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1000-85.-2-9.2
Project Information SITE NAME SOUTHOLD SITE ADDRESS 37645 NY-25 PNY 11958 LATITUDE 41'2' 24.648" (41.0 40180N)NEW YORK STATE MESONET LONGITUDE: -77 27' 57.096"(-72465860W) Project Directory TOWER OWNER: NEW YORK STATE MESONET GQGJ'I T y O APPLICANT: NEW YORK STATE MESONET Vt` A CONTACT: JERALD BROIZGE ` • 2 2 (51 B) 442-6372 � • PROJECT PYRAMID NETWORK SERVICES • ' MANAGER: 11 RIVER ROAD lJ.✓I p � GLQJMOUNT, NY 12077 Y� 0 CONTACT: KRISSY GRUGAN DONAHUE OFFICE(518) 462-1483 ENGINEER: MISSION 1 COMMUNICATIONS 19 48 6633 5 CONSTITUTION DRIVE FORT WAYNE, IN %804 SOUTHOLD CONTACT: SCOTT N CELL(26060)) 41 410-0852 37645 NY-25 Drawing Index P E C O N I C N Y 119 5 8 DWG. TITLE REV#REV DATE f T-1 TITLE SHEET 0 07/25/2016 C-1 GENERAL NOTES&LEGEND 0 07/25/2016 Z-7 C-2 TAX MAP 1 08/02/2016 0-3 OVERALL SITE PLAN 1 08/02/2016 C-4 SITE PLAN 1 08/02/2016 C-5 ENLARGED SITE PLAN 0 07/25/2016 `� b LOCATIONJI C-6 TOWER ELEVATION 0 07/25/2016 -, C C-7 TOWER FOUNDATION DETAILS 0 07/25/2016 ` C-8 FOUNDATION DETAILS 0 07/25/2016 C-9 FOUNDATION DETAILS 0 07/25/2016 C-10 SITE DETAILS 0 07/25/2016 C-11 FENCE DETAILS 0 07/25/2016 E-1 ELECTRICAL SITE PLAN 0 07/25/2016 E Y L E-2 GROUNDING PLAN 0 07/25/2016 E-3 GROUNDING DETAILS 0 07/25/2016 E-4 GROUNDING DETAILS 0 07/25/2016 Pin.. y lk t ell Allarlsojoka, 1 Vincinity Map (N.T.S) Location Map (N.T.S.) CALL TOLL FREE PHONE(800)962-7962 Received And Accepted SUNY REPRESENTATIVE RECEIVED: OF N E W Y ACCEPTED: A,� '\4 B'��ii OP LANDOWNER: RECEIVED: *� �O ACCEPTED: Z r T = 4666.06 (W) 1 08-02-16 SETBACKS ADDED CAH SH `a�P51TY � TITLE PAGE Q�`�=5'GI� / PYRAM 1 D =� •� T-1 0 07-25-16 CONSTRUCTION CAH SH Mission �`= W © ;� SOUTHOLD A /I B 07-20-16 MAP EXPANDED CAH SH X611 J I# Network Services LLC r6 �' !a� 37645 NY-25 s s A LA �TO A D7-19-16 ISSUEDFOR REVIEW CAH SH ommunicotions 'rS PECONIC, NY 11958 UNLE S if+ v ARE ACftNC UNN NO DATE REVISIONS BY CHK APP'D 6355 Constitution Dnve,Ft.Wayne,tN 46604 1948 THIS OOCUV t 540NA ENGI General Notes Final Cleaning Reinforcement Materials 1. ALL REFERENCES TO THE OWNER IN THESE DOCUMENTS SHALL BE CONSIDERED THE STATE 1. COMPLETE THE FOLLOWING CLEANING OPERATIONS BEFORE REQUESTING INSPECTION A. REINFORCEMENT STEEL, ASTM A615, 60 ksi YIELD GRADE, DEFORMED BILLET STEEL UNIVERSITY OF NEW YORK (SUNY) OR ITS DESIGNATED REPRESENTATIVE. FOR CERTIFICATION OF COMPLETION. BARS, PLAIN FINISH. 2. ALL WORK PRESENTED ON THESE DRAWINGS MUST BE COMPLETED BY THE CONTRACTOR UNLESS A. CLEAN THE PROJECT SITE, YARD AND GROUNDS, IN AREAS DISTURBED BY B. WELDED STEEL WIRE FABRIC ASTM A185 PLAIN TYPE, IN FLAT SHEETS, PLAIN NOTED OTHERWISE. THE CONTRACTOR MUST HAVE CONSIDERABLE EXPERIENCE IN PERFORMANCE CONSTRUCTION ACTIVITIES, INCLUDING LANDSCAPE DEVELOPMENT AREAS, OF FINISH. OF WORK SIMILAR TO THAT DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, THE RUBBISH, WASTE MATERIALS, LITTER AND FOREIGN SUBSTANCES. REMOVE C. CHAIRS, BOLSTERS, BAR SUPPORTS, SPACERS. SIZED AND SHAPED FOR SUPPORTS CONTRACTOR ATTESTS THAT HE DOES HAVE SUFFICIENT EXPERIENCE AND ABILITY TO COMPLETE PETRO-CHEMICAL SPILLS, STAINS AND OTHER FOREIGN DEPOSITS. OF REINFORCING. THE WORK, THAT HE IS KNOWLEDGEABLE OF THE WORK TO BE PERFORMED, AND THAT HE IS B. REMOVE TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY AND SURPLUS MATERIAL D. FABRICATE CONCRETE REINFORCING IN ACCORDANCE WITH ACI 315, ACI 318, ASTM PROPERLY LICENSED AND PROPERLY REGISTERED TO DO THIS WORK IN THE STATE OF NEW FROM THE SITE. A184 YORK. C. REMOVE LABELS THAT ARE NOT PERMANENT LABELS. 3. UNLESS SHOWN OR NOTED OTHERWISE ON THE CONTRACT DRAWINGS, OR IN THE D. LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. SPECIFICATIONS, THE FOLLOWING NOTES SHALL APPLY TO THE MATERIALS LISTED HEREIN AND Concrete Materials TO THE PROCEDURES TO BE USED ON THIS PROJECT. REMOVAL OF PROTECTION: REMOVE TEMPORARY PROTECTION AND FACILITIES INSTALLED A. CEMENT: ASTM C150, PORTLAND TYPE 4. ALL HARDWARE ASSEMBLY MANUFACTURER'S INSTRUCTIONS SHALL BE FOLLOWED AND SHALL DURING CONSTRUCTION TO PROTECT PREVIOUSLY COMPLETED INSTALLATIONS DURING THE B. FINE AND COURSE AGGREGATES: ASTM C33 - MAXIMUM SIZE OF CONCRETE SUPERSEDE ANY CONFLICTING NOTES ON THESE DRAWINGS. REMAINDER OF THE CONSTRUCTION PERIOD. AGGREGATE SHALL NOT EXCEED ; ONE (1) INCH SIZE SUITABLE FOR INSTALLATION 5. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURE AND METHOD UTILIZED OR ONE-THIRD CLEAR DISTANCE BEHIND OR BETWEEN REINFORCING. SEQUENCE TO ENSURE THE SAFETY OF THE STRUCTURE AND ITS COMPONENTS, ACCESSORIES, Warranty C. WATER: CLEAN AND NOT DETRIMENTAL TO CONCRETE AND EQUIPMENT DURING ERECTION AND/OR FIELD MODIFICATION. THIS INCLUDES, BUT IS NOT A. IN ADDITION TO THE WARRANTY ON ALL CONSTRUCTION COVERED IN THE CONTRACT D. AIR ENTRAINING ADMIXTURE: ASTM C260 LIMITED TO, THE ADDITION OF TEMPORARY BRACING, GUYS, OR TIE DOWNS THAT MAY BE DOCUMENTS, THE CONTRACTOR SHALL REPAIR ALL DAMAGE AND RESTORE AREA AS E. BONDING AGENT: LATEX EMULSION FOR BONDING NEW TO OLD CONCRETE AS NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CLOSE TO ORIGINAL CONDITION AS POSSIBLE AT SITE AND SURROUNDINGS. MANUFACTURED BY DAYTON SUPERIOR. CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. B. DISTURBED AREAS WILL REFLECT GROWTH OF NEW GRASS COVER PRIOR TO FINAL F. NON-SHRINK GROUT: PREMIXED COMPOUND CONSISTING OF NONMETALLIC 6. ALL DIMENSIONS, ELEVATIONS, AND EXISTING CONDITIONS SHOWN ON THE DRAWINGS SHALL BE INSPECTION. AGGREGATE. CEMENT, WATER REDUCING AND PLASTICISING AGENTS. FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING ANY MATERIALS ORDERING, FABRICATION, OR CONSTRUCTION WORK ON THIS PROJECT. THE CONTRACTOR SHALL NOT SCALE CONTRACT DRAWINGS IN LIEU OF FIELD VERIFICATION. ANY DISCREPANCIES SHALL BE Inspections IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND THE OWNER'S ENGINEER. THE Concrete Mix DISCREPANCIES MUST BE RESOLVED BEFORE THE CONTRACTOR IS TO PROCEED WITH THE WORK. LOCAL BUILDING INSPECTORS SHALL BE NOTIFIED NO LESS THAN 48 HOURS IN ADVANCE THE CONTRACT DOCUMENTS DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE OF CONCRETE POURS, UNLESS OTHERWISE SPECIFIED BY JURISDICTION. A.CONCRETE MATERIALS SHALL CONFORM TO THE APPROPRIATE A.C.I. