIAL COMPOSED OF SAND.COARSE AGGREGATE CEMENT.FLY ASH WATER REQUIRED TO PREVENT CAVING OR SLOUGHING OF ME WENCH WALLS FIECTRIFYAMERICA.LLC ( B. EXTEND ME TRENCH WIDTH A YINIMUN OF 6 INCHES BEYOND ME OUTRIDE EDGE OF ME 200]EDMUND HALLEA DRIVE.SUITE 200 CONSTRUCTION-CURRENT EDITION). AND ADMIXTURES.CLSM SHALL BE EXCAVATABLE AND SHALL HAVE A DESIGNED UNCONFINED RESTON. A191 COMPRESSME STRENGTH OF BETWEEN 50 TO 100 PSI. OUTERMOST CONDUIT. B. AA—(AMERICAN ASSOLIATON OF STALE HIGHWAY AND TRANSPORTATION OFFICIALS) 6. BACHn L-PRODUCTS MEETING THE REQUIREMENTS OF SUITABLE MATERIAL GRANULAR BEDDING, L. WHEN SOFT YIELDING.OR OWERWISE UNSTABLE SOIL CONDITIONS ARE ENCOUNTERED.EXCAVATE C. MIN(AMERICAN SOCIETY FOR TESTING AND MATERULS). GRANULAR BACItSILL OR CLSM. ME REQUIRED WENCH TO A DEPTH OF NO LESS MAN 12 INCHES BELOW ME REQUIRED ClearBlue D. OSHA(OCCUPATION SAFETY AND HEALTH ADMINISTRATION). J. TOPSOIL-SOIL WIN AN DRGANIC CONTENT SUFFICIENT TO ALLOW VEGETARI GROWN. ELEVATION.MEN BACKFILL WITH 12'OF GRANULAR BEDDING WTERIAL. }j5 2. INSPECTION AND TESTING: PART 3-EXEGUDDN 4. TRENCH BACKFiLL A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SNALL BE PERFORMED BY AN 1, GENERAL A. PROVIDE GRANULAR BEDDING MATERIAL OR ROWABLE SILL IN ACCORDANCE WIN THE DRAWINGS INDEPENDENT TESTING THIS WORK IS TO BE COORDINATED BY ME GENERAL CONTRACTOR. A BEFORE STMI NG GENERAL SITE PREPARATION ACTIVITIES INSTALL EROSION AND SEDIMENT AND ME UTILITY REQUIREMENTS, I) DewberryB SP B. ALL WORK SHALL BE INSPECTED AND VERIFIED FOR CONFORMANCE AND RELEASED BY THE ENGINEER CONTROL MEASURES.NE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH B. NOTIFY ME GENERAL CONWACTDR 24 HOURS IN ADVANCE OF RACKFILLING. WHO SNAG.CARRY OUT ME GENERAL INSPECTION OF ME WORK WIN SPECIFIC CONCERN TO PROPER CONDITION MAT IN ME EVENT OF RAIN ME SIZE WILL BE DRAINED AT ALL TIMES. C. CONDUCT UTILITY CHECK TESTS BEFORE 9ACKFI LING.BACKSILL AND COMPACT WENCH BEFORE PERFORMANCE OF THE WORK AS SPECIFIED AND/OR CALLED FOR ON NE DRAWINGS.IT IS NE B. BEFORE ALL SURVEY,LAYOUT,STAKING,AND MARKING.ESTABLISH AND MAINTAIN.ALL LINES GRADES ACCEPTANCE TESTING. Dewberry Engineers SuMMERRAREFY ELEVATIONS AND BENGIUARKS NEEDED FOR EXECUTION or ME WORK.CONDUCT UTILITY LOCATE IN D. PUCE GRANULAR WENCH MMIL.UNIFORMLY ON BON SIDES OF ME CONDUITS IN 6-INCH BUREJW GENERAL CORESPONSIBILITYTIM ACTOR(S)flESN5IBILITY TO REOUFST ELY INSPECTIONS PRIOR TO PROCEEDING ACCOgDANCE WIN CALL ME ONE- NOTIFICATION UNCOMPACTED UFW UNTIL 12 INCHES OVER ME CONDUITS,SOLIDLY RAM MID TAMP BACKFILL MTO BOSTON.MA 01110 WIN TURN M ER nORN AT WOULD NAME PARTS OF WORK INACCESS PHON E:01T.0 00 - BLF OR DIFFICULT TO INSPECT. C. CLEAR AND GRUB ME AREA WITHIN ME LIMAS OF ME SITE.REMOVE TREES,BRUSH,STOMPS. SPACE AROUND CONDUITS. FML61).695JD10 RUBBISH AND OTHER DEBRIS AND VEGETATION RESTING ON OR PROTRUDING THROUGH ME E. PROTECT CONDUIT FROM LATERAL MOVEMENT,IMPACT DAMAGE OR UNBALANCED LOADING. 3. SITE MAINTENANCE AND PROTECTION: SURFACE OF ME SIZE AREA TO BE CLEARED. F. ABOVE NE CONDUIT EMBEDMENT ZONE PULE AND COMPACT SATISFACTORY BACKFiLL YATEROLL IN A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL COMPLETION D. REMOVE ME FOLLOWING MATERIALS TO A DUN OF NO LESS MAN 12 INCHES BELOW ME B-INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE WE REQUIRED FINISHED SURFACE GRADE. OF ME CONTTRACT, ORIGINAL GROUND SURFACE:ROOTS STOMPS,AMID OTHER DEBRIS,BRUSH,AND REFUSE EMBEDDED G. COMPACT FINAL MENCH BAGKFILL TO A DENSITY EQUAL TO OR GREATER MAN TUT OF ME "OF Hr B. AVOID DAMAGE TO ME SITE AND TO EXISTING FACILITIES,STRUCTURES WEE4 AND SHRUBS IN OR PROTRUDING THROUGH ME GROUND SURFACE RAKE DISK OR PLOW ME AREA TO A DEPTHEESTNG UNDSTMBEO MATERIAL IMMEOUTELT ADJACENT TO ME WENCH. •�P Y1,JUST DESIGNATED TO REMAIN.TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES WAY ARE NOT OF NO LESS THAN 6 INCHES AND REMOVE TO A DEPTH OF 12 INCHES ALL ROOTS AND OTHER y DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY ME WORK. DEBRIS THEREBY EXPOSED. 5. FINISH GRADING: C. KEEP SITE FREE OF ALL PONOING WATER. E. REMOVE TOPSOIL MATERIAL COMPLETELY ROM ME SURFACE UNTIL ME SOIL NO LONGER MEETS A PERFORM ALL GRADING TO PROVIDE POSNVE DRAINAGE AWAY FROM STRUCTURES AND SMOOTH, n .�0. LL D. PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE GOT,LOCAL PENMITTING AGENCY ME DEFINITION OF TOPSOIL AVOID MGONG TOPSOIL YATH SUBSOIL OR OTHER UNDESRABLE EVEN SURFACE DRAINAGE OF ME ENTIRE AREA WITHIN THE UM TS OF CONSTRUCTION.GRADING �L '.'e'.: 2 AND EPA HEOUIREVENTS. MATERIALS SUFFICIENT TOPSOIL MAY BE STOCKPILED ON SITE FOR USE DURING FINAL SITE SHALL BE COMPATIBLE WIN ALL SURROUNDING TOPOGRAPHY AND STRUCMRES. AD F! E. PROVIDE AND MANTAIH ALL TEMPORARY FENCING BARRICADES.WARNING SIGNALS AND SIMILAR GRADING B. UTUZE SATISFACTORY FILL MATERIAL RESULTING FROM ME EXCAVATION WORK IN ME O GB25 .yYO� DEVICES NECESSARY TO PROTECT AGAINST HEFT FROM PROPERTY DURING WE ENTIRE PERIOD OF F. EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED.FILL DEPRESSIONS RESULTING ROM CONSTRUCTION OF SILLS,EMBANKMENTS AND FUR REPLACEMENT OF REMOVED UNSUITABLE 10NA CONSTRUCTION.REMOVE ALL SUCH DEVICES UPON COMPLETION OF ME WORK. CLEARING,GRUBBING AND DEMOLITION WORK COMPLETELY WIN SUITABLE MATERIAL MATERIALS, 05/30/25 F. EXISTING UTLNES:DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY ME 0, REMOVE FROM ME SITE AND DISPOSE M AN AUTHORIZED LAMDFlLL ALL DEBRIS RESULTING FROM C. REPAIR ALL ACCESS ROADS AND SURROUNDING AREAS USED DURING ME COURSE OF THIS WORK OWNER OR OTHERS EXCEPT WHEN PERMITTED IN WRITING BY ME CONSTRUCTION MANAGER AND MEN CLEARING AND GRUBBING OPERATIONS.BURNING WILL NOT BE PERMITTED. TO THEIR ORIGINAL CONDITION. DRAWN BY. JQ ONLY AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. N. PRIOR TO EXCAVATING.THOROUGHLY EXAMINE ME AREA TO BE EXCAVATED AND/OR MENCHED TO G. PROVIDE A MINIMUM 48-HOUR NOTICE TO ME CONSTRUCTION MANAGER AND RECEIVE WRITTEN NOTICE VERIFY ME LOCATIONS OF FUTURES INDICATED ON ME DRAWINGS AND TO ASCERTAIN ME 6. ASPHALT PAVING ROAD: L.—EG BY: OER TO PROCEED BEFORE INTERRUPTING ANY UTIUTY SERVICE EXISTENCE AND LOCATION OF ANY SMUCTURE UNDERGROUND STRUCTURE OR OTHER ITEM NOT A. CONTRACTOR RESPONSIBLE FOR RE-SWIPING AND APPLYING SEAL COATING,UNLESS OTHERWISE H. SOD PLANTED IN ME FALL MUST ESTABLISH ITS ROOTS BEFORE ME FIRST WINTER FROST.DETERMINE SHOWN THAT MIGHT INTERFERE WIN ME PROPOSED CONSTRUCTION.NOTFY ME CONSTRUCTION B. STATE XXX STANDARD SPECIFICATION. APPROVED BT: WHEN ME FIRST FROST USUALLY OCCURS AND PUNT ME SOD NO LATER MAN ONE MONTH BEFORE MANAGER OF ANY OBSTRUCTIONS TUT WILL PREVENT ACOOMPLSHNENT OF ME WORK AS ME FIRST MOST.IF ME CONSTRUCTION IS FINISHW LATER MAN ONE MONTH BEFORE ME FIRST PROTECT INDICATES)ON ME DRAWINGS. J. STAGING: FROST.USE STRAW UNTIL SDD CAN BE INSTALLED. I FO SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE R BACKFILL ALL EXCESS K. ME GENERAL CONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS A WORK/STAGING AREA TO BE CONFIRMED AT PRE-CONSTRUCTION SITE MEETING AND SURROUNDED EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFT-BITE IN A LEGAL WARNER. RUBBISH McRI5,STUMPS STICKS AND STONES. BY TEMPORARY PENCE(SEE DETAL BELOW)DURING CONSTRUCTION. J. DURING EXCAVATION.ME CONTRACTOR SHALL PROVIDE SHORING,SHEETING,AND BRACING AS SUBMITTALS L NE GENERAL CONTRACTOR SWILL REMOVE ALL(RASH DEBRIS TROY ME SffE ON A DAILY MIS. REQUIRED D TO TO PREVENT LAVING OR SLOUGHING OF EXCAVATION. B. POSSIBLE LOGATON FOR TEMPORARY DRIVE AISLE CLOSURE WRING CONSTRUCTION.M. CONTRACTOR TO TAKE NECESSARY PRECAUTIONSTIMES. TD PROTECT EES VEGETATION AND HOOT SYSTEMS C. CONTRACTOR TO PROVIDE TEMPORARY SIGNS TO DIRECT TRAFFIC ROW. REV. GATEOMRIPTION DURING CONSTRUCTION. 