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HomeMy WebLinkAboutHenry's Ln a t * * * RECEIPT * * * Date: 04/05/16 Receipt#: 202381 Quantity Transactions Reference Subtotal 1 Excavation Permits 1122 $74730 Total Paid: $74730 Notes: Payment Type Amount Paid By CK#14202 $747.30 Pseg, Long Island Southold Town Clerk's Office 53095 Main Road, PO Box 1179 Southold, NY 11971 Name: Pseg, Long Island 333 Earle Ovington Blvd Ste 403 Uniondale, NY 11553 Clerk ID: LYNDAR Internal ID 1122 Permit No. ' TOWN OF SOUTHOLD HIGHWAY DEPARTMENT RECEIVED Peconic Lane Peconic,New York 11958 a ' (631)765-3140 APR _ 4 2016r �� APPLICATION/PERMIT FOR HIGHWAY EXCAVATIQN1 , 'iark 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 the excavation 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 Tune 1. �sG ll bo Ai4i(A.� 10 o1. Name of Applicant Phone Number Address of Applicant 2. Name of Contractor Phone Number Address of Contractor 3. Name of Property Owner Requesting Service(if applicable) Address of Owner )77o—rk Description 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 1gnature of Applicant Application/Permit Form is / Required for a complete application! :3, 73— 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: t-1' / " f� Completion Date: 6- 1-16 8. Work Schedule: Phase Completion Date Excavation Work Schedule Facility Installation Must be provided Backfill&Completion for consideration as a Pavement Replacement Complete Application. 9. Under 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 of Proposed Work: $ 11. Remarks: '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 $150.00 Al. /Service Connections excavations @$20.00 $ 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' in depth • �® 0-100 L.F.=$30.00;Additional I CiCL—L.F.@$0.30 $ 5Rq 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 TOTAL$ / / ', 30 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 Conditions"of permit ' any)attached hereto. SUPERINT DENT OF IGH AYS TOWN OF O H YO AA A \Uaele' .Orlando #'�/'/ Date Date Received by the Town Clerk L1u Date Permit Issued qW� Permit No. o� 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 Copy Distribution: �-Z Permit# Highway Department Engineer(with page 3) Applicant Town Clerk(Original) INSPECTOR'S RECORDS Inspection Date Findings (use code) Applicant Notified 1 St 2nd 3rd 4t' (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. Permittee's Contractors to Comply with Permit Requirements: 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. No Riaht to Trespass or Interfere with Private Property Rights: 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 Future Highway 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 the Permit by the Highway Superintendent: 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 that they 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 completed work to the Town Highway Department and request a Final inspection. 