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE REQUIREMENTS FOR EXPOSED STRUCTURAL CONCRETE. B.MIX AND DELIVER CONCRETE IN FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, AND SAFETY. ACCORDANCE WITH ASTM LE ALT. 3. M OBSERVATION VISITS TO THE SITE BY THE OWNER AND/OR THE OWNER'S ENGINEER SHALL NOT C.PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR THE INCLUDE THE INSPECTION OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES. INSTALLATION METHOD UTILIZED AND SHALL RESULT DURABILITY IN DURABLE CONCRETE 7. ALL MATERIALS AND EQUIPMENT FURNISHED SHALL BE NEW AND OF GOOD QUALITY, FREE FROM FOR LOCAL ANTICIPATED AGGRESSIVE ACTIONS. THE DURABILITY FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. ANY AND REQUIREMENTS CONDITIONS EXPECTED ACI 318 CHAPTER 4 SHALL BE SATISFIED BASED THE AT THE SITE. PROVIDE CONCRETE AS FOLLOWS: ALL SUBSTITUTIONS MUST BE PROPERLY APPROVED AND AUTHORIZED IN WRITING BY THE OWNER 1. COMPRESSIVE STRENGTH: 4000 psi AT 28 DAYS. AND ENGINEER PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FURNISH SATISFACTORY SEE TOWER MANUFACTURER DRAWINGS FOR CAISSON CONCRETE EVIDENCE AS TO THE KIND AND QUALITY OF THE MATERIALS AND EQUIPMENT BEING COMPRESSIVE STRENGTH SUBSTITUTED AND SHALL ONLY INSTALL SAID SUBSTITUTIONS AFTER APPROVAL BY THE OWNER 2. SLUMP: 3 INCHES OR THE OWNER'S ENGINEER. B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT THIS PROJECT AND RELATED WORK COMPLIES WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL SAFETY CODES AND REGULATIONS GOVERNING THIS Materials: WORK. 9. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH THE LATEST EDITION OF THE LOCAL A.STRUCTURAL STEEL MEMBERS: ASTM A572, GRADE 50 B.STRUCTURAL TUBING: ASTM A500, GRADE B BUILDING CODE. C.PIPE: ASTM A53, TYPE E OR S, GRADE B 10. ACCESS TO THE PROPOSED WORK SITE MAY BE RESTRICTED. THE CONTRACTOR SHALL D.BOLTS, NUTS, AND WASHERS: ASTM A325 COORDINATE INTENDED CONSTRICTION ACTIVITY, INCLUDING WORK SCHEDULE AND MATERIALS ACCESS, WITH THE RESIDENT LEASING AGENT FOR APPROVAL. E. ANCHOR BOLTS: ASTM A307 11. WHEN THE SITE IS READY FOR INSTALLATION, SUNY L ISSUE A NOTICE TO PROCEED TO THE F. WELDING MATERIALS: AWS MATERIALS TYPE REQUIRED FOR WILL CONTRACTOR. THE CONTRACTOR WILL ISSUE A SCHEDULE OF WORK TO SUNY AND COORDINATE MATERIALS BEING WELDED G. WITH THE SUNY REPRESENTATIVE WITH WEEKLY SCHEDULES. GROUT: NON-SHRINK TYPE, PREMIXED COMPOUND 12. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS UNLESS NOTED OTHERWISE. CONSISTING NONMETALLIC AGGREGATE, PERMIT(S) SHOULD BE PLACED AT THE CONSTRUCTION SITE AND ALL CONDITIONS OF THE CEMENT, WATER REDUCING AND PLASTICIZING ADDITIVES, CAPABLE OF DEVELOPING PERMIT SHALL BE FOLLOWED BY THE CONTRACTOR. A MINIMUM COMPRESSIVE STRENGTH OF 7000 psi AT 28 DAYS. H SHOP AND TOUCH-UP PRIMER: SSPC 15, TYPE 1, RED OXIDE I. TOUCH-UP PRIMER FOR GALV. SURFACES: ZINC RICH TYPE rei t• t i t , Legend CALL TOLL FREE PHONE(800)962-7962 FENCE LINE PROPERTY LINE — — P��O 8E7w 1-O� CENTERLINE — C-5 �� ��.�- O�� t{ : x w Lu S�oq X666.0 (w) Q51TY O_ GENERAL NOTES AND LEGEND QO`ESSx0V% 1 08-02-16 SETBACKS ADDED CAH SH , , = pY R A M I D � � C_ 0 07-25-16 CONSTRUCTION CAH SH Mission 1 i , uj •' ti� CAH SH o SO45 NO D A I B 07-20-16 MAP EXPANDED ANetwork Services, LLC r jL Communications 37645 N 5 .TS. IA NR ERSON. A 07-19-16 ISSUED FOR REVIEW CAH SH J��.• _/3• PECONIC, NY 11958 UNIT 5 M Y ARE ACTING UNDER iREC'0N OF A IICEN OFE59pNAL ENGINEER,TO N0, DATE REVISIONS BY CHK APP'0 6355 Constitution Drive,Ft.Wayne,IN 46804 1940 THtS OOCUM A' ' . FR e•.o� • A •� • �QF IVEt }' Cl X— i 100' 100' 200' Aerial Map fl +W I Inch = 200 ft NORTH X00 Q66 .11 2 P -_Vo (raw) ,�PSITY-_Oc AERIAL MAP —^ O`` 1 08-02-16 SETBACKS ADDED CAH SH L O 07-25-16 CONSTRUCTION CAH SH Mission 1 PY R A M I D ,\� " �y� WI• SOUTHOLD 8 07-20-16 MAP EXPANDED CAH SH Network Services LLC r6 a0 37645 NY-25 S VYA,11'1"AIL�� EnoA 07-19-16 ISSUED FOR REwEw CAH �H Communications A ' Ys 3 PECONIC, NY 11958 TS THNG UNDER REC0r A UCEN90NAt E.NDNEERNO. DAZE REVISIONS BY CHK APP'D 6355 Constitution Orive,Ft.Wayne,lN46Bo41946 fHS ODCUY ZaOSTING FlF1D 0 NOTES IS, 1. THE DRAWINGS ARE BASED ON INFORMATION / \ OBTAINED FROM TAX MAPS AND INFORMATION PROPOSED NY STATE EXISTING TREES(TYP.) SERVICES. AND PROVIDED BY PYRAMID NETWORK MESONET TOWER COMPOUND 2 FINAL DESIGN AND LOCATION OF THE COMPOUND -SEE SHEET C-5 FOR AND EQUIPMENT SHALL BE CONFIRMED PRIOR TO ENLARGED COMPOUND PLAN CONSTRUCTION WITH THE FINAL AGREEMENT op9 \ BETWEEN THE LANDOWNER AND STATE UNIVERSITY \ OF NEW YORK. 110 EXISTING RAILROAD TRACKS �� \ EXISTING DRIVE \ O \ 'L10. EXISTING TREES(TYP.) \ EXISTING MATERUIL \ STOCKPILE - RELOCATE ? AS NECESSARY /E)OSTING PINDAR VINEYARDS LLC � � 70.65 ACRES FIELD \ C.J. VAN BOURGONDIEN, INC. GREENHOUSE '\` \ EXISTING FIELD \ / �50� EXISTING TREES(TYP.) Arry� r EXISTING HOUSES CALL TOLL FREE PHONE(800)962-7962 �pF NEW Y P� \4 8 rlrii Cl t Overall Site Plan Itw�� z w 1 100' 200' - n �' w s ►w r 9 NORTH s C 1 inch = 200 It o �665.1a �? 1Tr QQo�C- %0'A (��1) �p5 - OVERALL SITE PLAN ^—^ � 5 1 08-02-16 SETBACKS ADDED CAH SH =�J Z� C 3 0 07-25-16 CONSTRUCTION CAH SH PY R A M 1 D 1 !� III I B 07-20-16 MAP EXPANDED CAH SH Mission 1 SOUTHO-2 Network Services LLC •` a 37645 NY-25 ITS i u oa h RSON, A 07-19-16 ISSUED FOR REVIEW CAH SH Communications r ONCE iH v ARE ACTING UNDER RECTION PECONIC, NY 11958 N0. DATE REVISIONS BY CHK AP-T) 6355ConstifufionOnve,Ff.Wayne,IN 46804 7948 HTHiS DO(UV I SSWNAI END>uEER, 10 \ PINDAR VINEYARDS LLC 70.65 ACRES \ EXISTING DRIVE 0 EXISTING TREES(TYP.) PROPOSED NY STATE \ EXISTING DRIVE — SS TOWER COMPOUND SEEEE SHEEP C-5 FOR EXISTING MATERIAL ENLARGED COMPOUND PLAN IN, STOCKPILE — RELOCATE AS NECESSARY NOTES: \ 1. THE DRAWINGS ARE BASED ON INFORMATION \ OBTAINED FROM TAX MAPS AND INFORMATION COLLECTED AND PROVIDED BY PYRAMID NETWORK \ SERVICES. 2 FINAL DESIGN AND LOCATION OF THE COMPOUND AND EQUIPMENT SHALL BE CONFIRMED PRIOR TO CONSTRUCTION WITH THE FINAL AGREEMENT \ BETWEEN THE LANDOWNER AND STATE UNIVERSITY \ OF NEW YORK. PROPERTY LINE \ EXISTING TREES(TYP.) t • i t t CALL TOLL FREE PHONE(800)962-7962 \ �C)F NEW Y �Q� x.20 B riro �•P 0 Site Plan * �<b` x �'. { : . at 50' 50' 100' �, ,t w 1 inch = 100 ft NORTH �`�o 49666�a �? AQ a� (fit) `J�P51TY O� SITE PLAN OpESS%0' 1 QS-02-16 SETBACKS ADDED CAH SH pY R A M I D \\y C-4 0 07-25-16 CONSTRUCTION CAH SH Mission 1 ,I .e 8 07-20-16 MAP EXPANDED CAH SH wl SO45 NY-2 Network Services LLC r' 37645 NY-25 ITS A 07-19-16 ISSUED FOR REV EW CAH SH Communications ~P iia PECONIC, NY 11958 ut+tE Y ARE ACI7HCUNDEREGnDN N0. DATE REVISIONS BY CHK APP'D 6355 Constitution Drive,Ft.Wayne,IN 46804 7948' THIS oouu T syaNu ENGINEER,TO 2'-0' 1 0 I � tV PROPOSED ALTER PROPOSED SOIL r —— — �` SHIELDS-SEE MOISTURE/TEMPERATURE SENSORS I DETAIL 1/C-9 3'-0" L —— — _ J PROPOSED RAIN PROPOSED 30' SELF SUPPORT TONER GAUGE SEE (DEIGN BY OTHERS- SEE TONER DETAIL 1/C-8 DRAWINGS) NOTES: 16"-6" 1. THE DRAWINGS ARE BASED ON INFORMATION OBTAINED FROM TAX MAPS AND INFORMATION PROPOSED TOWER FOUNDATION COLLECTED AND PROVIDED BY PYRAMID NETWORK SERVICES. 