2. BACKFILL: D. SHORT TERM FENCING TO BE PROVIDED OMIDE 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 ME RELATED STRUCTURE INCLUDING LEFT OVER NIGHT OR UNATTENDED. ETECNIFT..I- EXPIRATION OF ME SPECIFIED MINIMUM CURING PERIOD FOR CAST-IN-PUCE CONCRETE BACKFILL E. TEMPORARY TENCE SHALL BE CLOSED AND LOCKED AT ALL TIMES. IF GATE MUST BE OPEN FOR ME EXCAVATION WIN APPROVED MATERIAL TO RESTORE ME REQUIRED FINISHED GRADE. NOVING EQUIPMENT OR MATERIALS A SPoTTER SHALL BE PROVIDED TO TO PREVENT UNAUTHORIZED 3 05/30/25 ISSUED FOR FINAL PART 2-PRODUCTS B. PRIOR TO PLACING BACKHLL AROUND STRUCTURES ALL FORMS SHALL BE REMOVED AND ME ENTRY. 11/03/24 ISSUED FOR FARM 1. SUITABLE MATERIAL-SUITABLE MATERIAL ARE USED FOR GRADING AND BACKFlLL.SUITABLE EXCAVATION LIFANED OF ALL BRASH,DEBRIS AND UNSIIRARLE NAWAULS. F. NO EQUIPMENT OR MATERIALS SHALL BE STORED ONSIDE THE TENPoRART FENCE FUR ANY 1 09/0/24 55UC0 FOR FINAL MATERIALS ARE ON SITE SOILS REMOVED FROM EXGVAONS MAT EXCLUDE FROZEN SOIL ROOTS OR C. DO NOT PLACE FROZEN MATERIAL IN AS BACKFILL. AMOUNT OF TIME. O OJ/16/24 ISSUED FOR FINAL ORGANIC MATERIAL,DEBRIS,TRASH.REFUSE OR PARTICLES SIZE GREATE TH R AN 3-INCH.SUITABLE SOILS D. PLACE BACORU.MATERIAL OR SELECT GRANULAR BACNFlLL MATERIAL WHEN REQUIRED IN UNIFORM ENDURO SHADE GLOM BY 0]/10/24 ISSUED FOR 90X REWEW HENDEE ENTERPRISES,INC, HAVE Y015MRE CONTENTS WAY ALLOW THEN TO BE COMPACTED M ME SINE DENSITY AS ME NAIVE HORIZONTAL LAYERS OF NO GREATER MAN 8-INCHES LOOSE THICKNESS AND COMPACT TO ME (OR EQUAL) TOP RAIL 1.68 IN OD,2.2) SOILS. SAME DENSITY AS NAIVE SOIL WHERE HAND OPERATED COMPACTORS ARE USED,THE FILL ND,9 GAGE 0.148'3 0.00' TELL-BOO-2]t-J2) FINISHED SIZE GALVAW12ED (FASTEN TO INTERIOR SIDE LB/FT GALVANIZED STEEL 4TE NAME: 2. UxSUITABLE MATERIAL-SOBS THAT ARE FROZEN,CONTAIN ROADS OR ORGANIC MATERIAL DEBRIS.TRASH MATERIAL SHALL BE PLACED IN LIFR NOT TO EXCEED 4 INCHES IN LOOSE DEPN AND COMPACTED. STEEL WIRES.2-MESH,TOP OF FENCE.DO NOT FASTEN PIPE(ttP) REFUSE OR PARTICLES SIZES GREATER MAN]-INCH.SOILS MAT ARE TOO WET OR TDO DRY M BE AND BOTTOM SELVAGE$ TO BOTTOM RAIL OF FENCE.) NYPA-SOUTHOLD E. WHENEVER TESTING INDICATES TUT THE CONTRACTOR HAS NOT OBTAINED ME SPECIFIED DENSITY. TMSTED AND BARBED POST E90 IN OD,2.T COMPACTED TO ME SAME DENSITY AS ME NATIVE SOILS ARE UNSUITABLE ME SUCCEEDING LAYER SHALL NOT BE PLACED UNTIL ME REOUIREMENW ARE MET UNLESS CONFORMING TO ASAP A39Z LB/FT GALVANIZED STEEL (SITE NUMBER:701192) M81,F668,OR i5)3 PIPE(TYP) 3. GRANULAR BACKFILL-SHALL MEET ME FOLLOWING GRADATION OTHERWISE AUTHORIZED BY ME MNSWUCTON MANAGER.ME CONTRACTOR SHALL TAKE WHATEVER - SITE ApOftESS APPROPRIATE ACTION IS NECESSARY,SUCH AS DRYING.ADDING WATER,OR INCREASING THE ,COMPALTVE EFFORT TO MEET ME COMPACTION REOUIREMENW. S54375 MAIN ROAD OUTHOLD.NY 11971 b SIEVE SIZE TOTAL PERCENT PASSING 1 1/2 INCH(3).5 SUM) 1. .{ B11EEF THE N0,4(1,J6 MM) 30 TO 60 .L NO ZOO(0.075 MU) 3 TO 15 GENERAL NOTES II PROVIDE WEIGHTED TEMPORARY ASPNALTPAVIN FENCE ANCHORS FROM START (TYP ) SHEET NUNBF/l TRAFFIC PRODUCT CODE 121W OR ENGINEER APPROVED EQUAL.TEL• G N—2 (BBB)6U)-9683 TEMPORARY FENCE DETAIL NO SCALE REINFORCED CONCRETE NOTES CONCRETE SIDEWALK CONSTRUCTION REQUIREMENTS POST-INSTALLED ANCHORS REINFORCED CONCRETE NOTES 1. PUGNG.0 FINISHING CONCRETE POST-INSTALLED ANCHORS: THE CONTRACTOR SHALL PRQVIUE ADEOUATE TOOLS AND EQUIPMENT TO PRODUCE QUALITY WORKMANSHIP d electrify 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE : AGINTS SHALL CONFORM TO THE LATESTRUCIU 1. EXCEPT WHERE INDICATED ON THE ORAMHGS POST-INSTALLED ANCHORS IN SHALL CONSIST OF america GO CR OF THC FOLLOWING APPLICABLE CODES: DE EQ RE E NTICAMR FOR STRUCTURAL IN MS NC AHD SURFACE WNCREIE NE SIDEWALK AND RAMPS SMALL BE FACEHED TOE S TOP E ME THE FOLLOWING ANCHOR TYPES REPORT APPROVED EQUAL AND INSTALLED N ACCORDANCE WITH WNCREM FOR BNLONGS';AG 318'BUILDING CODE REQUIREMENTS FUP REINFORCED FORMS AND THE SURFACE FINISHED WITH A WOOD OR STEEL FLOAT AND SURFACE IEKTURE SHALL BE A THEIR CTIoHs TIVC ICL-ES REPORT AND MANUFACTURER'S POBLISNEO INSTALLATION CONCRETE'. INSTRUCTIONS(MPU): ftECN N H.UVI DRNE.LC COURSE BROOM FINISH T-LITTLE. RSE TO THE SLOPE OF THE SIDEWALK OR RAMP.NO'PLASTERING'OF NE 20N EOAUNGMALLEYDRIVE SUITE 2C0 2. DO NOT USE DESIGN SHALL CONCRETE OR ADD WATER TO REEDY-MIX RIOTS 10 AT ME JOB SURFACE SWELL BE PERMITTED. RESTON.VA 2D191 SITE YIX DESGN SHALL BE APPROVED BY OWNER'S REPRESENTATNE PRIOR TO PLACING APPLICATION ANCHORING SYSMY ICC-ES REPORT CONCRETE 3. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL 2. CONIRACTION JOINTS ANCHORAGE 10 CONCRETE HILTI HY 200 V3 ADHESIVE W SAFE SET ESR-IBBB NAVE 40NO SMENON AT 28 DAYS.NON-AIR ENTRAINED CONCRETE TO BE USED ONLY HOLLOW DRILL BIT INSTALLATION WHEN LOCATION OF SITE IS CONFIRMED TO BE OUTSIDE FREEZE-THAW REGION.CONTRACTOR TO THE SIDEWALK SURFACE SHALL BE YAKKED OFF INTO NOMINAL SQUARES OF DIMENSION ClearBlue W RM WITH ENGINEER PRIOR TO CONSTRUCTION.ALL CONCRETE WORK SHALL BE DONE IN TO ME WIDTN OF ME SIDEWALK WITH A MAIOMUY DISTANCE BETWEEN JOINTS OF SEVEN FEET SAWING HOLY RE SRO V3 ADHESIVE•SAFE SET ESR-]811 ACCORDANCE WON AG 318 CODE REOUIREMEMS. HOLLOW DRILL BR INSTALLATION x Ply JOINTS.NE CONTRACTOR SHALL BEGIN AS SOON AS THE CONCRETE HARDENS SUFFICIENTLY l0 PREVENT 1. MAA UM AGGREGATE SIZE SHALL BE 3/1'. EXCESSIVE RAVEUNG ALONG ME SAW CUT AND SHALL FINISH BEFORE CONDITIONS INDUCE UNCONTROLLED HILT KWIK-X DUAL ACTION ANCHOR ESR-SOBS 5. ME FOLLDWNG MATERIALS SHALL BE USED: CRACKS REGARDLESS OF ME TIME OR WEATHER. INLTI KWIK BOLT TL 2 ESR-1265 PORTWID CEMENT: AS C ISO,TYPE I HILTI KWIK NUS EZ CSR-3027 Dewberry® REIHFORCEYEM: ASTY A 615.GRADE W 1 JOI EXPANSION NTS REBAR DOWELING WILD RE SOO V3 ADHESIVE SAFE SET ESR-3811 NORMAL WEIGHT AGGREGATE ASTM C y EXPANSION JOUfiS SHALL BE CONSTRUCTED AT LOCATIONS WHERE THE SIDEWALK ABUTS EASYNG HOLLOW DRILL BIT INSTALLATION Dewberry Engineers Inc, WATER: DBNNABUE 995UMMEP STREET KY0LT11RES, NON-CHLORIDE WNTANING GONGLEIE CURBS DRIVEWAYS AND SIMILAR STRUCTURES AND EVERY TWO NUHOREO FIFTY FEET AND AS BURETDO SHOWN ON APPROVED PLANS.EXPANSION JOINTS SHALL BE FORMED WITH ONE-HALF. MLR NY 2W VS ADHESIVE W SAFE SET ESR-IB68 BOSTON.MA02110 6. REINFORCING DETA65 SNALL IN BE IN ACWRDAiCE W METAUNC MANUAL-2001 PUBUCATTON HOLLOW DRIL BIT NSTAWTION PHONE:61R6RS.N00 EP-66'AND'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE',ACT-318-00. FAA 617.699J310 ANCHORAGE 10 SOLID WILY M 270 ADHESIVE ESR-1IIJ 7. REMMRCING STEM SHAL CONFORM TO ASN A 615.GRADE 60.DEFORMED UNLESS NOTED GROUTED MASONRY OMERMSE WELDED WIRE FABRIC SHALL CONFORM TO ASTY A 1BS WELDED STEM WIRE FABRIC HILTI KWIK BOLT TZ 2 ESR-1561 UNLESS NOTED OTHERWISEE,SPLICES SHALL BE CUSS'B':ALL HOOKS SHALL BE STANDARD. LINO. GROUNDING NOTES NILR KWIX HUS EZ ESR-3027 8. ME FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL ANCHORAGE TO HOLLOW/ HILTS HY 270 ADHESIVE WITH SCREEN TUBE ESR-1111 UNLESS SHOWN OTHERWISE ON DRAWINGS MULTI-AMINE MASONRY ESR-/111 �A,P O YT•LIUST �.fF 1. COAT ALL SURFACES MM AN ANTI-OMDANT COMPOUND BEFORE MATING. C9 CONCRETE CAST AGAINST EARN: 3 N. CONCRETE EKPOSED TO EARN OR WEATHER: /6 AND LARGER 2 IN. 2. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON ME TECHNICAL DATA PUBLISHED BY 2. MR GROUND BOND TO SMEL ONLY:INSERT A CADMNM FLAT WASHER BETWEEN LUG AND STELL COAT HILTI OR SUCH ONER METHOD AS APPROVED BY ME STRUCTURAL ENGINEER OF RECORD. 