Loading...
HomeMy WebLinkAboutMain St, King St, Willow Terrace Ln * * * RECEIPT * * * Date: 03/22/16 Receipt#: 201766 Quantity Transactions Reference Subtotal 1 Excavation Permits 1115 $890.00 Total Paid: $890.00 Notes: Payment Type Amount Paid By CK#34350 $890.00 National, Grid -Gas Permits. Dept Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: National, Grid -Gas Permits. Dept 175 E Old Country Rd Bld 3 FI 1 Hicksville, NY 11801 Clerk ID: LYNDAR Internal ID* 1115 Permit No. _ RECEIVED TOOF O HIGHWAY DEPARTM NT Peconic Lane BAR 2 1 201 4 Peconic,New York 11958 a (631)765-3140 Southold Town Cj APPLICATION/PERMIT FOR HIGHWAY EXCAVATION AND REPAIR APPLICATION IS HEREBY made to the Superintendent of Highways of the'Town of Southold for the issuance of an Excavation Permit pursuant to Chapter'237-of the Code of the Town of Southold,Suffolk County,New York,and other applicable laws,ordinances or regulations for each individual contiguous excavation project herein described. The applicant agrees to comply with all applicable laws, ordinances,codes and regulations,the attached"General Conditions of Permit"and"Special Conditions", if any and to permit authorized inspectors to make necessary inspections of the job site. Print or Type Keyspan.Gas East Corp D/B/A National Grid Gas Permits Dept. Bldg: 3 FI: 1 ! 175 E. Old Country Rd Hicksville, IVY 11801 Name of Applicant Phone Number Address of Applicant 2. Name of Contractor Phone Number Address of Contractor Name of Property Owner Requesting Service(if applicable) Address of Owner 4. r�Ir ®G2r�iu�1�164 6r GSIGtdW M/ `®pr� Work Descri tion and Location(Street Number,Hamlet,Cross Street) (a) Is construction located within 75 feet of tidal wetlands? *Yes No *If yes,other Town permits may be required. NOTE: All information requested by this Signature of,9c�plic t -Application/Permit Form is p _, Required for a complete application! fff �i&� Date 5. (a) Attached plot plan to reasonably and adequately describe the proposed work. Provide accurate schematic site plan showing the location of all proposed excavations and relationship to adjoining premises,public streets or areas,and give a detailed description of all site and pavement restoration work. (b) Attach all other necessary permits and licenses for this project. (c) Work covered by this application may not commence before issuance of a Highway Excavation Permit,by the Town Clerk. 6, Tax Map No.: District 1000 , Section Block Lot 7. Starting Date: Completion Date: 8. Work Schedule: Phase Completion nate Excavation Work Schedule Facility Installation Must be provided Backfill&Completion for consideration as a Pavement Replacement Complete Application. 9. Udder which authority is application being made: See Town Code Chapter 237(E)-Provide Resolution by,or authority from,the Utility being modified. 10. Estimated Cost if Proposed Work: $ 11. Remarks: t D-39 1 of 3 12. Insurance Coverage:(Attach Copy) (a) Insurance Company:, (b) Policy#: (c)State whether policy of certification on file with the Highway Department: (d)Coverage required extended to the Town: Any Loss including Bodily injury,property or commercial injury caused by or attributable to the work performed: $1,000,000 per Occurrence and$2,000,000 general aggregate. 13. Security: (a)Surety Bond or Certified Check provided in the total Amount of$ (b)Maintenance Bond provided: 2 years or 3 years. 14. Fees for Applications and permits: Basic Application Fee for Each Project Location - $150.00 A Project Location would include each Bell Hole and/or every road opening or excavation within any 50'Radius whether or not they may be inter-connected by open trench or directional boring. The total number of Project Locations shall be subject to the approval of the Highway Superintendent. Al. /Service Connections excavations @$20.00 $ 30 ©• No. A2. /Additional Excavations same service @$10.00 $ No. B. Excavations 18"in depth or less 0-100 L.F.