2. FINAL DESIGN AND LOCATION OF THE COMPOUND o AND EQUIPMENT SHALL BE CONFIRMED PRIOR TO CONSTRUCTION WITH THE FINAL AGREEMENT BETWEEN THE LANDOWNER AND STATE UNIVERSITY RESTORE DISTURBED OF NEW YORK. AREAS TO GRASS PROPOSED SOLAR PANELS PROPOSED SOLAR POWER ENCLOSURE AND BATTERIES ON CONCRETE PAD 5'-0' 0'-7" I PROPOSED 6' CHAIN LINK FENCE - PROPOSED FENCE TO ONLY 16'-6' BE 4'-0"TALL IN FRONT OF SOLAR PANELS 2 _ � CALL TOLL FREE PHONE(800)962-7962 F NEW Y 16\6 B rn�i 0 07 Enlarged Site Plan �' ;� : x_ m �. e W 4' 4' 8' n ;i W 2 1/8 inch = 1 ft NORTH �Op 19666.0- 42� pl- (a1) J�PS%TY ENLARGED SITE PLAN QO``Sslo'A 1 08-02-16 SETBACKS ADDED CAH SH pY R A M I D ` „ -� _ y 0 07-25-I6 CONSTRUCTION CAH SH Mission 1 , , B 07-20-16 MAP EXPANDED CAH SH SO45 NY-2 Communications Network Services, LLC �� �a 37645 NY-25 Its A u oa LRsal, A 07-19-16 ISSUED FOR REV EW CAH SH S # PECONIC, NY 11958 UNLE 5 M Y ARE ACTING UNDER RECnON N0. DATE REVISIONS BY CHK APP'D 6355 Constitution Drive,Ft-Wayne,IN 46804 7946 THS LICE O IY aESSa+AI ENGINEER,TO PROPOSED W LIGHTNING ROD 0 .I PROPOSED X" x 72" ALUMINUM LIGHTNING ROD (CAMPBELL PROPOSED RM YOUNG SCIENTIFIC A661-6) PROPOSED ASPIRATED ANEMOMETER(BY OTHERS) PROPOSED 6' CROSS ARMSHIELD(BY OTHERS) —�� ATTACHED TO TOWER LEG WITH PROPOSED 6' CROSS ARM CROSS ARM MOUNTING BRACKET (CAMPBELL SCIENTIFIC PART _~ CAMERA(BY O CAMPBELL AND (CAMPBELL SCIENTIFIC#17905) AND O ONENE AT 3 29'-6" AGL AO30'-4" AGL EL PROPOSED ULTRASONIC PROPOSED ASPIRATED SHIELD ANEMOMETER(BY (BY OTHERS) OTHERS) PROPOSED RM YOUNG ANEMOMETERPROPOSED CAMPBELL PROPOSED ULTRASONIC (BY OTHERS) CAMERA(BY OTHERS) ANEWq,1ETER (BY STRUCTURAL ANALYSIS OTHERS) PERFORMED BY LEVEL 5 CONSULTING DATED Z 07/19/16. SEE Tower Top View STRUCTURAL ANALYSIS 2 FOR TOWER AND FOUNDATION DESIGN y NOT TO SCALE a NORTH o 0 0 a 0 I co PROPOSED REIA7IVE HUMIDITY PROPOSED 30' SELF SUPPORT TOWER SENSOR(BY OTHERS) (DESIGN BY OTHERS) PROPOSED SOLAR RADIATION SENSOR(BY OTHERS) Q h PROPOSED DATA ENCLOSURE(BY OTHERS) GROUND I Fwl , CALL TOLL FREE PHONE(600)962-7962 • PROPOSED CONCRETE FOUNDATION - SEE LEVEL 5 CONSULTING STRUCTURAL O F NEWANALy DRAWIINGS DATED 106/14/200HN TOWER �Q����\n 8^r � O,P C �O,�l'>Jl Tower Elevation t �;t% � w 1 NOT TO SCALE s�oa �6661a 2� (all ��StTY Do TOWER ELEVATION QOpc5510a� 1 06-02-16 SETBACKS ADDED CAH SH pY R A M 1 J\/ y�a �y� —� 0 07-25-16 CONSTRUCTION CAH SH MISSI ion 1� !>�,", 'h P I B 07-20-16 MAP EXPANDED CAH SH SOUTH OLD Communications Network Services LLC s 37645 NY-25 ITS I fA A ERSOA. A 07-19-16 ISSUED FOR REV EW CAH SH �S _• i� PECONIC, NY 11958 UNEE 1 Y ARE ACTING UNDER Ist RECnoN NO. DATE REVISIONS BY CHK APPD 6355ConsfitutionOve,Ft.Wayne,IN46604 1948 THISDOCUM T t590NAlfK4fcER,TO NOTES: GENERAL: 1. THE MODIFICATIONS OUTLINED IN THESE DOCUMENTS WERE DESIGNED IN ACCORDANCE WITH THE ANSI/TIA-222-G a CODE AND NORMAL SOILS. RSL STANDARD MAT o 2. ALL CONSTRUCTION METHODS SHOULD FOLLOW STANDARDS OF GOOD CONSTRUCTION PRACTICE. FOUNDATION - SEE i 3. ALL WORK INDICATED ON THESE DRAWINGS SHALL BE PERFORMED BY QUALIFIED CONTRACTORS EXPERIENCED IN ROHN SHEEP TOWER AND FOUNDATION CONSTRUCTION. RSL-0I-F1 4. THE CONTRACTOR SHOULD NOTIFY THE ENGINEER OF RECORD IMMEDIATELY OF ANY INSTALLATION INTERFERENCES. ALL NEW WORK SHALL ACCOMMODATE EXISTING CONDITIONS. CENTROID 5. ANY CHANGES OR ADDITIONS MUST CONFORM TO THE REQUIREMENTS OF THESE NOTES AND SPECIFICATIONS, AND OF TOWER ? SHOULD BE SIMILAR TO THOSE SHOWN. ALL CHANGES OR ADDITIONS SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. f 6. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND EXECUTION OF ALL MISCELLANEOUS SHORING, BRACING, TEMPORARY SUPPORTS, ETC. NECESSARY, PER TIA-1019-A-2011, TO PROVIDE A COMPLETE AND STABLE STRUCTURE AS SHOWN ON THESE DRAWINGS. 7. CONTRACTORS PROPOSED INSTALLATION SHALL NOT INTERFERE, NOR DENY ACCESS TO, ANY EXISTING OPERATIONAL AND SAFETY EQUIPMENT. 8. ALL FIELD CUT SURFACES, FIELD DRILLED HOLES & GROUND SURFACES WHERE EXISTING PAINT OR GALVANIZATION REMOVAL WAS REQUIRED SHALL BE REPAIRED WITH (2) BRUSHED COATS OF ZRC GALVILITE COLD GALVANIZING COMPOUND PER ASTM A780 AND MANUFACTURERS RECOMMENDATIONS. 9. ALL FIELD DRILLED HOLES TO BE USED FOR FIELD BOLTING INSTALLATION SHALL BE STANDARD HOLES, AS DEFINED BY AISC, UNLESS NOTED OTHERWISE. 10. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO ANY FABRICATION. CONTACT MISSION ONE COMMUNICATIONS IF ANY DISCREPANCIES EXIST. CONCRETE: 3'-10�" 1. CONCRETE TO BE 4000 PSI ®28 DAYS. REINFORCING BAR TO CONFORM TO ASTM A615 GRADE 60 SPECIFICATIONS. CONCRETE INSTALLATION TO CONFORM TO ACI-318 BUILDING REQUIREMENTS FOR REINFORCED CONCRETE. ALL CONCRETE TO BE PLACED AGAINST UNDISTURBED EARTH FREE OF WATER AND ALL FOREIGN OBJECTS AND MATERIALS. A MINIMUM OF THREE INCHES OF CONCRETE SHALL COVER ALL REINFORCEMENT. WELDING OF REBAR IS Tower Foundation Plan 1 NOT TO SCALE NOTE- VOLUME OTEVOLUME OF CONCRETE 9.6 CU YDS RAJ-03 ROHN ANCHOR BASE PLACED WITH GENERAL CONTRACTOR TO FOLLOW ROHN CENTER OF TOWER AT CENTER OF MAT ROHN DESIGN REACTIONS: INSTALLATION DRAWINGS AND SPECIFICATIONS TOTAL OTM - 69.4 FT-KIPS FOR INSTALLATION OF FOUNDATION AND TOTAL SHEAR PER LEG- 1.6 KIPS TOWER. COVER FOUNDATION WITH CLEAN SOIL MOUND FOUNDATION AND PROVIDE TOTAL COMPRESSION PER LEG-33.7 KIPS SEE ROHN RSL30L13, RAL03, RSL-01-F1, AFTER CONSTRUCTION -� SLOPE AWAY FROM TOWER TOTAL UPUFT PER LEG- 32.0 KIPS RSLT-01-A1, RSLT-01-A2, RSU-IRZ, RSLABL LEVEL 5 ANALYSIS ANALYSIS REACTIONS 'o- TOTAL OTM - 327 FT-KIPS 3'4" CHAMFER y r TOTAL SHEAR - PER LEG- 0.94 KIPS GROUNTOTAL COMPRESSION PER LEG-15.3 KIPS TOTAL UPLIFT PER LEG- 13.1 KIPS FOUNDATION DESIGN BASED ON LEVEL 5 CONSULTING ANALYSIS REPORT DATED 07/19/2016 AND ROHN DRAWING NUMBER HORIZONTAL 7 BARS o :r RAL03 EQUALLY SPACED EACH WAY TOP & BOTTOM Q , 40 BARS TOTAL Ll H CALL TOLL FREE PHONE(800)962-7962 SOF NEW y �OC er Foundation Elevation °;�nnr' �� o 2 y` W r y tu ILI-, m�oN (a11 �Q!SLTy 0e TOWER FOUNDATION DETAILS QOe`S$,ON� 1 08-02-16 SETBACKS ADDED CAH SH �," `y C-7 PYRAMID 0 07-25-16 CONSTRUCTION CAH SH Mission 1 x B 07-20-16 MAP EXPANDED CAH SH ,_ w� ILI � SOUTHOLD n Communications Network Services LLC tea,. 37645 NY-25 ,S A N T u A RSON. A 07-19-16 ISSUED FOR REVIEW CAH SH rS PECONIC, NY 11958 UN S TM Y ARE" UNDER iRECt10N NO. DATE REVISIONS BY CHK APPD 6356 ConstitutionDnve,F1 Wayne,1N 46804 "T94B THiS-- T �ESSroN�:ENGINEER,TO CONTRACTOR TO0159.6 + -0.3 MM RESTORE EXISTING #4 R®AR, 18"O.0 BOTH SURFACE TO WAYS 200CMSQ ORIGINAL COND111ON 48" C54% 3000 PSI CONCRETE PAD(VERIFY 60.43"/1545 MM FINISH GRADE PAD SIZE REQUIREMENTS WITH SOLAR CABINET NORMAL HEIGHT(HEIGHT /ARRAY MANUFACTURER'S SPECIFICATIONS) OF BUCKET ORIFICE) 4.92' /1.5 M NOTE NOTE THE NOMINAL HEIGHT CAN BE VARIED WITH THE ACTUAL DEPTH CONTRACTOR TO COVER ALL FOUNDATIONS C,4 WHAT THE PEDESTAL WITH CLEAN SOIL AFTER CONSTRUCTION. CONCRETED IN (+/-1.96" /5OMM) SECTION " NOTE 3MIN COMPACTED CRUSHER RUN BASE 1. BASE COURSE TO BE INSTALLED AND WITH PEDESTAL COMPACTED IN 3" UFTS. 3.4 2 IF 3" BASE CAN NOT BE OBTAINED, /800 MMLONG CONTRACTOR TO RECEIVE APPROVAL MM L FROM ENGINEER. 