0 S5 AND SMALLER h WWF 1-1/2 ALL SURFACES WIN AN ANY-OADANT COMPOUND BEFORE MATING. SUBSTITUTION REQUESTS MR ALTERNATE PRODUCTS MUST BE APPROVED IN WRING BY ME IN. STRUCTURAL ENGINEER OF RECORD PRIOR TO USE.CONTRACTOR SHALL PROVIDE CALCUTATIONS Z a DEMONSTRATING THAT ME SUBSTITUTED PRODUCT IS CAPABLE Of ACHIEWNG THE PERFORMANCE FQ t+,� CONCRETE NOT EXPOSED GA E OR STAB AND WALL ]/1 IN. 3. ENSURE ME WIPE INSULATION TERMINATION IS WITHIN T/e'OF ME BARREL(NO SHINERS). VALUES OF ME SPECOTED PRODUCT IN BON DRY AND WATER SATURATED CONCRETE - q BTS v� WEATHER OR NOT CASs AGAINSSTT ME GROUND: REALMS AND COLUMNS 1-1/2 INCLUDING AN ACC-ES REPORT SHOWING COMPLIANCE WIN ME RELEVANT BUILDING CODE TONAL IRA SEISMIC USE LOAD RESISTANCE INSTALLATION CATEGORY,IN-SERVICE TEMPERATURE 05130125 9. A CHAMFER 3/1'SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE IN ACCORDANCE 1, ALL BELOW GRADE BONDS TO BE EXOTHERMIC WELDS OR IRREVERSIBLE COMPRESSION-TYPE CONNECTIONS INSTALLATION TEMPERATURE ETC. WITH AG OUI SECTION 1.2.4. LISTED TOR USE IN ME APPLICATION WHICH THEY ARE INSTALLED. 3. DRILL HOLES WIN ROTARY IMPACT HAMMER DRILLS USING CARBIDE-TIPPED DRILL BIT.OR 10.INSTAUiION OF CONCRETE ANCHOR SHALL BE PER MANUFACTURERS WRITTEN RECOMMENDEDHOLLOW DRILL BIT WIN INTEGRAL VACUUM CLEAN AS PERMITTED BY ICC-ESR.USE OF DIAMOND CORE BIT YWM ROUGHENING TDOL SHALL BE PERMITTED AFTER ENGINEERS OF RECORD PROCWUNE.NO ANCHOR..IT.DOWEL OR ROD SHALL WNFDRM TO MANITACTI APPROVAL UNLESS OTHERWISE SHOWN ON ME DRAWINGS ALL HOLES MUST BE DRRLM RECOYMENDATTIN FOR EMBEDMENT DUN OR AS SHOWN ON ME DRAWINGS.NO PEBAR SHALL PERPENDICULAR TO ME CONCRETE SURFACE CNEGIED BY: Dot BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE 11.GORING COMPOUNDS SHALL CONFORM TO ASN C-309. 1. 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 B•: 12.ADYIINIM SHALL CONFORM TO TM APPROPRIATE ASTY STAKOARD AS REFERENCED IN ADHESIVE ANCHOR INSTALLER. INSTALLER SNAIL BE CERTIFIED THROUGH ME ACl/CR51 �_301 ADHESIVE ANCHOR NNSTALLEII CERTIFICATION PROGRAM OR APPROVED EQUAL PROJER F: SN6565B 13.DO NOT WELD OR TACKWELD RUNFORCING STEEL S. CONIRACYIR SHALL ARRANGE AN ANCHOR MANUFACTURER'S REPRESENTATME TO PROVIDE - ON-SITE ANCHOR INSTALLATION TRAINING FOR ALL OF THEIR ANCHORING PRODUCTS SPECIFIED. ,IOB�: 50180381 14.ALL DOWELS,ANCHOR BDLTS,EMBEDDED SMEL ELECTRICAL CONDUIM PIPE SLEEKS.GROUNDS CONTRACTOR SHALL SUBMIT DOCUMENTED CONFIRMATION THAT AL OF ME CONTRACTOR'S AND ALL ONO EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF PERSONNEL INSTALLING ANCHORS HAVE RECEIVED ME REOUIREU TRAINING PRIOR M ME CONCRETE PLACEMENT. COMMENCEMENT OF WORK. SUBMITTALS 1S LOCATE ADDITIONAL EXPANSION JOINTS REOUIRED TO FACILITATE CONSTRUCTION AS ACCEPTABLE 6. ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY REV. DAM DESCRRTION TO.ENGINEER.PUCE REINFORCEMENT CONTINUOUSLY THROUGH JOINT. OF ANCHORS TO EDGE OF CONCRETE. INSTALL ANCHORS IN ACCORDANCE WTIN SPACING AND EDGE CLEARANCES INDICATED ON ME DRAWINGS. 16.REINFORCEMENT SHALL BE COLD BENT WHENEVER BENDING IS REOUNED. 7. CONTINUOUS 00.PERIODIC SPECIAL INSPECTION FOR POST INSTALLED ANCHORS SHALL BE 11.PIKE CONCRETE IN A UPD.RM MANNCR TO PREVENT ME FORMATION OF COLD JOINTS AND PERFORMED IN ACCORDANCE WIN SECTION 4.3/I.4 OF ME ICC-ES REPORT FOR ME OTHER PLANES OF WEAKNESS.VIBRATE ME CONCBEM TO FULLY EMBED RENWRGNG.GO NOT INDMDWIL ANCHOR.SPECIAL INSPECTOR SHALL BE NOTIRED PRIOR TO COMMENCEMENT OF USE VIBRATORS TO TRANSPORT CONCRETE THROUGH CHUTES OR FORMWORK. WORX TO COORDINATE INSPECTION EFFORTS, 3 05/30/25 MSUE0 TOR FIML 18.GO NOT PUCE CONCRETE IN WATER ICE OR ON FROZEN GROUND. B. POST INSTALLED ADHESIVE ANCHORS ARE NOT PEMO TO BE IN ST 2 12/03/24 ISSUED MR FINIAL TALLIED IN YOMAR JOINTS. 09/03/21 19.DO NM ALLOW CONCRETE SUBBASE TO FREEZE DURING CONCRETE CURINGINC AND SETTING ALL ANCHORS 10 BE INSTALLED WITHIN ME FACE E OF MASONRY UNIT. 1 ISSUED TOR FINAL 0 07/16/24 RSU[D FOR RIYL PERI00 OR MR A MINIMUM OF II DAYS ALTER PLACEMENT. 9, CONTACTOR SNALL VERIFY EXISTING SLAB RENFORCEMENT WIN GPR PRIOR TO DRILUNG. A 03/20/21 65UE0 Fdi 90I REVIEW 20.MAINTAIN TEMPERATURE OF CAST IN PUCE CONCRETE BETWEEN SO DEGREES AND N DEGREES MAINTAIN AT LEAST IT GAP BETWEEN ANCHORS AND EASRNO REINMRCEYEM AND MINIMUM 37 FAHRENN UE FOR ODES A CARER AND HOT-WEATHER CONCRETE PLACEMENT.RNALS CONFORM TO BETWEEN ANCHORS AND CASTING PRESTRESSING TENDONS. APPLICABLE AC WOES AND C.SHALL NOT BE.IN EWER EASE MAIERYLS WMAROM CNWRIOE CAUCIUY,SALTS ETC.SHALL NOT BE USED.PROTEQT FRESH WNCREM FROM 9MNA1JE REAMER FOR T DAYS INNIMILM. NYPA-SOUTHOLD 21.UNLESS NOICAMD OTHERWISE ON ME DRAWINGS REINFORCEMENT SPLICES SHALL MEET CLASS (SITE NUMBER:701192) B.TENSION LAP REQUIREMENTS IN AC ORDANCE WITH ALL PROVISIONS OF ACI 318 LATEST ED MN.UNLESS NOTED OTHERWISE. 22.PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT RENFORCING. 54375 MAIN ROAD SOUTHOLD,NY 11971 SHEET WILE GENERAL NOTES III SHEET NUMBER GN-3 LEGEND ;:.r electrify APPROYIYATE PROPERtt LINE america AD.pwER me AROUU D ND Ezis11ND 1111 UnEs ---------- FABEYENi ELKIR6Y AEV:RICA,.S g00]EDrn RE]TON`LVAg0191 SEY URE MD UNDERGROUND ELECTRIC R5 N1t j / •(� f i I __.. _-_ UNDERGROUND WATER uNDERCRouNo srowu wATCLr z a GRATE INLET \N �.AZ�� c B HFEi UGNT S Dewberry® c�jf <ry W- h a r••,ry wATER vavE E.i.tinq uee j/, , •✓ \� \O\ P `,ppy - LD ELECTRIC ouiu mEnA Dewberry Engineers Inc. -�• �� ���� / •S 5 i1\\\n A�y W SUMMER STREET (IID.) Bo Ts o-mlln M\ `l� PHONf:el I.6953000 F.i.tirp sign (ryDJ ��• T \ ,rx aro-mccv aim A. �' T1 . •.� rti[r_ .taco ,.e,e.rr.:a..9 \`��\ or r'.r q N.— pF NSW uuun uw(YP) •R'..Ir'.'`. .% \\ / ADgro.imole Location OI \`Y"/ ` n , \ ou Fiielinq U,Mergr.VM Weler ` . f � C 4y•/ \\\ ..:; / \\ �q / Line(Tye.) •� \%✓' \� _ \\ / PRDPOSED PR1—111mcmuND `Li' J - \\2. VV 4. I\\2` Po¢<Dr unuM CONDUITS ROUTEo mou PPoPoSm \ c' p F uTlt�Y POL£ro PROPosm \,\ \;; \ E.ieEup Lonpele EII—FORUER APPROL 80 %% ,`n�^ra•, E �' __4------- ( In M � 05I30/25 �\,� arD.) 11Di+P r - aR c13 \\d \ �A\ �L.t, \ ` PPoPoSEO]-PHAS E\r \`Ak - `•`,,., (T.) \ (e1Y4-18')U 'I PE sPUCE 80 `��. ,�•{ A a \ DFANrI�'. \ (Psm CSE 8159 OR� APPROVm EQUAL) / � ?� \ \ Appr to L—U-DI APPROVED 0<: NJ \ Exi.tirp Storm Water Line •"' I 'f''r e ApOro.Orwle I—wI n Of\ e). E.ieleq UUGty (TYDJ ....Fryer; / E.i.liry UMergrourw \ Pole(TYPJ PROJFOT/: ]01E56S8 Ekclrie Line(T") .1 (TO BE PROTECTED) E.-,,Ugnt�\ SUBMITTALS Peet ITyDJ /' L Try \ \\ REV. 0 OEGCRIP110N u/o]/xe '-ED FOR r1RAL \ 1 011/03/24 -JED FOR FlNAL \ � o m/1a/xe rszufo roR nuu � \] A O]/q0/b ISSUCO rOR q0A REVIfw NYPA-SOUTHOLD Fw...nc nou,-9.ao;nr.rNn \ / (SITE NUMBER:701192) 54375 MAIN ROAD \ SOUTHOLD•NY 11971 OVERALL SITE PLAN SHEET TALE slide AL FOR SITE 1 \ Appre.Imam L«DR9n or� �'/ OVERALL SITE PLAN I••10'rOR qZ".N \ E.iaDry Reeerty Lira(T,) \ ® \ \ / SHEET NUMBER /�� C-1 Eai DEMO QUANTITIES TABLE atinq Cacr.b Si6eeph(TyDJ electrify ASPHALT 6A0 SO R V, � / america _ PARNINC LINES GRINDING x.�I`): e' f HKIRI%AMERX:A,LLC i\ � CURB N/A 200]EOMUNO HALLEY ORnE 9URE 200 )„y t'll� � � RE910N.VA]f1191 N/A CONCRETE SIDE WAIN 12 50 FT t/_ FE 1 1/�EalligTree(ryp.) lue(TD BE vROIECTED DURING CONSTRUCTION) NOTES .,a::... r •�, �\/q' / / \ �� E.i U. UtiBly S 1. THE LONNULTOR SHALL RETURN SUMXIAL UNDSCAPING. Q Dewberry® PIANMRS.IRRIGATION SYSTEMS AND ANY OTHER FACILITIES OISTUR8E0 BY THE WORK TO THE SAME OR BETTER CONDITION THAN EXISTED PRIOR N THE CONYENCEYENT OF THE woflK. Dewberry'Engineers Inc.. 2 QUANTITIES LISTED IN DEMOLITION PUN SHEET ARE ONLY SUITE . ALL BEFORE BIDDING. PHONF THE CONIIGCTOfl SHALL VERILY ALL OVANInIES BomN.mmilo Ii.695.NOD ]. TRENCHING IB TO BE OE RS EXCEPT .iRAFnC AREAS,MAIN DRIVE AISLES AND ACROSS STORE ENTRANCE. APPROXIMATE LOCATION OF EXISTING PROPERTY LINE 11>5 \d05/30125 ION GR—BY L CHECxED BT DER APpfloVEo en HJ 41, Striping \�\ �, \ \\ (TO BE PEMI—D By SUBMITTALS GFUNDWO)(TYP.) REV. DESCRIPTbx ApPr aimote LecaLIN.lwn OI Y/' \ Ea..g u::,rourb oler S \/\f•J \/ \\\`\ \� `��\(•, \ �•4. ti• \ � \\ \' \\p \ \`�\ ] 09/30/29 ISSUED FOR PNAL ED MR PNQ_ 09/O]/2R ISSUED FOR nNXL 0 D7/I6/2e ISSUED FOR n— \\ A 03/10/24 ISSUED MR SOX o REVIEW \ \. Asp(Tr EN.Ng Parkin \ � � p') st.iol.g(TrvJq� \ \ i, 2.NAVE: NYPA—SOUTHOLD (SITE NUMBER:701192) lk ENE 54375 MAINS ROAD ------ SHEET WILE SOUTHOLD,NY 11971 µ� DEMOLITION SITE PLAN ;F \ \ \ `\ DEMOLITION SITE SCLLE 1'.10'OOR II'a I7 N0.22.N• ,t, A\ PLAN 9' k\ ® \ \ \ C—L SHEET NUMBER PROPOSED DISPENSERS __� Erirl'ug Lercrete CHARGE PoST 06om GABLE TYPE ,Z/electrify PROPOe ^ED IT— /i .i `�`.l`I♦` r NUMBER TRANSFORMER:SCOORDNATE (\\\ I R S 1A 1• tts ® amenca E-] TFM FINAL UOUTT OCSIGN '!: \` \ (}}`:•' \ I 1B 1• tt5 [tKtR6TM4ERK:RIVA.LLC yy ]ON EDIHUND HALIEY DE SUITE200 i' 2A 1• tts RESION.VA X1191 28 2 veoPosm /T�� � �/i\ 2. � i* u 1• tts TIER=Er e PRO RGR UND Tos ROUTED TT+._0) / "� CIearBlue UNDERGROUND LROY PoWFR C S ( \\' \ 1• CGS CABINE151D BTC DISPENSERS \ `\ .