6. Storage of Equipment&a 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 that does 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. S. 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 Construction Debris in Road Shoulder 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 Fill Only: All project back-fill shall consist of clean sand, gravel or soil(NOT asphalt, slag,flyash, broken concrete or demolition debris). All unsuitable soils excavated 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 or planting is impractical due to the season,then the area shall be stabilized with straw, hay mulch and/or jute matting until weather conditions favor germination. 13. Backfill& Compaction of all 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. Schematic Plans with all Technical information and Scope of 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) Over-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(1.5") 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. Trenching of Pavement Surfaces Exceeding One Hundred (100')Feet in Length: All trenching of pavement surfaces exceeding 100' in length must first be reconstructed to meet the requirements of Item # 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). sly REQUEST FOR TC1biN OF SOUTHOLD PERf9IT IEEE oaTc3 / 23 / 16 THIS PE1 Rf1IT IS REQUIRED TD GUIDE DRILL THREE CONDUITS FROf�1 THE PECONIC SUBSTA. TIDN DN SDUND ' ,iIEW AVE W 460 ' WEST ) THEN x , 631 ' SOUTH ON HENRY ' S LN TD THE INTERSECTIDN OF CR - 48 . PERMIT REQUESTED BY. PSEG LONG ISLAND Q . N . [:] C . N . [:] W. S . ZE.S. iF;t DISTRICT 1300 iYPE OF ROAD H ACA D AMTSERVICE FOR NarIFICATIaN# 9-00000015213 CHARGE tiCCoUNT# DISBURSEMENT TO BE YIPCE OUT TO PETTY CASH � TO BE BILLED � NO FEE RETURN PERMIT TODISTRIBUTION LESIGN DEFT . 1 2 3 4 5 6 7 8 9 10 Q N \ \ _ Approximate High w2y R. 0. W Line 11 4,1011 — �+ 2411 411 1'124" W \ 74 g' HEDGE ASPHALT GRASS GRASS • WOODED AREA GRASS :r M �.,.., 22 �^ GRASS GRAVEL 61"PLANTER GRAVEL M ©gel a12" ASPHALT O � \ lgll 14,11 m •-� 917- SOUNDVIEW A _ ALT - AVE W _ HL 5+00 �+ HL 2+00 rip o \ O JM �7 '- - - HL 3+00 log k 4� HL -,+00 _ T1=L ' o 3 MIN ---- GRASS 0 r _.._-....__._.,_ t• � d A TEL, 18'. 