3. EXISTING SOILS BENEATH FOUNDATION SHALL HAVE A MINIMUM AU-OWABLE BEARING PRESSURE OF 2000 PSF. Solar Cabinet/Arra Foundation Detail 31.49" /eooMM - 2 31.02" /788 MM 0450 MM NOT TO SCALE 29.96" /6B5 MM OPTIONAL EMPTY CONDUIT PIPE GUIDE PEDESTAL 31.49" /800 MM LONG CONCRETE BASE 0 19.68" /500 MM 31.49" /800 MM 03.93....4.72" 0100...120MM EMPTY CONDUIT PIPE FOR CONNECTION AND EARTH CABLES NOTE-- ENSURE OTEENSURE BOTTOM OF CONCRETE BASE IS 0 , A MINIMUM OF 800 MM BELOW GRADE OR 6" BELOW FROST UNE, WHICHEVER IS t t 1 t , p°a GREATER. CALL TOLL FREE PHONE(800)962-7962 OF NEW Rain Guage Detail - By Others NOT TO SCALE r w �tuj s�oA p�u6aa �.t P `cS5 aA (a1) ��S�TY Oc FOUNDATION DETAILS t0 108-02-16 SETBACKS ADDED CAH SH �J, y C-8 0 07-25-16 CONSTRUCTION CAH SH Mission 1 PYRAM 1 D I "} B 01 20-16 MAP EXPANDED CAH SH WI yam, I� S 645 NY-2 Network Services LLC rs, lt�A7 37645 NY-25 ITS A to CRA ERsal, A 07-19-16 ISSUED FOR RENEW CAH SH Communications r,; ��� PECONIC, NY 11958 OF A IICENM Y CFESSi0NA1R C GENGIN ER,TO REGnoN N0. DATE REVISIONS BY CHK APP'D 6355 Constitution Drive,Ft.Wayne,IN 46804 1948 THi5000Uu 1 8'0 HEAVY DUTY HAY FEEDER, VERTICAL SUPPORT POLE, J"0 TRACTOR SUPPLY CO. PART SCH. 40 GALVANIZED STEEL PIPE #210032799 (OR APPROVED EQUAL) (TYP. x 12). ATTACH TO HAY FEEDER/HORIZONTALS WITH PIPE CLAMPS HORIZONTAL SUPPORT POLE, J"O SCH. 40 GALVANIZED STEEL PIPE (TYP. x VERTICAL SUPPORT 4). ATTACH TO HAY FEEDER WITH PIPE POLE J'0 SCH. 40 CLAMPS GALVANIZED STEEL PIPE (TYP. x 8). ATTACH TO HAY FEEDER WITH PIPE CLAMPS — — HEAVY DUTY HAY FEE0 DER, TRACTOR SUPPLY CO. PART #210032799 (OR APPROVED EQUAL) RAIN GAUGE GRADE STAKE HAY FEEDER TO VERTICAL SUPPORT POLE, GROUND USING 4' LONG "0 SCH. 40 GALVANIZED REBAR ATTACHED WITH PIPE PLAMPS (TYP. x 4) STEEL PIPE (TYP. x 4). ATTACH TO HORIZONTALS WITH PIPE CLAMPS HORIZONTAL SUPPORT POLE, J"O SCH. 40 GALVANIZED STEEL PIPE (TYP. x 4). ATTACH TO HAY FEEDER WITH PIPE PLAN CLAMPS ELEVATION I , CALL TOLL FREE PHONE(800)962-7962 SOF NEW r Alter Shield Support Detail0) 1/2 1/2 :{ ..x- r � � .�, It W � 1/2 inch = If', N cam-^ D C9 FOA X666,1 ? P � as 1 Os-02-16 SETBACKS ADDED CAH SH (w) 2�PSiTY o�Z ALTER SHIELD SUPPORT DETAIL Cp ESS%0 PYRAMID C_g 0 07-25-16 CONSTRUCTION CAH SH Mission 1 , rr � WIC � �'� SOUTHOLD rd 0 37645 NY-25 Ts AARE' u a+ ERSON, B 07-20-16 MAP EXPANDED CAH SH Network Services LLC /a A 07-19-16 ISSUED FOR REVIEW CAH SH Communications `s PECONIC, NY 11958 uNEE M ACTING UNDER RECifON OF A UCENSSxiNAL ENONIER TO NO. DATE REVISIONS BY CHK APP'D 6355 Constitution Drive,FL Wayne,IN 46804 1948 INSDOCW 33'-0' 12'-6' 1 PROPOSED RAIN GAUGE 8'-0" MAN GATE - SEE SHEET C-11 RESTORE TO I PROPOSED SOIL ORIGINAL CONDITION MOISTURE/-TEMPERATURE SENSORS -� i I L � I N - - - - - - - -f - -J m � COMPACTED 0 3/4" GRAVEL SCHEDULE 40 PVC CONDUITS SEE SHEET E-1 FOR CONDUIT ROUTING PROVIDE SEE E APPROVED PULL BOXES NOTE: CHAIN LINK FENCE - AS REQ. PROVIDE FULL LENGTH CONDUITS LOCATED IN FIELD, VERIFY SEE SHEET C-11 PULL ROPES (TYP.). DEPTH OF TRENCH PROPOSED 30' SELF SUPPORT TONER (DESIGN BY OTHERS- SEE TONER DRANINGS) 2 Trench Details NOT TO SCALE M PROPOSED SOLAR PANELS PROPOSED SOLAR POKER ENCLOSURE AND BATTERIES ON CONCRETE PAD r . ( CALL TOLL FREE PHONE(800)962-7962 � )F NEW y * ;' ` m 2' z' 4' Fence Details 'max. tL 1 4'-0" CHAIN LINK FENCE, IN n 2 FRONT OF SOLAR PANELS - s �^ - = t it NORTH SEE SHEET C-11 Fp 0656.1 (at) ,�as)TV 0A. SITE DETAILS �`E=St 1 08-02-16 SETBACKS ADDED CAH SH pYRAM I D � C-1 0 0 07-25-16 CONSTRUCTION CAH SH Mission 1 �_ �� ' ti� B 07-20-16 MAP EXPANDED %' w� I` SOUTHOLD CAH SH �'� a 37645 NY-25 TS A v LA CR ERSPN, Communications Network Services, LLC Y`• UNLE S 1N Y ARE ACTING UNDER REC110'. 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CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN THE MAX SHORT CIRCUIT OF THE (1) 1-1/2"0 UNDERGROUND DEVICE 6. OVERCURRENT PROTECTION DEVICES IN DC PORTION OF THE SYSTEM I I CONDUIT SEE DETAIL 2/C-10 SHALL BE LISTED FOR USE IN DC CIRCUITS AND HAVE THE APPROPRIATE ALTER SHIELD VOLTAGE, CURRENT AND INTERRUPT RATINGS PER CODE 7. ONLY SHIELDED CABLE IS ALLOWED ' B. FLE)(IS NOT APPROVED UNLESS OTHERWSE NOTED OR FOR FINAL I I PROPOSED RAIN GAUGE TERMINATION TO EQUIPMENT THAT VIBRATES. 9. CONDUCTORS SHALL BE THHN /THWN, USE-2 INSULATION UNLESS NOTED ON THE DRAWNGS ALL WIRE IS TO BE RATED FOR 600 VOLTS, - NO 12 MINIMAL SIZE EXCEPT FOR COMMUNICATIONS WRE L 10. CONNECTORS AND TERMINALS ARE TO BE DESIGNED FOR UNIFORM r COMPRESSION FOR THE ENTIRE CONTACT SURFACE THERMAL LUGS TO BE 31 (1) 1-1/2"0 USED ON STANDARD CONDUCTORS. UNDERGROUND CONDUIT- 11. ELECTRICAL INSULATION SHALL CONFORM TO UL STANDARD 510. SEE DETAIL 2/C-10 12 ALL TESTING AND FINAL COMMISSIONING OF THE SYSTEM TO BE PERFORMED BY PYRAMID NETWORK SERVICES II PROPOSED DATA ENCLOSURE PROPOSED 30' TOWER \ (1) 1"0 UNDERGROUND CONDUIT FOR POWER AND(1) \ 1-1/270 UNDERGROUND CONDUIT FOR DATA WIRE- SEE DETAIL 2/C-10 PROPOSED SOLAR PANELS PROPOSED SOLAR PANEL ENCLOSURE WTH BATTERIES CALL TOLL FREE PHONE(800)962-7962 0F NEW <Q� p''\4 o �tj t of 2' 2' 4' 9x Site Plan It W LU 1/4 inch = 1 ft Z� r=�i y C! NORTH SOA Q666a5, �? (���� �PSITY O� ELECTRICAL SITE PLAN QO,r4SSIpN� 1 08-02-16 SETBACKS ADDED CAH SH _ / y E 1 0 07-25-16 CONSTRUCTION CAH SH Mission 1A PYRAMID J` 1 i �� B 07-20-16 MAP EXPANDED CAH SH I SOUTHOLD Communications Network Services LLC s 37645 NY-25 ns u oa RsoH. A 07-19-16 ISSUED FOR REV EW CAH SH ° rs+ PECONIC, NY 11958 Uro.E TH Y ARE ACT NG VNOER efcnon N0. DATE REVISIONS BY CHK APP'D 6355 Constitution Drive,Ff Wayne,IN 46804 1948" TWSAO�Y I ESSbNAl EHfoHEEQ TO 1. GROUNDING ELECTRODE SYSTEM A.PREPARATION 1. SURFACE PREPARATION: ALL CONNECTIONS SHALL BE MADE TO BARE METAL. BOND FENCE ALL PAINTED SURFACES SHALL BE FIELD INSPECTED AND MODIFIED TO ENSURE I CORNER POSTS PROPER CONTACT. NO WASHERS ARE ALLOWED BETWEEN THE ITEMS BEING (TYP•) GROUNDED. ALL CONNECTIONS ARE TO HAVE A NON-OXIDIZING AGENT APPLIEDG NOTES: PRIOR TO INSTALLATION. — 2. GROUND BAR PREPARATION: ALL COPPER GROUND BARS SHALL BE — G / G 1. SYSTEM GROUND NOT TO EXCEED 10 OHMS. PROVIDE A 3 CLEANED, POLISHED AND A NON-OXIDIZING AGENT APPLIED. NO G POINT SYSTEM TEST TO VERIFY THE FIELD CONDITIONS FINGERPRINTS OR DISCOLORED COPPER WILL BE PERMITTED. r — — — —— —— —— -H \ AND THAT THE DESIGN DOES NOT EXCEED AS DRAWN. 3. SLEEVES: ALL GROUNDING CONDUCTORS SHALL RUN THROUGH PVC SLEEVES CONTRACTOR TO PROVIDE A REPORT ON THE RESULTS OF WHEREVER CONDUCTORS RUN THROUGH WALLS, FLOORS OR CEILINGS. IF THE GRCUNDING TEST OF THE INSTALLED SYSTEM. CONDUCTORS MUST RUN THROUGH EMT, BOTH ENDS OF CONDUIT SHALL BE I I CONTRACTOR TO NOTIFY THE ENGINEER IF THERE ARE GROUNDED. SEAL BOTH ENDS OF CONDUIT WITH SILICONE CAULK. DIFFICULTIES OBTAINING A GROUND SYSTEM WITH LESS SOL MOISTURE/ G G THAN 10 OHMS. B.GROUND BARS TEMPERATURE SENSOR 1. ALL GROUND BARS SHALL BE 1/4-INCH THICK TINNED COPPER PLATE AND I 2 THE LIGHTNING ROD (1"X72" ALUMINUM ROD(PART OF SIZE INDICATED ON DRAWINGS. GAT 2.ALL CONNECTIONS TO THE GROUND BAR SHALL OBSERVE THE FOLLOWING I I ALTER SHIED BASE ) TO BE INSTALLED TO THE CONNECTION PONT ASE((A690). CONNECT THE BASE(A690) TO THE 20144 SEQUENCE: G I I ALUMINUM CONDUCTOR (A24). THE ALUMINUM CONDUCTOR A.BOLT-HEAD B.2-HOLE LUG — — — — — — — — — - - PROPOSED RAIN (224) ISO BE CONNECTED R THE ) TO SPLICER L- C.TINNED COPPER BUSS BAR GAUGE (2295). CONNECT THE SPLICER (2295) TO THE 32X17 D.STAR WASHER COPPER CONDUCTOR (PART 32) AT GROUND LEVET.. THE E. NUT 32X17 CONDUCTOR (PART 32) SHALL BE CONNECTED TO C.EXTERNAL CONNECTIONS THE GROUND ROD WITH COPPER CONDUCTOR CLAMP 1. ALL BURIED GROUNDING CONNECTIONS SHALL BE MADE BY THE EXOTHERMIC WELD (PART 231). PROCESS. CONNECTIONS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, TEE'S, CROSSES, ETC. ALL CABLE TO GROUND RODS, GROUND ROD SPLICES AND LIGHTNING G 3. THE GROUNDING SYSTEM SHALL COMPLY WITH ALL PROTECTION SYSTEMS ARE TO BE AS INDICATED. ALL MATERIALS USED (MOLDS, G FEDERAL STATE AND LOCAL CODES. WELDING METAL, TOOLS, ETC.) SHALL BE BY "CADWELD" AND INSTALLED PER MANUFACTURER'S RECOMMENDED PROCEDURES. 