�' \\I\)` Fy\\� •SMARCO SBOKW OUTPUT C�,.f le. 2-O S PoSED'NO PARgNC EKCEPT WHILE CHARRING'AND EVOLVE NY SIGNAGE ✓//�!l'-'}\ t��'J/ \.p*2 \` t(} `\ (i0 BE PoLL \\ PROJECT STALL COUNT • Dewbe rry- ' e �. �,��D•, � \ � � \ EasrlNc STALL couNr a Dewberry Engineers Inc. Eaial' Tree(TTp.) H\F) /f�'\� i )-^E•iflinq UtTI $ °ROPoSEU STALL COUNT B GOSTONYA-10 q t 6URE20D 1. / Y \ \` Y NET PARKNG SAIL CHANGE (TO BE PROTEcim ` N, �•�1 '. ." CJ� :; J� ^ \' \, Pele(TnJ \I _2 PHON001T 10ADD eDAaxc coHsrxucnoN) �A-' V I /J/. .l (�. C 1 C z •:•\' "� .\\ iAz sns9sslo PROPOSED IIGHi PDLE WITH •V4 e`• ! ^. �' j. •.. \ \\. ' l KEYNOTES 'NO PARKING \\�•` ` \\II`` CHARCNG'SIGNACE ANO EVOLVE NT BANNER Y TED ON rt �/ / tS•` '�i n� \ \•'Se \ -af�=-W�^".\` I. SOD PAINTED IN THE FALL MUST ESTASUSH ITS ROOTS BEFORE //(FItOY SIDEWALK 10 'j•/ .� CIO (1 _ �- 1 \ ME FIRST MINTER FROST.DETERMINE WHEN ME FIRST FROST \ \y\ USUALLY OCCURS AND PLANT ME SOD ND"Are'THAN ONE Ippwim°Ie Locetbn Of ✓ CHARGER FOUNDAOON)1/ ••A <.L YONM BEFORE ME FIRST FROST.IF ME CONSTRUCTION IS t�, Y1�'•. 4 \� _ \` FINISHED LATER MAN ONE MONTH BEFORE THE FIRST{ROBE Z (TYR) %/ % 1-\ % i '`��'� a Y-1• ` \ °� ` \YA S,\ r = FAr/' � USE SIMW UN1R SDD CAN BE INSTALLED. !1 e CNARGNG DISPENSER 'I Y )1// �^ �'r' o °J PROPoSCO METER \ \ •� 2. ME CONTRACTOR SHALL RENRN YDEWAU(5,LMIDSCAPING. IQ'•1 ..1 ILLII /� / SA'-0' \ MOUNTED ON NEW \ ftAHTERS,IRRK:ATION SKIEY$AND ANT OTHER FACILITIES ^ 2 r ( `i� \ C-1 \ \� °`\' \' DISTURBED BY ME WORK TO ME SANE OR BETTER CONDIIWN F N PROPOSED DSABIED %' \ - +`i ^i � ° (A-G ��l� _MAX) L°� 2'WIDE N-iR,WE \ \! �\ _ Mµ EDSTED PRIOR TO ME COYMENCEYENT Or ME WORK ACCESS ACCESSIBLE'NO .�( :'2'-2' • PROPoSED SKONDARY CONDUITS `y V1 J/ P PARKING EXCEPT WHILE }•', � ✓ Q `O 2•_}' A/ Pi' ROUTED UNDERGROUND{ROM \ \ J. HANG R ND CN 1.D PRDIECI LOCATION TO AVOID EKISONG W. CHMGING'AND EVOLVE / % M1 MANST'ORYER 10 SWIrzHBOARD C_0 \`\\ \ \\ UNDERGROUND ttYOrtpNS CONTACT ENGINEER IF 05/30125 SKNAt'/, (O \ \\ UNDERGROUND ttYDD10N5 CONFIICT WITH PROPOSED (D` // V j ', m \�G \ INSTAWTION. �PXG PRSWRCHBDARDe•/I ` \� \ DRAWN • f)� `e �` yya,\�` \• A. EXCEED X HIKESSLOPE NA ANY DIRECTION.AI ACCESS AISLE T V G� \\ SNAIL BE PAINTED WHnE WIM HATCH LING SPACED A CHECKED BY: DER YAKIYUY OF Oe'(INCHES). PAINTED LETTERING SAIL BE A/i,.lv. ! ^•/r .. AG 9' YNIYUM OF 12 NCHES IN HEIGHT. P \/ 7 APPROVED BT: -CONCRETEOSED PAIDe Po.IEDr/: wlFwse PROPoSED(TYPUTI.-LITYz1)WARNING ` BOLLARD / 'g \\ pe F: S01TMD91 SUBMITTALS ti' N GaP \XJ`\/ . f REV. oArz DESCRITIOH (TYP.—:) G EAAg iee vAeerg.eDm wele. u (TIT) \Y\ Os/DID/8 ISSUED FOR FIRS 12/Ds/a ISSVED FDR RNu fi PROPOSEDPAVEMENT \ /09OJ/]A RATED rOR FIxAI C'° o m/1c/24 aArtD TOR rwu ��,`'\�`'' / A 03/20/2, ISSUED f0R 90K REWfw �PK (To.) J� - OTT.) Striping(To.) Arz xAYO (SITE NUMBER:701192) (TO B g REDITUt \� \\ (TO BE PEG4) AS NEEDED) p (SEE NOTE 4) a It111� AlE ADDREss - \\ 54375 MAIN ROAD _ \ I� SOUTHOLD,NY 11971 -- N -- �--_ SHEET TIRE ENLARGED SITE PLAN ;9 ; ENLARGED SITE PLAN D' s ID' ItIL ® ` SNEET NUNBEN C-3 PROPOSED PROPOSED METER �i POWER CABMET 5 MOUNTED ON e ,,E,� elec�rify- ttP.] NEW Z.WIDE ,•-0' ( ) 7 N-FRAME SEE TABLE FOR PAD 512E r america ° Y ] I v 4,�• ` '�' J/.-CHA10S CO"'EO C 1NN:K pDT Eom MALT NE sunE 300 PROPOSED (TYP._ALL SIDES) CONCRETE PAD g RESION.VA pl91 7 °.v SN2LxeODRo E'S 2•ELF 05BGCNY/�T B- " ° P9E _..... DR SLOPE I• O PAID ClearBlue ARROW THOWNON DETAIL BE TWEEN E DRAINAGE. SHEET.IS DESIGN INTENT 01 DRAINDRAIDRAINAGE.6 � I 2 I .s,9� b�. \\,�\�F\py T,$�i�T\��?���\%7����?�•\�/ :�..:,n::" REINFORCEMENT SHALL MINIMUM A]'YIN FROM EDGE OF CONCRETE(U.N.0). RDPoSCO PREPARED SUBGRADE ], UNDISTURBED SCIL TO MEET IBC MINIMUM SPDO"CATOHS. � Dewberry® DR— STANDARD ° ppDTpp) SEE CONCRETE NOTES ON SHEET GN-]. Dewberry Engineers Inc. PROPoSEO CONCRETE PADe S. CASNU AND CONCRETE 10 FILL IN AROUND ALL CONDUIT PENETMTIONS iDP POWER R99U- STPf:ET GBINETS AND SWITCNGEAR. S.SMK r--1 eosTON gaoz++D CONCRETE PAO DIMENSIONS g. SWMCHGFAR ANCHORS SHALL BE 5/8•0 MILT N BOLT M SS]Ig W/A• PNoxE:Pn.6ss.sAA I I g EFTECTIVE EMBEDMENT(4-1/2'NOMINAL EMBEDMENT)(OR APPROVED EOU—ENT) FA161T.693.0T10 PAD 1YPE CONCRETE I L W I1 IIQCKNEsS AREA (ttP.-4) EQUIPMENT 4000 PSI 12'-0'12'-Y B' IAB.B S.F. CONCRETE PAD DETAIL 2 �OF NEK SGLE:e �P` .N.JUst YO PROPOSED TINE.FENCE 9 (SEE SHEET C-9 FOR i r f _ 9 POST PLACEMENT AND SPACING PER PLAN VIEW f S yy SPAGNC) q q P,pE E,,p •n- w WE SEN,O cuw"oI"'E/C"DRAT FOq 06)5 �aN Pts'2-JS(GAIV.J Ay ENLARGED PROPOSED EQUIPMENT LAYOUT �uD%aB ON SGIE:r r.Ir ) RECOYu—TER xs FOR 05/30125 1'�2'FOR 2YW- BOLT TDR C IF 2- — — O DRAmi BY: NS"OeArt CHECNED El DER SECTION A-A APPROVED eV: P3gM-ID END CAP PROJECT/: 501g565g I (SPACE -0. JDB/: AS SO+BOSg+ R EUL,f0P BAD I I I SUBMITTALS 4(a IA D) I I I I SPACE AS Bfv REQUIRED avFARmr iOAu CROWN CROWN SARACN - TWTRA�" f00EN d FA C J OS/NT/25 IS9JED iCR RNA- 2 13/OS/f4 ISSUED FOR F.A. (BpalUDED) p 1 09/03/24 ISSUED FOR FINAL GRADE GUE D D\ 0 07/18/24 55U[D i0P fIxAL Y HOT BIT. SEAL AT SAW CUT (? IJJI IC�I _ICI FJI I��I I I I IL - A OJ/20/2A 6AIE0 idt 90a REWE.Y PAVEMENT SEAM(m.) `ALE II- If�l 1- _ I SURFACE COURSE 29F SLOPE EXISTING �a+r INSTALLATON DETAIL (SEE NOTE 1) SURFACE yrt xAYL s-a-mMPAnEo NYsooT ttPE ABC �.az- ,�, a - a NYPA- SOUTHOLD $TONC(IOOS STD.PNOCIOP) FASTING BASE d IB'0.AODO Pg _ - _ coxwcrt Toonuo (SITE NUMBER:701192) (ttP.) NOiEs: µ6•YIN.COMP ACTED SIIBGRADE(Io01F Sl[I.PROGIOR);I I-I ,, TMS 1EYPoRARY PROTECTION FOR EXISSINC SIR ADORES CATCH BASIN INLETS TO BE REMOVED BY S. xoTe CE—TOR AFTER COMPLETION OF WORN. 54375 MAIN ROAD 1. MAINTAIN EASING ORADJAGE PATTERNS. 3. DETAIL SIYRAR MR ROUND INLET. SOUTHOLD.NY 11971 SUCK TOWARD EXISTING STORY DRAIN. g•(TYP.) ASPHALT PAVEMENT DETAIL SHEE RE SGNE:N.r.s. 3 <a ';a�. ENLARGED PROPOSED �,•_g•�� EQUIPMENT LAYOUT CATCH BASIN INLET PROTECTION DETAIL TYPICAL H—FRAME DETAIL SHEE NUMBER SCAUL N.T.S. 5 C-4 -- -- N-1 IH• , ,fv electrify :}.• 6-9]i.• RKTRIFI'AMERICA LLC AIR ACCESS / 200J EDMUNDNALEIDRIVESURE200 KEEP CLEAR) RESTON,VA20191 (TYPJ PROPOSED 1/2"0 MUD NWIN BOLT 0'-a 1/.• R2 SSJ16 W/3-1/4"EFFECTIVE AIR OUTLET B CABINET OUTLINE EYBEDYEM IJ-J/A-NOYWAL __ EP CLEAR PROPOSED 1/2'0 H1LR I(YIIK EMBEDMENT)W/fM0.512E0 - —y BOLT TZ2 MID W/3-1/4" WASHER(TYP._A) _ 2-0' I ClearBlue EFFECTNE EMBEDMENT PROPOSED (3-3/."NORMAL EMBEDM U ENT) MOUNTING PLAN UTILITY ACCESSMOUNTING (2)4" e BOLLARD W/OVERSIZED WASHER 5•-0• AIR VENT - _- STUD LOCATION CONDUITS 6 El (TYP.-.) P-0' 1'-10" 1:]• - Ab Fla. oUTUNE , Dewberry® a O J zr T❑ Dewberry Engineers Inc.995U—B.— MR •�y' ;. �:%i ACCESS BOSTON. L.�' �v•.':• a_s" '•._y BDsroN MAGz11G (TYP.) PNavEens9s.2.w . CONDUITS I'-6- N0. o'B• SEE NOTE 5 1P1P11tO •10 YAK O-s• PROPOSED 1/2"0 MUD RYNK BOLT TZ2 0'-2" INLET (nP)� _ 1•-]• (TYP.) e .) PLAN RYP.) SSJI6 W/3-1/."EfFECINE EMBEDMENT 0'-]' E.ialirq V-T W/OVERSIZED WASHER (Tw.�i)j � �OF u NEW GRte .• Edell Grote �QA Y7' ST ia: N ROM, 5 vo 9 12•YM. j.+ 1' I f0UN0 ON 1. BOLLARD IS FOR WARNING PURPOSES ONLY. CONDUIT 2, Cf yyO REBM OVERLAP •I'•. .r.,.�.. .( ... PUN ` TOP h 801104 •.@t :..•.•..:•..•.:A:...�.;I� a �.'.•'L.:• 2. CONTRACTOR TO ENSURE BOLLARD R SIGN PUCCYEM DOES NOT Z a F (FIT) L . . .