=$10.00;Additional L.F.@$0.10 $, C. Excavations 18"in depth to 5' inde 0-100 L.F.=$30.00;Additional O L.F.@$0.30 $ D. Excavations 5' in depth and over 0-100 L.F.=$50.00;Additional L.F.@$0.50 $ E. Utility Repair Excavations @$10.00 $ No. Repairs same service @$5.00 $ Additional Q TOTAL$ v � • F. Notice to public utilities proof must be provided and Shall be attached to this application prior to issuance of permit. Authorization is hereby granted to the Town Clerk of the Town of Southold to issue a Highway Excavation permit to: in accordance with this application and subject to the"General Conditions"and"Special Condi3permit ' Date Date ' Date Received by"the Town Clerk Or�1 Date Permit Issued—, \� Permit No. NOTE: Permit expires one(1)year from date of issuance. No work to start without 24 hour notice to Superintendent of Highways. Permit must be available at all times for inspection,on site,during construction. D-39 2 of 3 TOWN OF SOUTHHOLD ROADWAY OPENING PERMIT SKETCH SHEET 1 MAIN ST/ORIENT ST/NAVY ST/KING ST/WILLOW TERRACE LN ORIENT POINT nationalgrid NATIONAL GRID PROJECT#7101669778 NATIONAL GRID MAP:114-36-0666 NATIONAL GRID ENGINEER:James Perry CONTACT NUMBER:631-206-7409 N DIRECTIONAL DRILL APPROX: 1,900 FEET CL C C ' C 021 X 8' 4'X 8' ' t; , ' OPENING SUMMARY: W Q)4'X 8'OPENING IN ROADWAY 32 SQ FT cc i (1) 2'X 8' OPENING IN PRIVATE ROADWAY 16 SQ FT O 2'X 8' (18)2'X 8'OPENING BEHIND THE CURB 288 SQ FT (1)4'X 8' OPENING BEHIND THE CURB 32 SQ FT NAVY ST SIDEWALKS,ASPHALTS AND DIRT OPENINGS IN MEDIAN ' 2'X 8' AREAS(NON-ROADWAY)WILL BE FULLY RESTORED IN-KIND i --------------------------- ' 2 X8 N ' ' KEY TIE-IN PIT(TYPICAL,NOT TO SCALE) Z i --- -- -- :DRILL LINE(TYPICAL,NOT TO SCALE) CL :CURB LINE 2'X 8' CL ' KING ST ' CL ------------- --z----- --------------------------------- 2'X --------------------------------2'X 8' 2'X 8' u 2'X 8' 2'X 8' O � J � 3 � ----------------I------------- ------------ SEE SHEET 2 CL CL TOWN OF SOUTHHOLD ROADWAY OPENING PERMIT SKETCH SHEET 2 • MAIN ST/PRIVATE RD/WILLOW ST/VINCENT ST/FLETCHER ST nationalgrid ORIENT POINT NATIONAL GRID PROJECT#T101669778 NATIONAL GRID MAP:114-36-0666 NATIONAL GRID ENGINEER:James Perry CONTACT NUMBER:631-206-7409 DIRECTIONAL DRILL APPROX: 1,000 FEET L Z C C M QK��Pp�l g(1 CL 1 � v cl ; CL MAIN ST(VILLAGE RD) ; 4'X 8' ; 1 1 CLi ,lir------C- -�----------------� D(1h1� CL oX 8 : � '/ Z 2'X 8' 2'X 8' 1 1 A 2'X 8' z ' -q z 1 C , N r M 1 -n 1 M 1 m O 1 y 1 � 1/, 1 = 1 KEY: :TIE-IN PIT(TYPICAL,NOT TO SCALE) M 1 1 ----------- DRILL LINE(TYPICAL,NOTTO SCALE) CL :CURB LINE WILLOW ST 2'X 8' �� g - ®----------------- � 2'X 8' 2'X 8' 2'X 8' � 4 , Copy Distribution: Permit# Highway Department Engineer(with page 3) Applicant Town Clerk(Original) .INSPECTOR'S'RECORDS Inspection Date Findings(use code) Applicant Notified 1st - 2nd 3rd 4th (To Permit Clerk) REMARKS CODE IB Improper Barricades IL Improper Lights ST Sunken Trench or Excavation UTM Unable to Measure(due to backfilling) BUC Building Under Construction WIP Work In Progress DB Improper Backfill(too high,not sufficient) HFS Inspector Holding for Final Settlement of Excavation RFR Ready for Repair D-39 3 of 3 GENERAL CONDITIONS OF`PERMIT APPLICATION/PERMIT FOR HIGHWAY EXCAVATION AND REPAIR 1. Pormittee°s•Cont'ra6tors to,°Comnly with Permit-Reduir'einciits:_ The Permittee is responsible for informing its independent contractors,employees,agents and assigns of their responsibility to comply with this permit,,including all special/site specific and general conditions imposed by the Highway Superintendent while acting as the permittee's agent with respect to the permitted activities,and such persons shall be required to comply with all permit requirements. 