11 -- .1 4 6 11 DEAD ENS . . TELE �� TEL TEL i 141411 \ TELL. I TSL 11811 4 TEL TEL TELL_ LI - 8 8 &))12" a 1611 �6 11 18,30" � a GRASS 10 NO NUMBERGRASS � _ W00 _._ _ — --- — —. -_-h10..pIUMRER _ -2 -'12;12"- `�\ WOODED AREA INSTALL 3-6" HDPE W.WDED ARES, BY HORIZONTAL J STA HL11+B 6RIED SPLICE PIT \ WOODED AREA DIRECTIONAL DRILLING. ` \ `\ \ Tor 460 PIT-TO-PIT 1� o HDD EXIT/ \ �- BURIED SPLICE PIT i� ` }��� �b + 88-7K5 FEEDER CUBICLE `_ STA HL 6+09 G\ �\ f = 2 \ X (Pa I 3-6 HDPE BY H[?D \ C) 592't PIT TO PIT ee A r tQ 1-1 PECONIC c.� p, 4 SUBS TA TION I `� "r^" w' I)II)NNGO _ 1cc� �aTct4 TOp �o k M + S.�ATIO 01 -Z N ` Z x C \ \ p 515 \ , qy �`, 11011 NE NE HL 0+00 1 V 7� PLAN VIEW SCALE: 1"=20' D O -- EXISTING GRADE OVER BASELINE 36" COVER 3-6-" HDPE ELECTRICAL MIN. CONDUITS INSIDE ASSUMED 2 MIN. CLEAR (TYP) 16" DIA. BOREHOLE i O 15 I 3 HDD EXIT/ _ Q BURIED SPLICE PIT10 - __. C4 Ln o o 0 o w U) Q Q Q U w I > >1 > BURIED SPLICE PIT w HDD EXIT/ 0 wU _._ J 5 -j wU- o 0 Xw PO F ``' V-) HL 4+00 HL 3+00 HL 2+00 HL 1+00 HL 1+50 HL 7+00 HL 6+00 HL 5+00 PSEG-LI PROFILE PECONIC FEEDERS SCALE: 1"=20' HORIZONTAL PECONIC, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NY SCALE: 1"=4' VERTICAL GENERAL NOTELU INSTALLATION OF 1. EXISTING UTILITIES HAVEBEEN LOCATED IN FIELD BY BL COMPANIES ON 01/13/2016. IED ELECTRICAL LINE 2. EXISTING UTILITIES HAVE BEEN LOCATED IN FIELD BY GAYRON DEBRUIN ON 01/25/2015. Companies 3. RIGHT OF WAY LINES FiAVE BEEN PLOTTED TAX MAPS ONLY BY BL COMPANIES, FEBRUARY, ARCHITECTURE 2012. 4. UTILITY SURVEY DISCOVERED POSSIBLE EVIDENCE OF WATER MAIN/FIRE PROTECTION MAIN SCALE IN FEET ENGINEERING ON HENRY'S LANE TO BE WI VERIFIED IN FIELD. IF IN CONFLICT TH PROPOSED ELECTRICAL LINE, PLANNING 175 East Old Country Road 20 1 0 0 20 LANDSCAPE ARCHITECTURE Hicksville, New Yo NOTIFY THE ENGINEER IMMAEDIATELY. LAND SURVEYING 0 03/16/16 MG BD JYtI PC PC SC ENVIRONMENTAL SCIENCES VENDOR PP-01 NO. DATE W.O. DESCRIPTION DWN BY CKD BY REVIEWED APPD AS NOTED DWG. No. 1 = 20 274 Madison Ave,Suite 1401 CAD/LAN DOS FILE NO. New York,NY 10016 (212)529-6543 PP 15C566601 DWG. NO. 3 OF 11 SYSTEM CABINET NO. FOLDER NO. GRID NUMBER 1 2 3 4 5 6 7 8 9 10 #1770 1050 O�c HENRYS LANE # � �0 HENR YS L A NE#1500 L_J��Pi � ...� HENR YS #94 O () LANE HENR YS L E O z C) L4 Z A pO + 0 o ' 0 ' w CIA 4'18" 4' SPLIT RAIL77 f _. 2.20" n' U.G. TELE. __ _ U.G. TELE. — - - W �� LIL485 _TEL TELE. _� _ —_ - _ n u .