• .. RESTRICT CNARGER DOOR SWING. '•'. -. tt / o 5 O B•O.C. Z. EACH WAY CABINET WEIGHT-1655 ms .1•• .:I:• •'•: ).v TOP&BOTTOM ]. TOP OF DISPENSER PAD 10 BE LEVEL WIM EXISTING CURB 10 PPoPoSFD �f_.;,.:;�:.;.•:. r'',', '...�.' :�•,","„�, MAINTAIN WALKWAYS AND AVOID TPIPPING RA2ARDS. (EQUALLY SPACED) CONCRETE a PV .♦5' .� �. A 2'-fi• FOUNDATION {� 6•CLEAN COMPACTED SEE BTC POWER INSTALIATION AND USER'S MANUAL PAGE 17 FOR OS/30/25 v CLEAN ) COMPLIANCE TO ADA STANDARDS. ROM S(1TPJ 5. EONTRACTOR TO ADD PERYANG T NUMBERING,R&DISPERSER. OR TYPE AND EMERGENCY CAB N LABELLING TO EACH ROWER E DISPENSER. FRONT SIDE COORDINATE LIBEL WTERYL WITH ELECTRIFY WERICA LlD MANAGER. JD 15 o B•O.C. e. MITER TO SELL BOTTOM OF DISPENSER AND TOWER CABINETS CHECKED BY: DFA MN WAY BTC DC FAST CHARGER DISPENSER FOUNDATION DETAIL CTUPERS SPECDICAWNS AND RECOYYENDATIONS. BTC DC FASTER CHARGER POWER CABINET FOUNDATION DETAIL �1 TOP h BOTiOY SULE J/6-1'fDR 11•.iT SOYt N.T.S (EQUALL Y SPACED) ./.'-1'FOR 2— ]. CONDUIT NOT SHOWN MR CUNTY. APPROVED M: D' 1' B. CONTRACTOR TO YIELD VERIFY TINE ANCHOR SPACING PER YANIIFACIMER$INSTALLATION MANUAL PRORCT I: •A165658 OD F. ANSI Z5M.2-2017 AN51 M5.2-2017 YELLOW SUP COVER YELLOW SUP COVER SUBMITTALS REV. GATE EYRPiQN 3"SCHEDULE 00 STEEL TYPE FILLED WITH CONfREIE 3"SCHEDULE BO STEEL PIPE FILLED WIn1 CONCRETE NOTES: 1 G5/./25 ISSUED FOR FINAL —39"1,0.59"SCREW Y0.39"a0.59"SCREW S, 1, BOLLARD IS FOR WARNING 2 12/D3/24 ISSUED TOR RIUL (_P 3) - (TYP.3) T PURPOSE ONLY. 09/OS/2. ISSUED FOR F1NAl 2. BOLLARD DETAIL FOR BOLLARDS 0]/16/]4 W6UE0 FOR FYML DISPERSER Eaiat'vq Grate AROUND ELECTRIFY AYERICA FOUNDATION 'J 1.5" EpUIPYEM. A OJ/]0/N 65VED fON 90K PEVifl] 3. CONTRACTOR M PRDVIDE(2) B•LONG,O S MICR FOAM nrE xAYE: STRIPS CROSSED OVER TOP OF NDS' .;1.:I,•; (S)/3 O 12- j is ] STIR APE 10 STABILIZE SUP (SITEPNUM9ERU 00LD 1192) 1. BOLLARD IS FOR WARNING , 1^}a' :1..r. PURPOSE ONLY. .'F:1. 1�•E. ;) ,.1,:(•, (1)/]0 12' .I•; b SITE ADORES 1. BOLRO DETAIL FOR BOLNOS •1 A I A Q DE BAR S. U AROUND ELECTRIFY AYERIG r;I 1 54375 MAIN ROAD PMENT. :1 .I ' .!I =1'• (s)/.vERnaL REM •1'; 120 BCItEw SO EQUI UTNOLD,NY 11971 3. CONTRACTOR TO PROWDE(2) I-•I 6•LONG.1/2"iMCK FOAM ('• 7,.:. SHEET TIRE STRIPS CROSSED OVERTOP Oi CONCRETE STEEL PIPE TOO SUP • COVER `L.1' CONSTRUCTION —3�- DETAILS I SHEET NUYBEA DISPENSER WARNING BOLLARD DETAIL 3 WARNING BOLLARD DETAIL SCALE:N3.5. SUIE:N.1.5. 4 C-5 NOTE: 1. CONTRACTOR SXALL SELECT APPROPRIATE PflOPO5E0 LICM (SIGN(S)BASED ONREFER TO SHEET CPRO'PoSEO SIGN LOCATION l electrify � yam— Fl—RE r amenca 1 A PROPOSED SIGNAGE LLECRpY AMERKA.LLC (SEE NOTE 1) 20D]EDMUND HALIM DRAM.—E— RESTON.VA 20191 BRAG T tr ARMATURES AS EVolve NY RECOYYFNDED BY SIGN FABRICATOR BASED ON ALUYINU Y,SIGN PAINT FRONT REQUIREMENTS AT EACH LIGHT BACK tr ALL RETURN EDGES TO ClearBlue POLL 1MTCX PT-1 iv1 .er1r 2^ R1/2" B ( P) PROPOSED LIGHT POLE • • (VERIFY CONDRgN AT EACH LOCATION, 2.. Dewberry® HOTES: EVolve NY EVolve NY Dewberry Engineers Inc. 69 SUNNER STPEET I. LIGHT POLE BANNENS:WL CONCEPTS tr PRODUCTION, SURETOp INC.RIGID ALLAUNUM BANNER OR EOUAI. -6'% SIM; WRAP AY PRIMED VINYL BOSTOH MA02110 4'-5'MA%BANNER DIMENSIONS) WRAP APPLIED OVER SOLID SOUAPE PHONE:Bt].895.N00 ^ ? FACE ONLY STOCK SIGN POST 61).6961110 2. SPEC OETARS W/ENO LAP PROPOSED BANNER _PAIN IFD.125 ALUM.COIN WHITE DOUBLE r VINYL YE554GINC tr ARRDN .y APPLIED OVER WRAP. (SEE NOTE 1) SIDED F1AC YOUTH PANEL YECMANICALLY FASTEN 1p MATCH]Y REFLECTIVE EXISTING LAMP POST _YE -GRAPHIC IS FIRST SURFACE APPUED OIGOAL PRINT J -1000/CAR FIRST SURFACE APPLIED MiW1ED VINYL FW 5N (G •YY f WING4 WING SKH BRA—/S.— - GRADE �poAp.JUST oy £Jv ADJUSTABLE STMP\REQUIRES(D)PER PANEL P 9 P OJ V ]. ALL 01YENSIONS SHOWN MUST BE VERIFIED TO BE ®1®1 W'%�'✓" rk'' f = C yO/~ COUPLIANT WITH LOCAL/MUNNSPAL CODES ANDAPPROAD BY TRY, I AMu11 erl� SIGHAGE PRIOR TOFABRICATION. G NR1501CDON OVER f 1•) a r RIGHT ARROW LEFT ARROW WITHOUT ARROW y 4. REFERENCE NLL SIZE ART FILE FOR DETAILED 4000 DIMENSION tr SPECIEHERONA NOTES: CONCRETE �;; .O LONP�� 5. COND D S SHOWN MERE WY VARY BASED ON .'• b i CONORIONS AT EACH LOCATION. 1. ORIENT ARROW 10 PANT OF 1MVEL 05I30I25 TR FO F% G. CONTRACTOR TO COORDINATE W/NYPA R HEIGHT 2. SIGN SNAL L BE INSTALLED BELOW ALL — GRADE tr LOCATION OF PROPOSED BANNER. OTHER PROPOSED SIGNAGE. JC LIGHT POLE BANNER SIGN DETAIL EVOLVE NY CHARGING STATION SIGNAGE DETAIL EV PARKING SIGN DETAIL 'EGM'BT: oEx SCALE:NTS. SCALE:N.T.S. SCALD N.T.S. 3 APP0.0YED BY: Hj —ECT/: 501656.2 JDB/: 50100.T81 u SUBMITTALS DATE DFSCRNRON 1 PARKING I PARKING 1 PARKING WHITE LETTERING 0 45/00/25 UED MR FINAL I EXCEPT EXCEPT EXCEPT ON RED SCAN 2 O2/DS/24 65YF0 FOR FINAL /p3/24 RSYm FOR FINAL WHILE WHILE WHILE MAIN BR E KER A O]/L5/24 RSGFOFOR REI A 00/20/2l ISSUED FOR 90K RFNFW CHARGING CHARGING CHARGING FUNCTION AS ENTER ENCY SIR xwD ADA-wx EMERGENCY o DISCONNECT/ NYPA- SOUTHOLD �� DISCONNECT FOR ' MAIN BREAKER -- 12' � L POWER TO CHARGING LOCATED INSIDE (SITE NUMBER:701192) No+Es STATIONS SITE 1. BOTTOM OF SIGN SHALL BE NOTES; 54375 MAIN ROAD DESIGNED FOR INSTALLED SB"ABOVE GRADE. 0'-S' 0'-10" SOUTHOLD,NY 11971 1. BOTTOM OF SIGN SNALL BE INSTALLED 66-ABOVE GRADE. 2. SIGNS ARE M HAVE A BLUE USE RETROREFIECIIVE E."..' 2. CONTRACTOR 10 CONFIRM YRTH YVICD SIGNS R>-113. NOTE NOTE SHEEP flRE LAST WITH WHITE RETRORERECTIVE LETTERS ARROW.AND BORDER. D. SIGNS ARE TO HAVE A WHIM RETROREFLECTNE 1. TO BE PLACED BY THE MAN 1. TO BE PLACED ON OUTSIDE OF SWITCHBOMD CONSTRUCTION ARROW.AND BORDERED REIROftEFIFCTVE LETTERS BR ER INSIDE SWITCHBOARD. SECTION HOUSING THE YAN I RGNER. DETAILS II DISABLED ACCESS & ACCESSIBLE SIGN NO PARKING EXCEPT WHILE CHARGING SIGN EMERGENCY DISCONNECT SIGN DETAIL SHEET NUMBER SCALD N.T.S 4 SCALD N.Ts 5 6LYL x.r.s 6 C-6 , electrify ' ® america nK1D AME DRIW,S a70J ED7nuNo HAUEr oErvE.suRE2m RESMN,L I VA 20171 PUW ClelarB,lue Dewberry®_ Dewberry Engineers Inc. w suuuERSTREET S RE ro0 LIIHONIA LIGHTING/RSK LED SUE 1 LED AREA LUYINAIRE BOSTOH 1M 02110 UTHONIA RSKI lED P1]OK R2 YVOL1 PPA W/EGS SMCLD PHONf:017.695.N00 PHOTOCELL:DU127F 1.5 JU AY'617.695 II E3ECTRIUL LOAD:50W 0120VX UTNCNIA UGIITING ANCHOR BASE POLE RSS 20 4-BB DN190.FDL11-68 DBLKD _ i co) C .�.jusT 0,9 NOTES: =ti 4yo 1. 20'POLE YAK 3'-O'ABOVE GRADE 4A%WNH A.S ROUND C' r STRAIGHT STEEL PULE.YAK WEIGHT OF POLE AND LIGHT:1. US YAK EPA OF LIGHT MOURE:1.7 SF. 2. L 111 POLE AND ANCHORAGE DESIGNED AND PROWDED BY FO OTHERS. O A 87R V� ,OR�P - sTUB up Pvc aDwELD 05/30/25 1/2'INTO ROLE CONNECTDN SEE APPROVED TREE ORANN BY: JG PRESERVATION—FOR REBM TIES REM ED RADIUS OF O]'O.C.TOP GALVANUED STEEL ANCHOR BOLTS FREE OARRIER (IMP.OF B) (SUPPUED BY POLE YANUFACTIMER) CNCCIfED BY: DFR r V CHAMFER APPROVED BY: RUGo D YISH Q CONCRETE NJ _ lGGzzzz 4 °• RUBBED FlMSH ABOVE GRADE PROJECT/' Sp165658 SDI-.I r� K SUBMITTALS ll oLw+lPTnx ONE FOOT MR F/VA1 GRADE INCH OF 1RUNK DWIETER 1 0-1/2"DENT OF TREE °• __ PUN VIEW Of ROOT 20NE CXEVER R GREATEN ;� ° O O�OF •0 PVC IN FOR PRUNING SEE DEAD TREES AND SCRUB OR Fj /A BARE COPPER GROUND WIRE ] OS/JO/25 ISSUED FOR RN- INIERNATIONAL SOCIETY OF UNDER GROWM SHALL BE 6'YINDJU4 YHDTI I FROM GROUND ROD STUBBED UP 3 12/0]/N ISSUED MR FlNAL M RUSH 1RTH ADJACQU FOR 2'CdL,BEES _ 6'BARK WLLH, •° MROUGH BASE 18' 09 0J 2 TSSVEO FOR FnuL ARBORICULTURE SPECS OR SY•1FR PUCE W. 1 / /• GRADE.NO GRUBBING MULCH AT MEAS 0 07/15/24 RSUED TOR Nul ALLOWED UNDER DRIP LINE NOT PROTECTED BY BARRIER 2'-0 03/20/21 ISSUED FOR 90K RENEW ° • BOND/H COPPER GROUND WIRE TO b • ° REBM MN, sIE x•YO 3' d. NYPA-SOUTHOLD L •°' /A HOOPS D 12'D.C. (SITE NUMBER:701192) TREE UUB RE. STE— A • A 54375 2•.r STJINWDS+P.A• °• MAIN ROAD RAILS OR ORANGE SAIETY e/6 SOUTHOUTHOLD,NY 11971 FENCWG WY BE USED SHEET 1RlE CONSTRUCTION 2'-0UM' --� SECTION A-A DETAILS III oRluEo PIER TREE PROTECTION DETAIL LIGHT POLE, BASE AND FIXTURE DETAIL �1 sXEET WMBER 7 o - , o - :b - - NOTES: electrify 1. BASED ON MM RENEW AND CONi1RNATON OF PAVING 4 TYRE; SEA R OR APPROVED EOUAI FOR america PARKINGG-FIND ANDND COLORED PAVEMENT. 