4. GROUND RODS SHALL BE 5TAI X 1O' LONG COPPER CLAD. BURY GROUND RING TO A DEPTH GROUND RODS SHALL MAINTAIN 2' AWAY FROM ALL T 2. ALL ABOVE GRADE GROUNDING AND BONDING CONDUCTORS SHALL BE CONNECTED /GROUND ROD YP.) - OF 18" BELOW FROST DEPTH- FOUNDATIONS BY TWO HOLE CRIMP TYPE (COMPRESSION) CONNECTIONS (EXCEPT FOR THE ACEG SEE DETAIL -4 WHICHEVER IS GREATER AND GROUND ROD) MECHANICAL CONNECTIONS, FITTINGS OR CONNECTIONS THAT G 5. GROUNDING SPLICES AND CONNECTIONS TO THE GROUND DEPEND SOLELY ON SOLDER SHALL NOT BE USED. ALL CABLE TO CABLE BOND TOWER TO TOWER GROUND RING. RING SHALL BE EXOTHERMIC CONNECTIONS COAT ALL CONNECTIONS SHALL BE HIGH PRESSURE DOUBLE CRIMP TYPE CONNECTIONS. G TOP AND BOTTOM SECTIONS OF TOWER CONNECTIONS WITH ZINC PAINT. CONNECTIONS TO STRUCTURAL STEEL SHALL BE EXOTHERMIC WELDS. BOND TOWER GROUND NO HAVE THE]R OWN INDIVIDUAL BOND TO BAR TO TOWER GROUND 6. ALL GROUNDING IS TO BE INSPECTED PRIOR TO D.GROUND RODS RING (2 PLACES) GROUND RING. CONNECTION OF BACKFILUNG. ALL GROUND RODS SHALL BE 5/8-INCH DIAMETER X 10'-0" LONG GROUNDING CONDUCTOR TO TO' "COPPERWELD" OR APPROVED EQUAL, OF THE NUMBER AND LOCATIONS SECTION OF TOWER BY USING A 7, ALL GROUNDS IN CONCRETE TO BE SLEEVED IN 3/4" PVC. INDICATED. GROUND RODS SHALL BE DRIVEN FULL LENGTH VERTICAL IN BOND DATA ENCLOSURE G REVERSIBLE MECHINCAL CONNECTION TO UNDISTURBED EARTH. TO TOWER GROUND RING PROVIDE FOR REMOVAL OF GROUNDING INSTALL NON CONDUCTOR FOR FOLD OVER OF TOWER. S. ALL GROUND RINGS AND LEADS SHALL BE#2 AWG SOLD E. GROUND CONDUCTORS G BARE TINNED COPPER. ALL GROUND CONDUCTORS SHALL BE STANDARD TINNED SOLID BARE COPPER INSULATED TOWER TOP PROPOSED 30' TOWER GROUND BAR TO TOWER ANNEALED, AND OF SIZE INDICATED ON DRAWINGS UNLESS NOTED OTHERWISE. BOND TOWER TOP F. LUGS EQUIPMENT TO 1. LUGS SHALL BE 2-HOLE, LONG BARREL, STRAND COPPER UNLESS OTHERWISE TOWER TO' GROUND Legend SPECIFIED IN THE CONTRACT DOCUMENTS. LUGS SHALL BE THOMAS AND BETTS BAR NTH #5 AWG G SERIES #54B BE OR EQUIVALENT G A.535 MCM DLO 54880BE \ GROUND ROD O 8.262 MCM DLO 54B72BE C. #1/0 DLO 54862BE CADWELD CONNECTION ■ D. #4/0 THWT AND BARE 54866BE G \ GROUND LEAD G E. #2/0 THWN 54862BE F. #2 THHN 542078E G G. #6 DLO 54205BE G 2. WHEN THE DIRECTION OF THE CONDUCTOR MUST CHANGE, IT SHALL BE DONE GRADUALLY. THE CURVATURE OF THE TURN SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING CHART: BOND ALL GROUND GROUNDING CONDUCTOR SIZE RADIUS TO INSIDE EDGE EQUIPMENT TO NO. 6 AWG TO NO. 4 AWG 6 INCHES GROUND RING(TYP.) G NO. 2 AWG TO NO. 1/0 AWG 8 INCHES / G NO. 2/0 AWG TO 4/0 MCM 12 INCHES 250 MCM TO 750 MCM 24 INCHES PROPOSED SOLAR , G PANELS I , G.GROUND RING 1. THE EXTERNAL GROUND RING ENCIRCLING THE TOWER (IF APPLICABLE) AND BETWEEN THE EQUIPMENT SHELTER PLATFORM ANCHORS SHALL BE MINIMUM NO. 2 A.W.G. SOLID PROPOSED SOLAR TINNED BARE COPPER CONDUCTOR IN DIRECT CONTACT WITH THE EARTH AT THE DEP _ PANEL ENCLOSURE INDICATED ON THE DRAWINGS. CONDUCTOR BENDS SHALL HAVE A MINIMUM BENDING _r WITH BATTERIES RADIUS OF EIGHT (8) INCHES. / CALL TOLL FREE PHONE(eoo)962-7962 2. ALL EXTERNAL GROUND RINGS ARE TO BE JOINED TOGETHER AND ALL CONNECTIONS MUST BE CADWELDED. NO LUGS OR CLAMPS WILL BE ACCEPTED. H.FENCE G OF NEW GROUND EACH GATE POST INDICATED ON THE DRAWINGS. GROUND CONNECTIONS TO FENCE POSTS AND ALL OTHER CONNECTIONS FOR THE GROUND GRID SYSTEM SHALL BE MADE BY EXOTHERMIC WELD *C,7 �O <'lJ-^._ PROCESS, AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS Grounding Plant AND PROCEDURES, AND SPRAYED WITH COLD-GALVANIZED PAINT. 2' 2' 4' Qp P w 1/4 inrh = I ItC9 NORTH y�FO �66641 tv� 66) g1TY OGROUNDING PLAN AQo`SSS%oA 1 08-02-16 SETBACKS ADDED CAH SH / pY R A M 1 D W`, �� E-2Al I 0 07-25-16 CONSTRUCTION CAH SH Mission 1�> ul •' �� B 07-20-16 MAP EXPANDED CAH SH SOUTHOLD r 0 37645 NY-25 ITS u OR RSON. A 0)-19-16 ISSUED FOR REV EW CAH SH ANetwork Services, LLC /aTl Communications S� • i� PECONIC, NY 11958 OF AUSLENTM Y�ESStlNkGENGINOEER,TO RECTION N0. DATE REVISIONS BY CHK APP'D --Constitution Drive,Ft Wayne,IN 46804 7948 THIS OOLU 2-HOLE COMPRESSION LUG BURNDY CAT HEX BOLT #YA2C2TC38E2 OR APPROVED EQUIVALENT - GROUND CABLES WITH TND HOLE LUGS ' FROM EQUIPMENT SEE DETAIL 1 THIS SHEET #2 AWG GROUND STAINLESS STEEL MOUNT BRACKETS(TYP) HEAT-SHRINK APPLIED TO COPPER SHIELD USE 1/4" FOR LUG AND 1/2" (MIN.) OF ATTACHMENT TO METAL CONDUCTOR - �f�- - ENCLOSURES & 3/8" FOR ATTACHMENT TO O J O GROUND BAR OR GROUND BARS O O O O O O O O O METAL ENCLOSURE HEX NUT U O �:„ O O O :J O O O O O O O O 0 0 INSTALLATION NOTES: 1. BOLTS, WASHERS, AND NUTS SHALL BE STAINLESS STEEL. 2. SELECT BOLT LENGTH TO PROVIDE MINIMUM OF TWO EXPOSED THREADS. 3. BURNISHING MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG #2 AWG SOLID TNND BARE COPPER WIRE J CONTACT. CADWELDED TO EXTERIOR GROUND BAR AND ROUTED TO BURIED GROUND RING 4. APPLY COPPER SHIELD COMPOUND WHEN UTILIZING TWO BARE COPPER SURFACES AND WIPE CLEAN EXCESS COMPOUND. VARIES 5. ALL METAL ELECTRICAL EQUIPMENT SHALL BE EXTERNALLY GROUNDED TO THE 3 POLE GROUND RING. (PAINTED METAL SURFACES MUST HAVE SMALL SECTION OF n sta I I a t i o n of Ground . \ � PAINT REMOVED BEFORE INSTALLATION, AND SHALL BE SPRAYED LIGHTLY WITH 5 q CLEAR COAT LACQUER FINISH. 'TO' ire to Ground Bar �- ; Lug Detail 3 NOT TO SCALE , /� ©� ° 6 � � NOT TO SCALE 4 NUT 7 8 4 CONDUCTOR LUG CLAMP MOUNT SEE DETAIL 1/E-3 WALL MOUNT LEGEND 01 UNIVERSAL COPPER GROUND BAR (47xB") CENTERS TO MATCH DOUBLE LUG CONFIGURATION O2 UNIVERSAL COPPER GROUND BAR (2"x10") CENTERS TO MATCH DOUBLE LUG CONFIGURATION 03ISOLATOR INSULATION NOTE: O4 3/8-11x1" TAMPER RESISTANT BOLTS 1 NO BACK-TO-BACK LUG ' CONNECTIONS ALLOWED OS STAINLESS STEEL WALL BRACKETS O6 ANGLE ADAPTORS 2 ALL HARDWARE IS 3/8" STAINLESS STEEL 1(7 LOCK WASHER P/N M10 O8 FLAT WASHER CALL TOLL FREE PHONE(800)962-7962 NGT , Ground Bar Po\NW 2 * o� X66641 r 41) R51TY-O� GROUNDING DETAILS Q0p`S510aP 1 08-02-16 SETBACKS ADDED CAH SH 2\ 'a \�� E-3 0 07-25-16 CONSTRUCTION CAH SH PY R A M 1 D B 07-20-16 MAP EXPANDED CAH SH Mission 1 SOUTHOLD Network Services LLC a 0 37645 NY-25 ns u GR ERsoN, A 07-19-16 ISSUED FOR REVIEW CAH SH Communicotions ' Y .