__ GRASS ASPH - U IL _ -�.R _. W �,�g GRASS LIP�410 GRAS 2 �\f� WOODED AREA cxm --- TV TV Tv ���' GRASS ASPHALT rm ® ,�; GRASS HALT 24�` - ASPHALT D -END --- --- f -�. N ,._ -_- TV __ _ SL CILDR �... - . _. _ . IV 2 U.G. WATER `1' HL 1 +00 N RYS LANE HL 11+00 _ tL_ __ , - 0 H 1 0 ---- 7r+A�z H L 91 ---�- - - - -_ _ - _ - - - - I- l HL 8+00 _ _ rS i D y EL�E —E E E E E E E --- E �: —. E , B HL 00 AI I... - — 3'-6" MIN. E E __---- E — E E i. _ E ._ E —E E E 5' IN x E E -- E E E - -- ---- -- GRASS 6�� RASS GRAVEL GRASS PLANTING PLANTING AREA GR \ + GR S AS71T PHALT ��,,,�,.._ „ 12 2,10 10 ASS HALT ASPH T ATV ---- E 24 AREA QA_TV --TV 4,6" TV - - GR CONG�B`— 6., ASPHALT (- 12) .."... a v::; TV _ `Z Ar C_.1 _ WOODED AREA LIL487S � A TV TV ,�. rv-__- ___ Tv --- TL 'Ary � Tv INSTALL 3-6" HDPE HDD EXIT/BURIED SPLICE PIT �'" INSTALL 3-6" HDPE 0 BY HORIZONTAL STA HL 12+01 BY HORIZONTAL DIRECTIONAL DRILLING. DIRECTIONAL DRILLING. 592' PIT-TO-PIT 600' PIT-TO-PIT lize 0- l-,-I q_l 3 W #17 5 z Q #1395 HENRYS LANE HE RYS 7 LANE , 9 95 = HENR YS L A NE #8 5 HENRY LANE PLAN VIEW SCALE: 11"i D O o25 25 O Q20 Ln E - _ _ O o EXISTING GRADE OVER - __. __.__. 15 Z BASELINE Z 36" COVER HDD EXIT/ MIN. BURIED SPLICE PIT 10 10 2' MIN.' U CLEAR (TYP) 3-6" HDPE ELECTRICAL CONDUITS INSIDE ASSUMED - V w W 2 Q 16" DIABOREHOLE W pp . Z . Q 0 ui w , F X. v)NLj WI <Lf)Q HL 7+50 HL 8+00 HL 9+00 HL 10+00 HL 11+00 HL 12+00 HL 13+00 PROFILE PSEG-LI PECONIC FEEDERS " ' SCALE: 11"I HORIZONTAL PECONICTOWN OF SOUTHOLD, SUFFOLK COUNTY, NY GENERAL NOTE SCALE: 1 =4VERTICAL , INSTALLATION OF 1. EXISTING UTILITIES HAVE E3EEN LOCATED IN FIELD BY BL COMPANIES ON 01/13/2016. BURIED ELECTRICAL LINE 2. EXISTING UTILITIES HAVE IOEEN LOCATED IN FIELD BY GAYRON DEBRUIN ON 01/25/2015. 3. RIGHT OF WAY LINES HAVE BEEN PLOTTED TAX MAPS ONLY BY BL COMPANIES, FEBRUARY, Companies 2012. 4. UTILITY SURVEY DISCOVERED POSSIBLE EVIDENCE OF WATER MAIN/FIRE PROTECTION MAIN ARCHITECTURE ENGINEERING I PSEG-LI ON HENRYS LANE TO BE VERIFIED IN FIELD. IF IN CONFLICT WITH PROPOSED ELECTRICAL LINE, SCALE IN FEET PLANNING 175 East Old Country Road NOTIFY THE ENGINEER IMMEDIATELY. 20 10 0 20 LANDSCAPE ARCHITECTURE Hicksville, New York LAND SURVEYING 0 03/16/16 IG FOR M AC PC SCALE VENDOR ENVIRONMENTAL SCIENCES No. PP-02 1„ c 20, N0. DATE W.O. DESCRIPTION DWN BY CKD BY REVIEWED APPD AS NOTED DWG. 274 Madison Ave,Suite 1401 CAD/LAN DOS FILE NO. New York,NY 10016 (212)529-6543 P P 15 C 5 6 6 6 01 DWG. NO. 4 OF 11 SYSTEM CABINET NO. FOLDER NO. GRID NUMBER 1 2 3 4 5 6 7 8 9 10 #390 HENRYS LANE cn --1 #830 #500 W x 4 0 HENRYS LANE #600 HENR YS LANE --j > _ 1 #720 HENRYS LANE > � HENR YS L A NE 0 -� 0 = Z 0Z r ry J J V WZ 0000 0 A c . L" Z 0 00 .p. cn 00 29.01ll _ ,8" 2" - roxlm O _ . _ _ - - _ --- - - - - -- - -- = - - u.0. �---- 16" TEL