2. N&Riehtto Tirespass or Interfere with-'Priviite,PropertyRiuhts: This permit does not convey to the permittee any right to trespass upon.the lands of adjacent property owners.in order to perform the.permitted work nor.does'it authorize the,impairment of any rights,title,or interest in real•or personal property held or vested in a person not a party to the permit. 3. Protection,of the Highway and Yuture -lighway Maintenance:-,If future operations or highway maintenance projects by the Town of Southold require an•alteration in the position of the•utility,structure or work herein authorized,or if, in the,opinion of the Highway Superintendent the work performed under this permit-shall cause unreasonable obstruction to required highway maintenance or endanger•the health, safety and/or welfare of vehicular or pedestrian traffic,this permit shall be revoked and the utility, structure;fill, excavation,or other modification of.the highway hereby authorized shall not be completed. Additionally,the permit may be revoked if the Highway Superintendent finds that-the issuance of the permit was illegal or unauthorized or that the applicant failed to comply with any of the terms and conditions of the permit or Chapter 237 of the Town Code. 4. Revocation Of"theSuperintendent:-If the Highway Superintendent deems it necessary to revoke this permit and the project hereby authorized has not been completed,the applicant shall,without expense to the Town and to such extent and in such time and manner as the Superintendent may require,remove,all or any portion-of the uncompleted utility,structure or fill and restore the site to its former condition. 5. Notice of`Commencement:. At least 24 hours prior to commencement of the project,the permittee and/or contractor shall notify the Town Highway Department in writing thafthey are fully aware of and understand all terms and project conditions of this permit. 'Upon completion of the work,the contractor shall provide photographs of the.conipleted work to the Town Highway Department and request a Final inspection. 6. Storate of Equipment&,Materials: The storage of construction equipment and/or materials shall be confined within the project work area and/or adjacent areas where permission/legal access has been obtained in a manner thatdoes not interfere with normal highway traffic. 7. Utility Mark-Outs: The Applicant/Contractor shall be responsible for verification of all existing-utility mark-outs and shall take.all precautions to protect same. Damage to existing utilities shall'be the responsibility of the contractor and shall be repaired at the contractor's expense. 8. Road Closures: All scheduled road closures must first receive written permission from the Southold Town 'Board prior to closing a road. Temporary lane closures may be permitted with the approval'of the Highway Superintendent. This item will included but not be-limited to the installation of appropriate signage and flag men-to stop and start-traffic to allow for single lane traffic. Road Closures due to unforeseen emergencies require immediate-notification of the,Highway Department and shall be limited to immediate and/or expedited restoration of the Work Zone, 9. No-•Construetion`De_bAs in Road Slwulder,Area: All Construction Debris shall be removed`from the job site on a daily basis. _All stockpiled-soil as.well as all other project materials that will be staged within the Right-of Way must be delineated with reflective signage or other means to meet-the minimum requirements of the NYS DOT Construction Standards. GENERAL CONDITIONS OF PERMIT APPLICATION/PERMIT FOR HIGHWAY EXCAVATION AND REPAIR `(Continued) 10. Install,Maintain Erosion Controls: Required Erosion Control Measures(i.e. silt fencing)is to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is,to be maintained in good functional condition until thick vegetative cover is established. 