• a UN 11 5 ��Y ARE AC➢NG UNDFR REcnof, s PECONIC, NY 11958 N0. DATE REVISIONS BY CHK APP'p 6355 Constitution Drive,Ff.Wayne,IN 46804 Of A UCEN OTESSWV7LL ENGINEER,TO �_7948� THIS DOCUM T FINISHED GRADE EXOTHERMIC WELD. /- STEEL POST \/ / \ GRADE CONTRACTOR TO COLD GALV. AFTER =° / / / WELD HAS COOLED-- „ \ \ \ /\ TYPE GT \ /�\ \ \ f\/ /\\�/ EXOTHERMIC WEIR 3/4" NON-METAUC LIQUIDTIGHT CONDUIT TO 1' BELOW GRADE SEAL BOTH ENDS WITH #2 AWG MIN. SOLID SIUCONE CAULKING NNED COPPER WIRE a� GROUND RING RING GROUND #2 FINISH GRADE AWG BCW TINNED COMPACTED EARTH BACKFILL- CADWELD CONNECTION #2 GROUND RING 5/8"0 COPPER CLAD STEEL TREATED W/ 2 COATS OF GROUND ROD 10'-0" LONG #2 AWG SOLID BARE COLD GALVANIZED PAINT `D I 0 TINNED (TYP. EACH POST) 0-6"MIN, J GROUND RING SYSTEM Ground Rod Detail (J) Ground Ring Trench Detail 2 NOT TO SCALE NOT TO SCALE NPost Ground Detail OT TO SCALE FEED GROUND - TYPE VS TYPE VN TYPE W TYPE GY TYPE GR CABLE TAP DOWN AT 45' HORIZONTAL CABLE TAP TO THROUGH VERTICAL CABLE THROUGH CABLES TO SIDE CABLE TAP TO TOP TO VERTICAL STEEL VERTICAL STEEL SURFACE TO VERTICAL STEEL OF GROUND ROD. OF GROUND ROD. SURFACE OR THE SIDE OR THE SIDE OF SURFACE OR TO THE SIDE OF HORIZONTAL OR HORIZONTAL PIPE. OF EITHER HORIZONTAL OR VERTICAL PIPE. VERTICAL PIPE. TOWARD EARTH GROUND IN CLOCKWISE DIRECTION TYPE TA TYPE GT TYPE XB TYPE HS TYPE NC CALL TOLL FREE TEE OF HORIZONTAL RUN AND THROUGH CABLE TO TOP CROSS OF HORIZONTAL HORIZONTAL CABLE TAP TO THROUGH AND TAP CABLES PHONE(800)962-7962 TOP CABLES. OF GROUND ROD. CABLES LAPPED AND NOT HORIZONTAL STEEL SURFACE TO GROUND ROD CUT OR PIPE. CABLE OFF SURFACE. sof NEW >+ Q� %\d 8 rrrii Ground Conductor Connection Exothermic Weld DetailsCl j- 4 It it— NOT TO SCALE � NOT TO SCALE � c,�+ LIJ A V 0011 GROUNDING DETAILS QG`ESSIO�A 1 08-02-16 SETBACKS ADDED CAH SH �\J�. • ,y PYRAM 1 D E-4 0 07-25-16 CONSTRUCTION CAH SH Mission 1 A w�• • � SOUTHOLD 8 07-20-16 MAP EXPANDED CAH SH �-, p Network Services LLC a 37645 NY-25 Ts u oR RSOa, A 07-19-16 ISSUED FOR REVIEW CAH SH Communications rs' \• �a PECONIC, NY 11958 UNEE 5 M Y ARE ACTING UNDER RECTION REVISIONS 6355 Constitution Drive,Ft.Wayne,IN 46804 X948 THIS A UCEN orEsswRu ENGINEER,TO N0. DATE BY CHK APP'D THIS Datuu 1. w V3 i (( e C FOR INTERNAL_ USE uNLY �. 1 E, SITE PLAN USE DETERMINATIO plar�nino�Board Initial eterniination . ! ._. . Date Sent: f " Date. ��m� kp--21A�— �� _. � L� Project-Name* w_ m r Project Address*_ LAI . „ Zoning Districti: Suffolk County Tax Map N0.:1000- Request. � ,.. documentationa�to - . (Note: Copy of Building Permit Application and supe g proposed use or uses should be submitted.) j l,5 rniination as to whether use is ;r Med, 66, e– n 7� initial Dete ,� Initial”Deternnination as to whether site plan is required:_ Sign tdr of Building Inspector Planning Department (P.D.) Refe'rµat:� .Date of comment: $ �--- P.D.Hate Received: f b D mments: a IN Signature of P14nn Dept.-Staff Reviewer Final Determination Decision:�__.__,..�.._._. ......... ....��-�_.___. ....�..�.... c;�nafiirn of Rlii{ciina�._....:_ ,�„w�..�....�..� �'� f-t n.nPrtar Mesonet UNIVERSITY AT ALBANY ���MI D k ervices, LLC August 4, 2016 Michael Verity Building Department Town of Southold 54375 Route 25 Southold, NY 11971 Re:NYS Mesonet Station,-376255NY--25, Peconic, NY-Pindar Vineyards 34+67- Dear Mr. Verity, 3qq3-67 I have been in discussion with Heather Lanza regarding this application and what process we should undergo in the Town of Southold. Ms. Lanza recommended we apply for a building permit to determine what our process should be. The NYS Mesonet system is a series of weather stations throughout New York State which will collect and record weather data including temperature, air pressure, humidity and wind speed. This information will be provided to local, state and federal emergency planners as an accurate and up to data assessment of weather conditions on a localized level. Additionally, agricultural applications of the Mesonet data include improved insect and disease advisories, spraying recommendations, irrigation scheduling, frost protection, planting and harvesting recommendations and prescribed burn advisories. The development of the Mesonet System was implemented as public safety initiative in response to the impacts of Hurricanes Irene and Sandy, and Tropical Storm Lee and is sponsored as a collaborative effort between FEMA, Department of Homeland Security, and State of New York. The proposed weather station at property owned by Pindar Vineyards will feature a 33' steel tower with weather instruments located on the tower, soil sensors, a rain gauge, and will be powered fully by a solar charged battery cabinet. The site will be unmanned and technicians will visit the station three to five times annually. Preliminary construction drawings are attached to this email to show the installation and its specifications. The Mesonet installations are not regulated under the Telecommunication Act of 1996;the installation will not feature any personal communication service (PCS)transmitters, repeaters or antennas, nor will any equipment on the station requires an FCC license. Additionally,the weather station is not designed to solely measure wind speed and velocity for the purposes of a commercial wind farm. At no time could the station be retrofitted to accommodate any other uses than the Mesonet system. The data recorded at the site will be logged and sent to SUNY Albany by means of existing commercial wireless service (Verizon) as currently available through their existing network throughout the Southold Area. The site is expected to be in operation for+/-thirty years as per the agreement with Pindar Vineyards. We understand that this application may be perceived as a cellular tower as per the Town's regulations, however we wish to convey the difference of this installation. I have enclosed several reference articles about it for your review. Additional information on the New York State Mesonet System can be found at: www.n smesonet.or Please review and let me know what permitting process will be required in the Town of Southold. Sincerely, to I Meredithe Smith Mathias Project Manager, Pyramid Network Services Contractor for Mesonet 11 River Road Glenmont, NY 12077 (518)791-0053 rn, rid tI@�Yrsa ie r .ncom A91' ' I Mesonet UNIVERSITY AT ALBANY ��MID k e le s, LLC August 4, 2016 Michael Verity Building Department Town of Southold 54375 Route 25 Southold, NY 11971 Re:NYS Mesonet Station, 37625 NY-25, Peconic, NY-Pindar Vineyards Dear Mr. Verity, I have been in discussion with Heather Lanza regarding this application and what process we should undergo in the Town of Southold. Ms. Lanza recommended we apply for a building permit to determine what our process should be. The NYS Mesonet system is a series of weather stations throughout New York State which will collect and record weather data including temperature, air pressure, humidity and wind speed. This information will be provided to local, state and federal emergency planners as an accurate and up to data assessment of weather conditions on a localized level. Additionally, agricultural applications of the Mesonet data include improved insect and disease advisories, spraying recommendations, irrigation scheduling, frost protection, planting and harvesting recommendations and prescribed burn advisories. The development of the Mesonet System was implemented as public safety initiative