TELj U.G. TELE. — 27.54 1g 4 28.60 LAN I ��, 2 "U�LIL482 ' Ym i TELE. TES, GRASS �� ASPHALT COLUMN COLUMN �U LIL48 27 27.39 SCALLOP BRK. ASPHALT 1�NO NUMBER GRASS GRASS GRASS 27.17 27.36 SCALLOP BRK. 27.25 GRASS GRAVEL M V SPEEDLIMIT30 ASPHALT ® my ASPHALT 0°v / HAILT 24 � GRASS EDGING EDGING ® R-2 INV, 72 HL 15+00 HENRYS LANE HL 16+00 HL 17+00 r HL 18+00 - HL 1 +00 HL 14+00 -� - (TOWN OF SOUT �OLD} T -E -E �-E E E E -E -E E E E --- E -E - E --- E E E - E - E ::+E E 'er —., I z- Willy TV —. _ —. 4 R-26.74 --- B .—.,.'_ _ M GRASS I M� x TV QA1 INV.23.54 I . • ASPHALT 28 TV CATY ASPHALT OPHALT �tA�Y --- TV ASPHALT 2 x TV-' �� ,- ___ _. _ , ATV , C --- ---- r TV � Mv mcg 2" 6" GRASS 4�� a16 GRASS _. — a„ � 8.. 6" QO�� 4' CHAIN LINK FENCE INSTALL 3-6" HDPE HDD EXIT/BURIED SPLICE PIT BY HORIZONTAL STA HL 18+01 DIRECTIONAL DRILLING. 600' PIT—TO—PIT 2 c #745 l� (� tQ 625 � ,#2 75 HENRYS #8 HENR YS L A NE # HENRY LANE HENRYS LANE r..� LANE PLAN VIEW SCALE: 1"=20' 35 0 35 LO o M+ W + 30 _ _------__..._____ _ �.. ___--_.__.__._..____ _.___._-_._.____..-_ _ EXISTING GRADE OVER BASELINE _ Q cn ; cn 36" COVER -------------- 25 — MIN. _._._.. __ _._..____- ___._.- __.__- E 25 O Z Z • ICAL CONDUITDS ENS DE TA ASSUMED 20 16" DIA. BOREHOLE _ -_ ---. HDD EXIT/ Q BURIED SPLICE PIT 0 _ I_ 15 _ F— 15 1 Q FHL 16+00 HL 14+00 HL 15+00 HL 17+00 HL 18+00 HL 18+50 HL 1,3+00 PSEG-LI PROFILE PECONIC FEEDERS SCALE: 1"=20' HORIZONTAL PECONIC, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NY SCALE: 1"=4' VERTICAL INSTALLATION OF GENERAL NOTE 1& W BURIED ELECTRICAL LINE N 1. EXISTING UTILITIES HAVE BEEN LOCATED IN FIELD BY BL COMPANIES LOCATED IN FIELD BY GAYRON DEBRU NN ON 01/13/2016. 01/25/2015. 2. EXISTING UTILITIES HAVE BEEN Companies 3. RIGHT OF WAY LINES HAVE BEEN PLOTTED TAX MAPS ONLY BY BL COMPANIES, FEBRUARY, ARCHITECTURE PSEG-L 2012. SURVEY DISCOVF-RED POSSIBLE EVIDENCE OF WATER MAIN/FIRE PROTECTION MAIN SCALE IN FEET ENGINEERING 175 East Old Country Road 4. UTILITY PLANNING VERIFIED IN FIELD. IF rk IN CONFLICT WITH PROPOSED ELECTRICAL LINE, Htcksville, New o ON HENRYS LANE TO BE VER 20 10 0 2Q LANDSCAPE ARCHITECTURE NOTIFY THE ENGINEER IMMI=DIAELY. LAND SURVEYING 0 o3/ts/ts ISSUm FCNt eo arNN/f�v PC PC SCALEVENDOR ENVIRONMENTAL SCIENCES AS NOTED DWG. N0. PP-03 NO. DATE W.O. DESCRIPTION DWN BY CKD BY REVIEWED APPD 1" = 20' 274 Madison Ave,Suite 1401 CAD/LAN DOS FILE N0. New York,NY 10016 PP 15C566601 DWG. NO. 5 OF 11 (212)529-6543 SYSTEM CABINET NO. FOLDER NO. GRID NUMBER 5 6 7 g g 10 4 MA 1 3 W TCH / 11 TO p / #390 S*rA V ON NO, � C 8 HENR YS 4 LANE #280 / 0 ► � � I o o + 1 K HENR YS LANE , 150 I / ► /' 1 i A HENR YS LANE Lp Q ix 20 f 71 _ d 7l T / Noor, r 0 / Qmozo;zoo ► ^�1 �� A n - cc � � f V , Z ('0 c), O I, O • WOODED AREA /\ I �' 1 N U < , 1 �-�00 Un 4 06 1 1 c C14 / co lb 0 GRAVEL U.G. TE \ 1 �3 . _ — — — — — — v GRASS G ,.l 1 21 2' p r xim o to _ iqh w _ _ — v — — — LIL480 y TEL — .G. TELE. VTc� TE - i> . 