11. Clean Fid Only:. All project back-fill shall consist of clean sand,gravel or soil(NOT asphalt,slag,flyash, broken concrete or'demolition debris). All unsuitable soilsexcavated at the site,(i.e.Clay,Bog,etc.)are to be removed from the site and not used to backfill any excavation within a Town Highway. 12. All Areas of Soil Disturbance : All areas of soil,disturbance resulting from the approved project shall be stabilized to the satisfaction of the Highway Superintendent immediately following project completion. If the project site-remains inactive for more than 48 hours orplanting is impractical due to_the season,then the area shall be stabilized with straw,hay,mulch an jute matting until weather conditions favor germination. 13. Backfill&,Compaction of itil Excavations: Back Fill shall consist of clean fill or soils which exhibit a well-defined moisture density relationship as determined to be in accordance with ASTMD 698. Fill shall be placed in maximum lifts of twelve(12"),inches thick and shall be mechanically compacted to a Ninety- five(95%)percent maximum dry density. Suitable hydraulic compaction by water jetting at three-foot intervals will also be permitted subject to,a project specific approval by the Highway Superintendent. 14.,Restoration of the Road Shoulder Area: All man-made improvements located within existing road shoulder areas must be protected to the greatest extent practical. Items would include but not be limited to driveway&private road aprons,mail boxes,sprinkler systems,trees and ornamental plantings. Excavations through driveways and private road pavements must be reconstructed to meet all requirements of Southold Town•Highway Specifications. All pre-existing road shoulder improvements that have been .disturbed during construction must be-replaced or repaired by the contractor to the satisfaction of the Highway Superintendent. 15..:Schematie PIaas with all Technical information and Scope.(if Work-_To reasonably and adequately describe the proposed work,accurate schematic site plans must be provided to show or indicate all proposed construction activity required under this permit. All Pavement surfaces scheduled for excavation must be saw cut to the full depth of asphalt and/or concrete pavements. Accurate size of bell holes or width of trenching must be,indicated by dimension or labeling. This schematic site plan must provide details on all restoration required to meet the requirements of these General Conditions and requirements found in the Southold Town Highway Specifications. 16. Pavement Reconstruction: All Pavement sections must be reconstructed in the following manner; (Note:When Concrete Pavements are Present,Please review Restoration requirements with the Highway Superintendent) a) Complete all back-fill&soil compaction work as needed'to provide a suitable sub-base; b) 0-ver-cut existing asphalt bell hole or trench by twelve(12")inches on all sides; c) Install a compacted lift of 4"thick Stone Blend base(RCA Blend must meet NYS DOT Specification); d) Install a two and one half(2.5") inch compacted lift of Asphalt Base Course; e) Install a one and one half(1.57)inch of Asphalt(Type 6)Wearing Course. ,(Provide AC at all joints) All work listed herein must meet the minimum requirements of the Southold Town Highway Specifications. 17. Trencliine of Pavement"Surfaces Exceeding One Hundred'(100')-Feet in L'enkth ,All trenching of pavement surfaces exceeding 100' in length must first be reconstructed to meet the requirements of Item 4 16 as noted above. Once all pavement reconstruction is completed to the satisfaction of the Highway Superintendent,the entire road section and/or width of road over the entire length of trench shall be repaved with a two(2") inch lift of Asphalt(Type 6)Wearing Course(Typical,shoulder-to shoulder). s�ly