in response to the impacts of Hurricanes Irene and Sandy, and Tropical Storm Lee and is sponsored as a collaborative effort between FEMA, Department of Homeland Security, and State of New York. The proposed weather station at property owned by Pindar Vineyards will feature a 33' steel tower with weather instruments located on the tower, soil sensors, a rain gauge, and will be powered fully by a solar charged battery cabinet. The site will be unmanned and technicians will visit the station three to five times annually. Preliminary construction drawings are attached to this email to show the installation and its specifications. The Mesonet installations are not regulated under the Telecommunication Act of 1996;the installation will not feature any personal communication service (PCS) transmitters, repeaters or antennas, nor will any equipment on the station requires an FCC license. Additionally,the weather station is not designed to solely measure wind speed and velocity for the purposes of a commercial wind farm. At no time could the station be retrofitted to accommodate any other uses than the Mesonet system. The data recorded at the site will be logged and sent to SUNY Albany by means of existing commercial wireless service (Verizon) as currently available through their existing network throughout the Southold Area. The site is expected to be in operation for+/-thirty years as per the agreement with Pindar Vineyards. We understand that this application may be perceived as a cellular tower as per the Town's regulations, however we wish to convey the difference of this installation. I have enclosed several reference articles about it for your review. Additional information on the New York State Mesonet System can be found at: www.n smesonet.or Please review and let me know what permitting process will be required in the Town of Southold. Sincerely, Meredithe Smith Mathias Project Manager, Pyramid Network Services Contractor for Mesonet 11 River Road Glenmont, NY 12077 (518)791-0053 Msrnitb@pyra nidns.coni x/3/2016 Weather network station to record real-time data-Mmes Union timesunion http://www.times union.comltuplus-bus i ness/article/Weather-network-station-to-record-real-time-data- 8325112.php Weather network station to record real-time data Proposed mesonet will signal local,trustworthy information By Nicholas Bogel-Burroughs Published 4:44 pm,Saturday,June 25,2016 1yi� m, r IMAGE 1 OF 15 A tower that will be linked into the New York State Mesoscale Weather Network (Mesonet) is completed in Hudson Crossing Park in Schuylerville, NY. Photo by Brian Busher Albany For more than 120 years,the National Weather Service has relied on tens of thousands of citizen volunteers — farmers, high school science teachers and weather enthusiasts — to observe and provide weather data. Citizens in the late 1800s mailed information to the service (then the Weather Bureau) monthly, and for the last few decades, thousands of home observers have reported data every morning by phone. The system was updated by a retired emergency room doctor, Steve Dimse, in 2000, allowing volunteers to set up weather stations in their backyards and send data automatically via the internet. hitp,IAnrww.tamesL�nion.cor/`t`t,ar)lus-txisiness/article/W o,30t,,r-,netwc)rk-s4 ion.•torec d-,real-Orii&data- 2 112.plip 1/4 8/3/2018 Weather network station to record real-time data— !mes Union While these volunteers are a vital source for weather information, the data they provide are not held to World Meteorological Organization standards -- a rain gauge too close to a house or tree can skew data, which is why professionals often exclude volunteer data from research. A newly proposed mesoscale weather network station at Albany International Airport would increase the amount, frequency and accuracy of weather data, aiding researchers, emergency services, pilots and farmers by providing almost real-time conditions from a statewide network that follows instrument and reporting guidelines. - Using a $23.6 million grant from the Federal Emergency Management Agency, the University at Albany has built 50 of 125 planned mesonet stations, including state's first in Schuylerville last August. Karl Luntta, a spokesman for UAlbany, said there are also plans for a station in downtown Albany. The specific location has not been determined. The stations, by measuring statewide data every five minutes,would give researchers localized, trustworthy data. "We know the accuracy of the instruments, we know they're being calibrated and cleaned regularly," said Steve DiRienzo, a meteorologist for the Weather Service's Albany office. Having 125 stations throughout the state would provide "fine details that we wouldn't normally be able to see," he added. "The weather varies greatly over very short distances — people only really notice that when it snows." Unlike the current airport station, the new site would snap pictures every five minutes and record soil data up to 20 inches below the surface. Soil temperature is important for farmers to know when to plant crops and when to expect seasonal pests, said Andy Fellenz, who operates a farm in Phelps. The Albany station would also be one of 17 enhanced mesonet sites, providing httpJAuww.ti m esunion.com/tupl us-busi ness/arti cl eAA/eather-network-stati on-to-record-real-ti m e-data-8325112.php 2/4 8/3/2016 Weather network station to record real-time data—Times Union wind information up to one mile above the ground. Electric companies use wind data to predict and prepare for storms that could cause outages in the Capital Region. "We use all that information and real-time monitoring of storms so it gives us a better understanding of how many people we need to keep on and respond to a storm," said Nathan Stone, a spokesman for National Grid. New York records six vertical profiles each day via weather balloons, Chris Thorncroft, co-director of the New York mesonet program, said in an email. The 17 enhanced sites would produce an unprecedented 4,896 profiles each day and would lead to "vastly improved early warning of extreme weather events," Thorncroft said. UAlbany's request for a no-cost land use permit from the airport for 19 years is under review by the airport authority board. The Rev. Kenneth Doyle, who chairs the board, said he and other board members declined to act on the proposal at the June meeting because they worried the station would damage a new membrane roof on Concourse C, which is designed to stop leaks. Doug Myers, the airport spokesman, elaborated on the board's concerns, saying the roof had recently been renovated "at quite an expense," although he declined to name a figure. Placing the 3-foot sensor on the ground is actually preferred by UAlbany, Luntta said, it would be easier for technicians to access. The mesonet data would help researchers nationally, but Thorncroft also said the Albany site would improve airport safety. "Wind profile data will aid airport operations to better understand local wind