2. DETA4 SNOWN AS SCKEMATIC.REFER TO PARKING STALL ELECTROYAAADSCALLC LENGMS AND WIDM ON SKEET C-J ENLARGED SITE PLAN. 200JEDIUUMT IPORIVE SURE2o0 RESTON.VA 20191 3. LOWER SIDE OF MARKING SHOULD BE ALIGNED WITH ENO OF THE P—G SPACE 1. ME CENTER OF ME TEXT SNALL BE A.-U.OF B INCHES TROY ME CCNTERUNE OF ME VEHICLE SPACE K!! :�� r B i u e EV CHARGING EV CHARGING EV CHARGING EV CHARGING EV CHARGING EV CHARGING S Dewberry® ONLY A ONLY ]NLY ONLY ONLY ONLY Dewberry Engineers Inc. A-WHI2E STRIPE AT IS•. B"MIN.XETMT 3'MAX ON CENTER CANTLE LETTERING A WHITE STRIPE BD MM.IlA 02110 EV PAVEMENT MARKING DETAIL N.A1M SOD COxCRE1E SOCWAU(-C. 6CJJE N.iS. ERE..ED) NOTES: L WARNING ME E.KIi p WROR I. U TREE OF ORGANIC OR MEN DELETERIOUS W1ER1M.EXCAVATED WTERIAI MAY BE .\\ \. usEn FOR aACK1uL �OF NCI m\�/��/�� �• -/ /\ STOME eED I— E. O NOE PR-E CLEAN COUPACRBLE WIERML CO-1 IN B"UFTS.REMOVE ANY ,�p� .N.JUST y0 EK—G) URGE ROCKS P-A TO BACKIRONO.CO—To.TO VTMFY LJICATION OF CIOSTNO y v0 9 \ NAIVE coxcunuTRs RDOR To mccwc. ` / \/ MINIMUM CENTER TO CENTER ]. RETE ENCASE CONDITT ANON TRENCHING UNDER SITE AOCESS ROAD. * , S' J "� �G�LL CONDUIT SPACING o MJ \�\ CLEAN GRAKUUN BACOMI A. ANY PA -DAw.GE DU-WNSTRUCION SMALL BE REPAIRED OR RERACfO fl EO g F leT YAWYVM RAZE AC CPR." BY ME CONTYCTBR TO PRE CONSTRUCTION COx--OR BETTDt Z � 2 s o.c � % COUPACTpN uM. AC(SECOxDARY/FEEDERS) 5'O.C. D. MUOAM 12"SEPARATION uln.B[.TwEM AC OR DC CO-ORS AND UUD15TURI SOX ,, ����/ CO-UNianox CABLES. PV (Tm.I ,PER TABLE m OM1Sls) T.s o.c a m2a1RM Au DEPMs w/uTnm o-NEc R+uR TO CO-- )ON AND SAUPEO 1/2•�B- B-I` OS/30/25 ONAMILW BACF PER TABLE COXOUT (_)(SIH k BRA"BY: JL NuuBEtl POI SCHEDULE) uR1 AND NO S PAI[E WRN BRUUIIO(2 PAVDJExT SURFACE SAW Llli EXISBNG 0 uL YELLOW E.iN'uR GoOa NAIVE BOD EXISTING GRADE PAVEMENT� /"-ASPHALT SLRFALE WARMING TAPE .. muRSE(2')I-s / APPROVED BY T MA% EIBSTNG PAVEMENT-Y ASPHALT CYISTNG PAVEMENT MJ I-tY lY MD 12" 12"+I ....... BASE PROJECT/: SD1655Je r+= MORCUCNLY I I- PU �L_-ILI-LLH ll` ^ SE CO.-- 1 II'j _ tl BALK" I REPLACE I...BASE WQX �j y ' 'L, I I_� 1-I -L g BMu0v0U5 PANCUExI BASE w II Hall NAIVE BACKnIL N II-III-III- JOB 1: BD100]el UNDIS,ORBED soR n': 9 E�I I x G E� Itr . I I cpuRSE N9 I-: J SUBMITTALS 6"OExSE GRADm . UNDISNRBEDImoMITI ,. ,OO CLEAN GRANULAR R ')L_I�- - IREV' DALE DEBCRPMN -RECATE BASEux0 S1UR8[D WURSE . I—I BACKHLL F UPS, NAOMUN,PLATE TAMP _ may- J]-r —ABLE PILL I _ _ PER TABIc =i — (1/2•).Bss lJ I I� BRACINo ASEEREOUMED DUO(IMP.)(42E k COYPACION UN. L ' 6• B• BFA PER SCNFDULL) NAND TAMPED 1/2• I II�f ISSUED N WITP lYPI(SIZE k GRANULAR BACXflLL Y-II S. IF^ J 05/]0/25 R FINAL NV46[R ER SCNSE-) PER TABLE B• B I 2 I2/03/24 LSSUM FOR FINAL /\ W OF GRANULAR BACKML +II 6• F IFS- 09/OT/2A TYP. BURIED CONDUIT TRENCH DETAILS ( \ VERTCALLY AND HOO20N A LY m/IA/x1 ss ED DR nNu SGLe N.T.S. BETWEEN CONDUIR VERTICALLY RAND ABLE HORQONTALLY A OJ/]0/N ISSUEO FOR 901t RENEW BEYAHN CONDUITS NOTES SITE NDIES NOTES I. ASPHALT SHALL COMPLY WIM STANDARD DOT OR LOCAL JURISDICTION SPEC.MR HIJA SURFACE COURSE. (SITE NYPA-SOUTHOLD i. LO A SMALL BE BURIED BELOW FROST LANE AND IN COYPLWICE WIM I. ANY EXCAVATION LEFT OPEN NEEDS TO BE FENCED.BARRICADED.OR TRENCH PU 10 W NUMBER:701192) LED LOCAL AND 2. ANY OICAVATON LEFT OPEN NEEDS TO BE FENCED.BARRICADED,OR TRENCH PLATED TO INSURE ME LOL ANO NATIONAL CODE REQUIREMENTS, ME SAFETY OF ME GENERAL PUBLIC. SAFETY OF ME GENERAL PUBLIC. SITE AS.FS- 2. REFER To CONDUIT AND WIRE SCHEDULE ON E-1 FOR CONDUT AND WIRE 2. ANY PAVEMENT DAMAGE DURING CONSTRUCRON SHALL BE REPAIRED OR REPLACED BY ME ]. TRENCH DEPMS ARE REOURED TO BE 2'-R"YIN.OR F BELOW FROST LINE PER LOCAL JURISDICTDN 54375 MAIN ROAD REQUINEMENTS. CONTRACTOR TO PRE CONSTRUCTION CONDITIONS DR BETTER. REQUIREMENTS. SOUTHOLD.NY 11971 ]. INSTALL DOTTIE DUCT SEAL COMPOUND PC BINR(CAT NS RS). (HP ]. TRENCH DEPTHS ARE REQUIRED TD BE T-0•MIN.OR 6•BELOW FROST LANE PER LOCAL A. ANY RE CONST DAMAGE DURING S OR BETTER. SHALL BE REPAIRED OR REPLACED BY ME CONTMCTOR FOR ALL CONDUITS FOR CHARGER CABINETS AND g5PEN5ER5). JURISDICTION REOUWEYENR. f0 PRE CONSTRUCTION CONDITIONS OR BETTER. 1. REFER TO SKEET E-2 k E-3 FOR CONDUIT STUB LOCATION. 4. EAACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E-1 k E-2,DIIACT CONDUIT SHEET MALE 5. EXACT NUMBER OF CONDUITS SHALL BE DETERMINED BY SHEET E-1 k BASED EXACT PHYSICAL PLACEMENT PUCEMENi IN TRENCH SI AN BE MiCITO AL BY ME CONTRACTOR M MC FIELD BARED ON M TRENCH SHALL BE DETERMINED BY ME CONTRACTOR W THE HELD BASED ON PXYSICAL CONSTRUCTION PHYSICAL MEASUREMENTS AND JURISDICTIONAL REONREYENIS. MEASUREMENTS AND JURISDOTONAL REOUIREMENIi DETAILS IV CONDUIT NOTES 3 TYPICAL NON—UTILITY CONDUIT UNDER SOIL TRENCH 4 TYPICAL NON—UTILITY CONDUIT UNDER ASPHALT TRENCH�\ sxEET NUMBER SWE:M.T.S. SCAIL N.1.5. SCALD H.T.S C-8 UBLTf �electrify PETER .N BFAER 6RGE DD aB amenca U�YIYPOLL UKiR6Y AMFRICA LLC ( uBLPa rnTareaARo O 2B03 EDAUNDHAL TDUME.Suam PRO POSEO UTun IRANSFORufli \1 115t SPARE RESTON.VAAI91 (FECONG EV CNARcm) �663p1 /SP P SA .BD/2]1 mN 1 \` 6� UI ClearBlue 11600A/SAT AT I I ulu,. •",n "" IOOx RATED (ERus I ""w`°' I I Dewberry® — — — — — Dewberry Engineers Inc. ER EUNNER STREET SUBEFOO,EOS BO5TON 11A D3110 nfONE:6,].695.D400 FAY B,].695.]],0 PS/ E R } ] ER EC 250.66 BREAKER TRIP SETTINGS erc J60 A. BTc 360 AN BTC R Lw r-- 4 1nNE,vNR 4 i2""'T 1 PBWEI]YNR '! �� �pF NE{.vY (200G UMN BREAKER(SET FOR IEBOA): 1.ANG BARE W { p�TPO(ryp._ISPKT �Tr�QN Gi A,T/O (SQUARE D N., I COx0Uti0R PER S S 5 S OJ OC°YO 1,F BGKGARA6NNNNNNNNNNNNNNNWNNNEN) EUECTRDBE Ir(LTPU)-De NE.2S0.66(B) 6 (� M LO(LT RAND)-B 6 6 8 2, L>e(Si BAND)-0.1 fONGETE BUSED �cmo6E Pm NEc O 0905T9•N -O(M50-10 32(A)(3)OR(2) BTC BTC BTG BTC BIC BTC A 4 10(GROUND PILN UP).D OISPExSER DISP BSEA O,SPENSER Dim BSER DiSP�NSER DS USER gOFESSIO�P l9(GROUND BAND)-OA ID024 CLECTRCDE 5/A'.B'-D' GB AWL BARE a IA , ]B feDiv.2 uw.DEPm eoPPER eu0 w0 DFrnroDE (eLN-M (eEN-rv) (ccx-M (eEN-,r) <ccx-M (GEx-M 05l30/25 600A SUPERCHARGER BREAKER: GROUND ROO MSTAWION PFR NEC CONWCOTOq PER M[C (SQUARE D No.:—3—,,1—) 35052(A)(5}250l1(A)k 250.68 250.66(A) DRAwN BY: -1 -BV-s LNEaEO ev: DER SYSTEM ONE—LINE DIAGRAM �1 SOLE SYSTEM ARPPOVED BY: Nu PROUECT/: •A,6M56 SERVICE ELECTRICAL CIRCUIT SCHEDULE PRIMARY SERVICE LENGTHS AC CONDUCTOR LENGTHS TO TOWERS UTILITY FAULT CURRENT UTILITY S.O.W. RESPONSIBILITIES SDB/: SD,603B, ESRMATED LINEAR LENGTH CSTMATEEI TRANSFORMER—ISDD KVA SCOPE OF WORK BY: N0: FROM TO CONFIGURATIONtENGD1 POWER UNrt L02FAR l w�ExG1H L • PROVIDE tr INSTALL UIIUtt PoLE U11Utt SUBMITTALS (3)O1/L-/1/0 AL 15KV,W-105 URUtt POLE ToBO' 165' 1 10' }5' SECONDARY VOLTAGE:.BO/2],V PROPOSED UTUFT PROPOSED UnL MTM EPR INSULATION CONCENi1RC TRANSFORMER• ECONDARY FAULT WRRFM:]2000A PftOVIOE k INSTALL]'R,SFA CONDUIT UTILITY REV. DESGiwTON PoLE TRANSFORMER NnITRAL AND t INSUTATON IN 4• 2 8' JS' PRONOE k INSTALL CONCRETE SWITCH tr EQUIPMENT CONDUIT 1(I)SPARE 1•CONDUIT TOTAL LENGTH OF WIRE••: ORS' - 3 IF ,x ••FAULT CURRENT E FOR""T PPOWDED BY PAD(CONTACT I1nUTY tr COMPLETE ALL NECESSARY CONTRACTOR PROPOSED SERVICE (S SER) - N D6/,D/2.. wSPECT10N5) O PROPOSED UTUtt EOMPYEM:1-LINE PANEL (J)SOOKUMI Cu(YHHYI-2)tr CONDUCTOR LENGM PER CONDUIT-: 202' PSEG U O PROVIDE tr INSTALL CONCRETE TRANST°RYEA 1RANSFDRYER (2000A 10°1G RATED PCB) (I)500KCMR OU(%NNW-2)NEUT PADS(CONTACT UTILITY A,COMPLETE ALL NECESSA RY CONTRACTOR J OS/b/23 ISSUED MR FINAL IN 1'CONDUIT SECONDARY SERVICE LENGTHS TOTAL WINE FILLED CONDUITS: 2 wvmo.$) PROPOSED SERVICE [2 SETS PEA CABMETI ESRIIATED PROVIDE k INSTALL IInLItt iRANSFORMEfl UI0.1tt 2 12/D3/21 ISSUED MR TRIAL EOUIPYENI:I-LINE PROPOSED Bm GEN Iv 1NEA"LENGTH LOAD SUMMARY O PANEL(600A BOx PoWEft CARNET(TYP.