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E\ U / O INV.23.54 GRASS A N TV TV ––– S OP 00 07V 0]V _ - INSTALL 3-6" HDPE a~•v II o i / �e� -� " ~ I 4' SPLIT RAIL 4' SPLIT RAIL 4' SPLIT RFS BY HORIZONTAL WOODED AREA DIRECTIONAL DRILLING. 04}39 PIT-TO-PIT. -►a. _ �� 00 C0 1 ,�i D 1-- o N co / PLA VIEW w C � � (b I 0 N 1— / 00 V --j �g 'f P Zt� ��= t "' Z N / o I PARE CA - I - "' •"� S �� / L1. .0 1 � t i I TQC / U M W (j) i 1 �1` 'if C p N Z 00 C Ki 2r > v - - S P ARE—CAP l_l� ° / v co a 00 in Iron , 395 HENR YS MATCH TO DWG Found LANE SPLICE DETAIL STATION HL / 23 50 �- SCALE: 1"=3' PLAN VIEW SCALE: 1"=20' 40 O 40 r- � M -f-' _-__..__ ___ _.__-_._ N 00 35 l a -- cn - EXISTING GRADE OVER__ BASELINE -`' _____...__._. _ -- ._� .-_ _ __-- 30 Lf) 30 - O . I E C _ O i I ____..__ m.--------__- - 36 COVER 2' MIN. 25 MIN. CLEAR (TYP 25 HDD EXIT 0 _.. . / BURIED SPLICE PIT ui 3-6" HDPE ELECTRICAL 20 V i ___-_.___. -_ CONDUITS INSIDE ASSUMED ---- - -- _..____..__ Q U 20� ____-___-_____.__�_________ _ 16 DIA. BOREHOLE v o '�' _ ► u7 __ a CO C4 - - - C4 I v '_ II �► N CV O — x Z_ x > 1+ HL + w F i,., z HL + 0 HL 3+50 — HL 1 + HL 19+00 PSEG LI PROFILE PECONIC FEEDERS PECONIC, TOWN OF SOUTHOLD, SUFFOLK COUNTY, NY SCALE: 1"=20' HORIZONTAL SCALE: 1"=4' VERTICAL INSTALLATION OF GENERAL NOTE W BURIED ELECTRICAL LINE 1. EXISTING UTILITIES HAVE. BEEN LOCATED TED IN FIELD BY BL IN FIELD BY GAYRONPANIES DEBRU NN 01/13/2016.ON 01/5/2015. Companies _ 2. EXISTING UTILITIES HAVE BEEN LOCA 3. RIGHT OF WAY LINES HAVE BEEN PLOTTED TAX MAPS ONLY BY BL COMPANIES, FEBRUARY, ARCHITECTURE PSEG 2012' AIN SCALE IN FEET ENGINEERING 175 East Old Country Road 4. UTILITY SURVEY DISCOVERED POSSIBLE EVIDENCE OF WATER MAIN/FIRE PROTECTION M PLANNING Hicksville, New York ON HENRY'S LANE TO BE VERIFIED IN FIELD. IF IN CONFLICT WITH PROPOSED ELECTRICAL LINE, 20 10 0 2Q LANDSCAPE ARCHITECTURE LAND SURVEYING 0 03/16/16 Issum R1R W '�m K � SCALE VENDOR PP-04 NOTIFY THE ENGINEER IMMEDIATELY. ENVIRONMENTAL SCIENCES AS NOTED DWG. NO. N0. DATE W.O. DESCRIPTION DWN BY CKD BY REVIEWED APPD 1" = 20' 274 Madison Ave,Suite 1401 CAD/LAN DOS FILE N0. 6 OF 11 New York,NY 10016 P P 15 C 5 6 6 6 01 DWG. N0. ONO (212)529-6543 SYSTEM CABINET NO. FOLDER NO. GRID NUMBER