shear conditions as well as to better track developing storm situations," he said. Thorncroft said he hopes the New York mesonet program can emulate and improve http:/Iwww.timesunion.com/tuplus-business/articieNVeather-network-stabarto-record-real-time-data-8325112.php 3/4 8/3/201f Weather network station to record real-time data ,r—Tres Union upon the Oklahoma Mesonet system, which was established in 1994. Gary McManus, the state climatologist at Oklahoma Mesonet, said that state's system has been vital in the last two decades during wildfires and other disasters. In 2015, after five years of drought, Oklahoma had its wettest year on record, and the mesonet provided crucial flood and precipitation data. "The mesonet's special coverage helped the Weather Service determine where the worst of that flooding was occurring," McManus said. "Just in that drought-to- flooding scenario over those five years, the mesonet was vital not only to the National Weather Service but to all functions of our state decision makers and emergency managers." nburroughs@timesunion.com @ 2016 Hearst Communications, Inc. H E A R S T httV,Itwww,tir,nc�su�' CXl,C4YTl/tUPIUS-businesstarticle/Weall,w-network-",)Iion-to-record-real-firne-da(a-&1Z5112.php 4/4 4 ti f v e A \�A�� ,,. �„ �\y> - _ - .. .., AAV� yy � c f6'YN OF SOUTHOLD BUILDING PERMIT APPY`'ATION CHECKLIST BUILDING DEPARTMENT Do you have or need flowing,before applying? TOWN HALL Board of Health o'�L SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: (631)765-9502 Survey N SoutholdTown.NorthFork.net PERMIT NO. Check.–-------- Septic Fonn____LNJ± N.Y.S.D.E.C. /'I I Pr I,rustccS—-.,,,,..,--- C.O.Application Flood Permit N 14 Examined 120_ Single&Separate Storm-Water Assessment Form–LIA- Contact: Approved 20— Mail to:,----- Disapproved a/c_,,,,, ...... ....... ............ Phone. Expiration 120_ Building Inspector APPLICATION FOR BUILDING PERMIT 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. Otp, I -I& (a m i Serv,clvi ........... .(Signature. ........... (signature of applicant or name,if a corporation) .......................- ing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Ls�mt). + 6 eWl &yi 4,,&hl,(61 ra M 0 [Ve 1kve,,y vl,(,t Name of owner ofpremises, ........... (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No.. Electricians License No. ................................................................................... _, Other Trade's License No. 1. Location of land on which proposed work will be done: Peon O'c' ........ House Number Street t Hamlet... ................ County Tax Map No. 1000 Section )Do 0 Block Lot Filed Map Subdivision 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy... j 6AA�E,�b. Intended use and occupancy_ ,— --5i- IL 3. Nature of work(check which applicable):New Building-.-- Addition Alteration — Repair Removal-.-Demolition (Description) 4. Estimated CostFee - (To be paid on filing this application) /U 5. If dwelling,number of dwelling units_ ____-Number of dwelling units on each floor_-,,,,—..,—- If garage, number of cars 6. if business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front,,_,.......,-,--.Rear Height- —Number of Stories, Dimensions of same structure with alterations or additions: Front Rear Depth —Height Number of Stories_, 8. Dimensions of entire new construction:Front Rear_Dcpth Height -t,,( g, Number of Stories SPS a 9. Size of lot:Front JD� 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated t4 V.10 C4, t4-1111—, L-11--!`:------- +e-ve- 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_. _NO 1- 4t-4— U",2-- 13.Will lot be re-graded?YES No\- premises?YES_NO' _Will excess fill be removed from prem, f o S-0 14.Names of Owner of premiseA,,�O., Dami'"O" -Addres Phone No Address.L� n.�/"11 On— 1�,�11,141 TO Phone No.Zf,-a)-1 NameofArchitect -�t _Address 9�wv Le6w - -o Name of Contr, 15 a. Is this property within 100 feet ofa tidal wetland or a freshwater wetland?*YES,_......F NO'- *IF YES,SOUTHOLD TOWNTRUSTEES&DX,C,PERMI'I'S MAY BE REQUIRE b.is thi,,;property within 300 feet ofa tidal waland?* YES_—.......NO-? *IF YES,D.E.C,PERMITS MAY BE REQUIRED, 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? *YES NO '10 *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFWo4rti- ) M&,MLt being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the ........ (Contractor,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 knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this ....... 20J(O P4QJPder-6AVNES --------- Lfl)fiC NOTARY PUBLIC IN THE STATE OF N El YCAK X0 -L Sag k -4plicant =URED N WARRfN C001TY,No,01 E 'Xv?" MY CCAPAMMX04 EYMAE'S MAY 19,20-je TG YN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health f�J► SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey N 10- SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form NIA N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 20 Single & Separate Storm-Water Assessment Form N 1V} Contact: Approved , 20 Mail to: Disapproved a/c Phone: Expiration 720 Building Inspector APPLICATION FOR BUILDING PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. p Iy(amiGi NG�yy�yl� S�vu/ (Signature of applicant or name, if a corporation) �1 �+Vim✓ �ya r.( Ci lx ti rklo-Y4, N L1 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder I e-C �N�S YYl e��vk�� t- ram►c1 &e Vak- Sp-rV,-CLS ) Name of owner of premises I i J 04- bam ido o s (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: qq.s5 'n - a(�, Peco�►�� House Number Street Hamlet County Tax Map No. 1000 Section I 0 0 0 Block__6 Lot — `� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy WeA-v 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work U ea,4i,� 5"'Pt s_ ription) 4. Estimated Cost Fee (To be paid on filing this application) t-'- 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories Rear t� I �� ' Depth 3 b 1'6 9. Size of lot: Front 10. Date of Purchase Name of Former Owner Gv L{"U✓wi �S-Gvvo--Tl.--�. 11. Zone or use district in which premises are situated kC - I_ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO A- +Le'4-L'V 13. Will lot be re-graded? YES NO�_Will excess fill be removed from premises? YES NO'S Njq-W_4, ((RS`'� N� PhoneNo.��3f� �ts 14. Names of Owner of premises�14av Da'""ahos Address 3jbq5 �cGv�I�� - Name of Architect ' C1mv~'U4'*cAddress�3 S"S &vi%I,tv h-n D'''vL Phone No (Z-UO) Name of Contractor��ravn�d ���wavl� ���� Address fl 12Lv 4( 1�wF Phone No. ' lLm rmnli ,Nl( lloT4- 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOS * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. i � 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. Sxc- ��- 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Woairt, mtfa',�& Sov„ll,, yv1c ��S being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the " a(,+f (Contractor, 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this fA2% 20 • � �� 1 reof Applicant Y PUBUC IN THE STATE OF N�YrgK g C'VWFIED IN WARREN COMM,NO.01 F 'Ma'3 - MY COMMISSION EXPIRES MAY 19,?U j j