-3) (3)350KCYIL CU(%HHW-2)k LENGM TOTAL CONDUCTOR IENGTM: 40{' 1 09/0]/31 55UE0 FOR DWJ. (T)/1 AWG W GND(KHNW-2) TRANSFORMER Tp AND SURGE BE ARRES,LOADBRFAK ELBOW TERNMATORS UnU n• 0 D,/,6/2. 55VE0 FOR fDUL RATED BREAKER) IN 4'PVC CONoun 12' 3]' TOTAL LENGDI OF/1 GROUND. ]02- AND SURGE ARAESTEIFS SMICMBOARD^. OOxxEC1ED MUT (AVA): A OS/20/24 55UED FIX!Sox REVIEW LENGTH OF MRE PER CONDUIT••: 1{6' BR PowDI UxR-]BB'JB WA PROVIDE UDINSY LL ME W/IN SOCKET UTOItt (2 SET PER CHARGE POST] •(J)VwTS-1,156.,1 YVA pftpVIDE tr INSTALL NETERING CAN PROPOSED'. EA PROPOSED BTC GEN IV RA 25DKCwl CU(%NXW-2.f000V NUMBER OF WIRE nLLLO CONDOR: 5 CONTRACTOR O POWER GBINET CHARGE Posi RATED) DC CHARGING POST LENGTHS P.ASE ..RM (PEP UTILITY I STANDARDS) sI¢NAMe TOTAL LENGM OF WIRE•••: ]IO' PxASE-mN (ttP._J) (IMP.-6) (1)/3/O CU CND(%NNW-2,1000V ESTWIED OC PROVDE k INSTALL PRIMARY TRENCHING tr CONDUITS CONTRACTOR RATED)IN 3•PVC CONDOR POWER UNIT DISPENSER UNFAR LENGTH NYPA-SOUTHOLD WERE LENGTH• AL CALCULATED LOAD-1392 A PROVIDE tr INSTALL PRIMARY CONDUCTORS [1 SET PER CHARGE POST] IA 36' (CONDUCTORS NOT TD BE INSTALLED ANFAD OF CONTRACTOR (SITE NUMBER:701192) PROPOSED]60KW FA PROPOSED REL GEN N (1)YULDYODE 62.9/i2S I nBER I 14 TRANSFORMER INSTALLATION) CHARGE POST IB 21' 46- PROVIDE k INSTALL SECONDARY TRENCHING tr O POWER CARNET (1j/16 AWG TMSTEO SHIELDED PAIR. IglES: (COuuuNIGTOxJ FgNOURs CONTRACTOR (ttp_}) (1)GLB tr(1)SIP GT SE AC CONDUCTORS 25 FT M ADOED TO ME 7A 3]' Ell 54375 MAIN ROAD (wP.6) ETHERNET CABLE IN 1.5'PVC NORROMAL RUM LENGM i0 ALCOUM FOR BUPo[D 2 PROVIDE k 01STALL SECONDARY CONDUCTORS CONDUIT (CONDUCTORS NOT TO BE INSTALLED AN FAD OF SOUTHOLD,NY 11971 A, STROANS. NAL 60'IS ADDED 2B 4]' Ew CONTRACTOR PROPOSED BTC GEN N FOR THE RECUwTO 30'AT GLUIER ExD—UNITY TRANSFORMER INSTALLATION)(TERM,NAIONS TO BE OPROPOSED URIET FA CHARGE POST (I SET PER CHARGE POST] COn0IEC1ONi DONE DURING CuTAGE) PoWEA GBINET (2)/10 AWG CV.(I)/10 CU EGC M •, ]A PO' B2' 91EET D7� (FPP.-3) (AUYLwRY) 1'PVC/HDPE CONDUIT ESTUATEO LMGM OF AI IRE-SUu OF ESTwiCD J PROVIDE PRILURY k SECONDARY CONNECTIONS AT CONTRACTOR I.—K/MRES PUS QUIRKY SB 6)' BR' TRANSFORMER PROPOSED PROPUSEO LIGHT POST (2)/10.(1)/10 G IN 1"PVC/HDPE ••• LENGM OF AL MRE PER UISCONNECI.ESTT_ CONDUIT LENGTH: Is" ONE—LINE DIAGRAM OSMTCNBOARO (iTP.-1) CONDOR iDTAI lExcM OF AL NUE Y/wwC FAZED CONDOR TOTAL CONDUCTOR LENGTH-: 1524' TOTAL LFNCM OF/3/0 AWC }BI. SHEET NUYBEA GND k M..CABLE••: E-1 NOTES �(SEE SHEET E-1 FOR WIRE CONFIGURATION)1. electrify 1. CONDUIT ROUTING IS DUGPAYWATCALLY SHOWN ON PUNS AND i ARE ONLY APPROAIADONS.ME ExADT LMUTK)N AND ROUTING ® america PAINS SNAU BE FIELD MOM MID INSTALLED PER JURISDICTIONAL REOIARELENM. HH]AUY AMEMCA.LLC 2. ALL ELECMM WORK AND RELATED ACTMTES PERFORMED ONSITE 2EELTEDMUND HAUEYDWESUDE200 Section 11: Concrete Footing,foundation and Pad InStallatlon SNALL BE DONE IN ACCORDANCE WFM NATIONAL ELECTRICAL CODE AESTON.A20111 THREE PHASE PADMOIINTED TRANSFORMER SPECIFICATIONS (NEC)STANDARDS BEING ENFORCED BY ALL APPLICABLE JURISDICTIONAL REQUIREMENTS AT TIME OF CONSTRUCTION. & ITTUTY EOUIPYENT INSTALLATIONS AND PREP WORK SNALL BE Cle_ arBlue 1. The customer shall furnish,install.own and maintain the concrete footing, COORR°DINATEo<"INnsT"Au A PROPRU UTR TE NY ENGINEER TO ENSURE ACCURACY S. foundation,pad.ground 1 WS and all wiring. A, MEUOUTY DESIGN DETAIS DEPICTED IN MUSE DRAWINGS ARE "o TOR PROPERLY OWNER REVIEW.ME CONTRACTOR SNALL REFERENCE ME UMM DESIGN PACIV.GE(UDP),PROVIDED WRH Reference: Illustration#1-page 4. ME]ISSUED FOR CONSMUCTION]DRAWINGS FOR BIDDING.ME Dewberry® CONMACTOR SHALL INSTALL ME UTILITY RELATED SCOPE OF WORK PER UTILDY CONSMUCTON SPECOICATION REOUIROJENTS. 2. Precast footing,foundation and pad shall be obtained only from PSEG LI .AT �. 5. LIRUTY EOUIPUENT INSTAUATONS AND PREP WORK AND Dewberry Engines NIInncc. RADE TERMINATION Or SERVICE CONDUCTORS SHALL BE COOROINAMD C. GURET00 approved suppliers listed below and shall be manufactured according to T. MM ME APPROPRIATE UTILITY ENGINEER AT ME Or OF BOSYGN—11Y I PRE-CONSTRUCTIN MEETING TO ENSURE ACCURACY PNDNE:eI].655.Hpp Specification.PT14-0.7-004,"Concrete Pads&Foundations."These INSTALLATIONS. FAx el,.seF,x10 specifications are issued to the suppliers below and are available to customers and 1 B. TRANSFORMER BOLLARD PROTECTION M BE INSTALLED PER UTUTY SPECIPCATON.ADDITIONAL BOLLARD PROTECTION WAY BE REOUIRED contractors upon request. AT ME DISCRETION OF ME URUTY FIELD RISPECTON PERSONNEL PRnIVY aF of NEty John Polente&Sons Roman Stone Construction Co. 114 Woodbury Road 85 South 4"'Street Hicksville,NY 11801 Boyshore,NY 11706 (516)935-8585 (631)667-0566 I �"AA' Fo,, ososla-` �aN JO ROFEsso�Ay 05130125 AFCO Precast Corp. Coastal Pipeline I,.x 114 Rocky Point Road 55 Twomey Avenue DRAWN BY: 0 Middle Island,NY 11953 Caiverion,N.Y.11933 L ONE XED W: aD (631)924-7400 (631)369-4000 PRaccT/: SOIE3653 Long Island Precast 20 Stiriz Road De/ Brookhaven,NY 11719 NOT TO SCALE SUBMITTALS (631)2864)240 FIV. OESCMP1gN Illustration ttl Isometric View of tooting,Foundation and Pad Top Preparation of sub-grade for footing and foundation. 3 05/30/25 IssoLD FOR w x 12/03/24 IS—D FOR RNAL I. Remove 52"of soil to reach undisturbed earth. 07/ ISSUED FOR FINAL o D/15/2/a rssucD FOR nau A o3/2o/xa ISs. Faa sox REVIEx 2. install precast footing and foundation. ATE NAMe 3. Install conduits and grout entrances. NYPA- SOUTHOLD (SITE NUMBER:701192) 4. Install plugs or caps on all unused duct entrances. 2.AODR xs: 54375 MAIN ROAD 5. Backfill outside foundation with clean fill,mechanically compacted every 12". SOUTHOLD.NY 11971 DO NOT backfill inside the foundation. -- sNEEr mLE ELECTRICAL DETAILS I TRANSFORMER PAD DETAILS f-1 SNFET NUMBER E-2 LIFTOJG HDONS LiFRNG IR]OK5 ,�electrify r(REMDVEDAFiER GFAR PIACENENII IRAIDVEDKTER GFM NACEAD:N11 I T•J w ROOF ROOF G america o OO --- --- --- --- DECTRIFYAMERIC sl, RDNT --- --- --- --- 10W EDMUES RESTDON.VADRIVE 6UIIE 300 191 -O --- --- 51 ® 0 ClelarBlue • Dewberry® w Dewberry Engineers Inc. TfISOWR B36UMMFA STREET LLPRovmEow H sunEi00 Da1RLE PAmouc eoEIoN Ywn1I0 xASP e en.s6sasw FAY 6nb95]D10 x{ ix o9 E "r tu a 37� dB•ISN�PMO SECTIOFQ OY ISH�PING SECROFFI� ir'fi.y C2 LEFT-SIDE VIEW FRONT VIEW ��,D 000513•� Q''S (ENDSECTION) (EXTERIOR DOORS SHOWN) kDFE551DT1P� 05/30/25 SWITCHBOARD SCHEDULE _ GDP DRANx er: x EID DE&OWIRON DEx MPo�en DENCEC/Ii.N0. LUD INFgNYi1ON LpNDUCIOR a NOIEe R TYPE QM %IA6ES OTY. NEUTRAL DTY. dNXIND TYPE xATEdAL .—ED BY: OER . - - - Ilirs®oRCEta_ IO n�m NUaE uECNAl+iCAt COWER EOnOe APPROVED eY: f91i01t01R YECNYN L -ER EDTIpI SERVCf SN+TP6Wip PROJECT/: 50165656 3dM..30.Rw..r601•RFN -WRLE PA0.0CNIU3PON E%1ERIOq DOOR LEFY'Ot6[OrIDNimA R16 CaxxECEFO JOa/: SOIE0381 NiEL W 1 GROtDID ipIRT fNOTEC116V uAw sERNCE sawlmEn SamA asmA EeeRe+eAeaolwveaw -NEu1RAL SEFsd11GT.r Lv3TaansN SUBMITTALS C dSCONNELT 0.ECRUL LSrt: 0 lA01� SUSCONNECTfD -biLRQOGC6DATR�IRR REV. GATE DES<RO+Tgx RItfi IENFRGV REoucT+axuAwlEwwCE eEROg61 IO NIRd _ COxRtOL5 COe0•ARIE@II - fVwOlEml _ - GYRCJxOfAmxET 0.EGIW 6�OAOA RIf20bn NCWI I+1rsea0 NCMR E ItIFBSW __ 3 05/3D/]5 ISSUED TOR RILLL 3 I2/03/24 ED FOR nHAL L CNWWNL LABPET EOOA IJPSfiE66UJ1iYP RI rL0.tiA NCM¢ InrsE001mJR 3 III— uEbNNiGL COPPER EOTTW- NASPSIGT.rsDTn+l 1 OR/OS/SR ISSUED FOR iwAL IEX LUOSIGi.•AL6RA65AO1 _ 0 CNAREYxDCABwET 6uM U LAX9WSOtYP ID 2D'.IDFCLO 3 "1-- 3 IIIWJSORWM1 YI-- —R I-- OS/]0/]4 1591F0 FORE WR Rfl4EY FSELimC SP—E LFRME SCHNEIDEH 3 LiPAxE - - sHE N"E. 0.E— sPACE NYPA- SOUTHOLD 2 SClrxmEn _ _ - - (SITE NUMBER:701192) 0.ECROC SPACE 3 L-FRAIff - - 6PARE aI¢ �%` mn..DD1ocLDL (+InR-+gRa+Y plena-wwea uEcw,Mcu 54375 MAINS ROAD SPARE ,,,+� sa+sots pl nA.w N.ofa IVn+uFoxL IUEY-IA— uEOWOCFI cDPPER arrpu- SOUTHOLD,NY 11971 svnr>: O.E.MT - - RFRAUE SHEEE TITLE 6PAfY �EIECTRC 6iMME acHxwER ELECTRICAL DETAILS II FF=6PnCE ELECIHr: ffrnufE , SPP[E 0.ECTRC BFRAME Nt1YRER EV-2 2000A SWITCHBOARD DETAIL ) SHEET suLE:H.T.s. B.E.N DPiPEDER �a� electrify FIGS SPECIFICATIONS FOR ELECTRIC INSTALLATIONS MUC PADMOUNT EOVIPHENT GROUND GRID amenca NOTES EMK H L BY BR RIVE C L SCE.FIG SP]AND SEC.VOL PAGE B 61EYI FOR ADDITIONAL REERR[HENTS I 200]EOMUNDON.VA1RIVE SURE 200 DEC GEN N POWER CABINET PAIN BREAKER AND I SPECIFICATIWS I RE3iON.VA 20191 L TO ERANSFEMER W RED-ENI GRE IN PADS. O—TP GREIRE ROC-W NOPNEN DIRE TERINS A B'LEND. 0 1.V CACTI IT R. MWE PIECES W EOUIPIBE ARE D TOGETED WITHIN N Pr.A CACTI pi NCR.ALL FAOUxO WIDG WISi BE BWO[D TOG[T[p WITH[WPNIY AND I C.APPADVEO—.an. CdP[N2D ClearBlue ® Wµuux 60x0IRDP°i°WGFR ME R00 I :v:n rr:n P[R NEC ISO.N(A)(1). 113 T<S F.�<roo wsi.LLm aRR IEm.I /3/O EC o PESRn�EL Dewberry® cRND I Psie,-E j Dewberry Engineers Inc. _ nNN.—PER e6swYER siPEET II Wwxn .W F W]¢. i surtE Ta➢ I} TARS 6➢ri.1BEDF, BOSiON W0111n III I III I} r__ 6 rt qN PADr Ir .MUD:NO ABOVC PAN Bet0 S➢D[V4 PONE:BI).eY.Noo 1 i FA%en.66sm1➢ �I. BARE� m rr,lcEnEn V,PADS>50 ELECTRODE BVA E°2500 PER NEE ISO66(R) I xTcD AD a /1 UN E`ELECR o°IpECE.sED SEOF NE{yY E CDDucmn°(m.) EOWNENT co DLucrors rD E NEC N GI N O 'PER OR 12) C, ri> c E H LECTRDDE OLN D ELECD /B18'- WITHU1x'IN.S TROCOE SPPER CU0- D L GR w51A1UDO ' OUxD R00 x PER NEC CONDUCTOROU DINCC R 1.NEC ISO.SIIA)ts),xSO.SJ(A)W 250.68 \w• W 150.66IA) -1 1 41 $ i ..CABLE LPAIN F 0575- O 09 EA GROUNDING SCHEMATIC Am AROFEssLo � 05130125 . \ I I I ➢RRWN Br: m SEE m c 1 W0. [HCCAED NOTE BY: OER scE rz 1 CADWELD CONNECTIONSEEN - OR ENGINE£P APPROVED EOVAL APPREVED BY: SEE p1.W FROK<i/: b165656 N4 AWG BARE CI,GROUDING AB I� 50t00161 ELECTRODE CONDUCTOR LLEL xowzox G 5 PROPOSED NON-METAWC LABLE TO REBAR HORIZONTAL SPLICE CONDUCTORS G SUBMITTALS CONCRETE PROT SL TEE CONNECTION HORIZONTAL SPLICE OF HORIZONTAL ELnVE EEVE SEE NOTE 1 CABLE TAP TO VERTICAL ROAR CABLES PARAIlEl PARA rAt ROUNDING DETAIL THROUGH CONNECTION REV. BE 'PEON OF HORIZONTAL CADLES ME P.I ME SS TYPE PT NOTES: III—I Imo—III—III—'III I I—III—III=I I I I I I-1I I=III—I I 1. ALL HARDWME SHALL BE SINNlE55 STE0.]/B'OLWETER OR URGER.ALL 3 OS/JO/33 R6UE0 FOR RNAL III II— —II I II— I III I HORIZONTAL STEEL PARALLEL HORIZONTAL HARDWARE ID-B ST.VNLESS STEEL INCLUDING LOCH WASHER;COAT ALL SURFACE; ] IR/O3/x1 Bsu6➢FDR r1xAl SURFACE CONDUCTORS I WIM AN A)RI-OIOOANi COYPWND BEFORE WTxG. 1 IJ CLLI �I —III I��I—I I usT�E` OR ENIE CONNECTIONS IO MT STEEL SURFACE OR APAILLt DEAD FND TAP OR D9/03/24 RSUEO MR FINAL CONNECTION -I I—I OR ENGEOEE.APPROVEO HORIZONTAL NSFEPE DRIZOM I- UCONDUCfOR 2. AND STEEL COAT ALFOR GROUND BON LO STEEL ON-SURFACES WITHNAN ANTI-0°ADANT COMPOUND BEFOREEEN LUG -TING. 0 O3/10/11 ISSUED FOR 901:REv:Ew — ED CONCRETE 3. 2014 NEC250.121 EACEPIION:A WIRE-TYPE EOVIPMENT GROUNDING CONDUCTOR PRO SO INSTALLED IPYIN COY LE PUANCE—250.6(A)AND THE APPLIGB REOUIREYENTS FOR PRO w O CO AR xAMO PAD f WIEC EAR1H 80M NE EOVENT GRO D UNDING CONDUCTOR AND THE GROUING ELECTRODE CODUDroR IN RANTS R E.AND M OF MIS ARTICLE SMALL BE POWFFTEO 10 NYPA-SOUTHDLD NOTE PROPOSED COMPACTED R SERVE AS BOTH AN EDEFYENI GRDUNDID CONDUCTOR AND A GROUNDING CLEAN GRAVEL BOND JUNPER R VERTIGL PIPE VERTICAL STEEL SURFACE ELECTRODE COD.101I. (SITE NUMBER:701192) 1. nEB ED TO AR RONOGEINER W11H SEE. FEEL.FABRICATED GREEN CABLE DOWN AT 4Y TO— CABLE DOWN AT-i0 VER— E W ER WIRES OR CAOTHYIC WELDING STRANDED INSUUIED OF VER ICAL PIPES STEEL SURFACE I CLUDOIG PIPE SITE ApOFE TYPE 2-YA-2 ME VS ME Vs 54375 MAIN ROAD CONCRETE ENCASED ELECTRODE DETA� �\� saL<GROUNDING NOTES SOUTHOLD,NY 11971 scAlc x.r.s. \ :N.T.S.xT SHEET 11r1E COPPER LUGS HORIZONTAL TEE THROUGH CABLE TO TWO HOLE-LONG TEE OF HORIZONTAL RUN AND GROUND R00 GROUNDING BARREL LENGTX TAP CABLES THROUGH CABLE 1D TOP OF GROUND ROD SCHEMATIC & DETAILS ME YA-3 TYPE TA TYPE OF 5NELT NUMBER CADWELD CONNECTION DETAIL 3 G-1 su c N.rs // ); \•\ NOTES: �L `{, I. SOD FIRST IC TE FR FALL MUST ESTABLISH TH ROOTS ROOT it/, ME FIRST WWTER GROST.DETERMINE WHEN THE FIRST FROST ��electrtfy / �• )� USUALLY OCCURS AND PLANT THE SOD NO IAnet THAN ONE YONN BEFORE THE FIRST FROST.IF ME CONSTRUCTION IS ��/)•� /''( /j \\` FINISHED IATER TUN ONE WNW BEFORE THE FIRST FROST, I.rII I JerlC\.I US C STRAW UNTIL SOD CAN BE WSTFLLED. l �i \ \`Z `` 2. WE CONB—TQR RETURN SIDEWALKS G ANDSPWG, BECTRFYAMERK;•— RANTERS IRRICAT SHALL ON SYSTEMS OTHER ANY OER FALRlTIE9 ZDm EDMUFD HALL DRIVE SUITE2m DISTURBED BY THE WORK TO ME SAYE OR BETTER CONDITION RES10N.A20191 THAN EIRSTEO PRIOR TO THE COMYENCEUENT OF ME WORK. 1. HAND DIG TRENCH W PROJECT L VON TO AVOID—TING UNDERGROUND CONDITIONS.CONTACT ENGINEER IF ClearBl �/� //�% \ \\ • \ UNDERGROUND CONDITIONS CONFLICTPO WITH PROPOSED ye e ����� f^" // �• a1T\\ .. PROPOSED ACCESSIBLE STALL AND ACCESS AISLE SMALL NOT ... Q �F a• \,, EXCEED 29 1—SWPE IN ANY DIRECTION. ACCESS A U SHALL BE PAINTED WHITE WIN.HATCH LINES SPACED A w y j V \ \ �) MA%IMUN OF]8•(INCHES). PAINTED LETTERING SHALL BE A AJGV; \1 \ OF IZ INCHES IN HEIGHT. • Dewberry �Rr�y //' //,! >' \/ \(y.: •'\•.\f \\L \\'`� i Dmbeny Engineers Inc._ .fir} romMA 10 ,,.•,, � `\�;, \`Y� \ �` \\\ri\ \ �< � °P'A.L�ei.iiss'°�ito.uo �:%// r �;� �'��\,�; R \\` ~\\� \� \\ \ v \\ �\ ``\\\`• of Ne /�� ;.f` .,N \, ®�W •• \\\\\\\ \ 05/30125 f�. � .°". \ \\` \\. \\ \ � \�C1��b� \\\\\ \ `�•`\ I .•'' \\ DRAWN BY: JO \o�y •f'•f TOPu ./s'r \ .\i�o\ \�\.�\�\JI�I►� '��` � \ \\` ' !!' P RAa I.ss w Da T .PPRDvm B.: Iu W\ p�y� PIPE(Trv.)AMzm sTFn Ix 0%2.70 PROECT/: 50163698 A G SICm PIE(mJ JOB/: SOIm101 \ \ \ \ G \ \ SUEcuvAwzm sT[m WIREy z• TTOPAxG EB co sLLv cEs SUBMITTALS` \ \ \ \ \\V•\ \ \ \ \\ \ \ AND BWm mNmNYMO TOREV. wTE DCSCRIPTWx AS. ASTu AJsz AA81,reee,oR Fsn. \ \ y \\\ \ \ \ \ \ `�• ,``,/-' NUNNSNME—TH AS SSUC0 mR'H- \ I2/OJ/2A FOR FIxAL 1 09/0! —/2x FOR FIxAL 0 m FOR IBsOED R FINAL OWN FENS T N e D A 03/20/24 ISSUED 90i REVI mR EW\\ \\\ (::BSI 6) I, C-Q• - �FALLNES \ — N PRIA'DE WEX:Nm TFJJPORARx' N SITE YPA— SOUTHOLD E NUMB \\\ \ \\ \\ Lt` Ie FENCE AxCXORS(PROOYCi CODC (SITE 701192) 1 COxSTRUCipN 111.)OR APPROVED mOAI ~"� J STAOwG ARFA \\\\ \ \ 11T \ \ \ 54375 MAIN ROAD IT. \ NOTES: SOUTHOLD.NY 11971 CO LI�IC1gx \\ \ LEGEND 1.CONTRACTOR SHALL VEWFY DUCT LOGTXIN OF FENCE WIN NC rwuxc ExrRAtxE \ OWNER'S CONSMUCIION WWACER PRIOR TO WE START Of SHEET TIRE \ WORK/STAGING AREA LONSINCTON. cOxSTRUtnDx STAOwG AREA 2.CONTN CTOR SHALL REMOVE FENCING AT COMPLETION OF PROJECT STAGING PLAN ENLARGED SITE PLAN AND PATCH PAVING AS REQUIRED AT FENCE MST HOLES SCALE 1 10 m 1111T 77 mN IA7-DOWN ARU '''s'F°"R'z'�`• STRIFlId1 TEMPORARY FENCE DETAIL 2 SHEET NWBEA O' TENT.—FILAITIES SCALe HT.S. S P—1 cDs COMMERCIAL INFORMATIONAL REPORT DISCLOSED MATTERS VICINITY MAP _ r NQIES CORRES-NOINNG TO INiOR-0-1E10RT; ,�6•F• LIMITED TOPOGRAPHIC SURVEY o TITLE DESCRIPTION o.°oe SITE f„a" 0 3 4 a56 AE4' NOT l0 M. � `\ � armoe�s+ouw.rta.,m,wn •aE„xv..ae NORTH ARROW/SCALEc ,<aagP g ti F aaos wnwP.cawucua,wra \ SURVEYOR NOTES LEGEND �s9 S '� f �A� u•.anarunun Pew,rnw.wcaxcrP¢Meoar eve.uwwuee.+aonwnamm — _ _ �/% \\ .wt rmo-omw<fm-autm � F� \Q+\``� \� .�„o wiee.nnim.vou�rtamse.,a`uvumeravn�u.Emux,m[amw.ccmvrwrw,,, �tmr // \�� T\`s1,� \ �y\ c� c` a mars,aw• ,nn.mw,Pw,aM.Jonow.a,aY.,s.,go,w.o ..nD. 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CDS BOUTHOLD,NEW YORK 1M911 COMMERCIAL Protect Name: DUE DILIGENCE SENICLS Door,�D^a et�mmaDwosge se se,wnam rmnai.m.M•bw•P�uh CbNYP0.70M19L5DDUddSouerolO NY wpa.q,a unyn.e 2.a,a•a,.huwgw. b,wJ Web.ukhvwgam woad CDS P"dNumber: assowa Dm .,m"00, s^'•••e•,w:�..w,.a,�....en Du.Dsw..s.,o-a '' 'I z,IM ID58 Sheet Psx I LED S, ........... Im 1-4 ---------- lu LU —9.m.- I'—Im.mn d- 1. —.;f. ft.1.9-11Y lh.—1.1— —1- —w— —.9 wm"h 9-11 ml 7-1 lz'--,n-1-t