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HomeMy WebLinkAbout3484Before You Dig, Drill Or Blast! Dig 00 ,� Safely. Now York UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION CALL US TOLL FREE 1-800-962-7962 NY industrial code rule 753 requires no less than two working days notice, but not more than ten days notice. DIG SAFELY - NEW YORK r-N NTTMBE--. SITE NAME: PURCHASE BLINDBROOK SITE NUMBER: NY-1826 SITE ADDRESS: 938 KING STREET RYE BROOK, NY PROPERTY OWNER: VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK, NY 10573 APPLICANT: NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 JURISDICTION: VILLAGE OF RYE BROOK CURRENT ZONING: R-20 & R-15: ONE FAMILY RESIDENCE MAP, BLOCK & LOT: OLD: MAP 1, BLOCK 6, LOTS 9.1 & 9.2 NEW. MAP 129.68, BLOCK 1, LOTS 14 & 14.1 QUADRANGLE MAP: GLENVILLE COUNTY: WESTCHESTER DECLINATION: 12*± LATITUDE (NAD 83): 41 * 02' 03.3" N LONGITUDE (NAD 83): 73* 40' 26.3" W PROJECT INDEX NEXTEL CONTACT: JASON D'AMICO (860) 463-6023 SITE CONTACT: CHRISTOPHER J. BRADBURY VILLAGE ADMINISTRATOR/CLERK (914) 939-1121 EXT, 102 TECTONIC CONTACT: TAMMY NOSEK (845) 567-6656 EXT. 116 VILLAGE OF RYE BROOK VILLAGE CLERK (914) 939-1121 ELECTRIC COMPANY: LUCID GAIA. (914) 925-6433 TELEPHONE COMPANY: VERIZON (845) 890-7100 PROJECT CONTACTS INSTALLATION OF A 30'x50,' UNMANNED EQUIPMENT BUILDING AT GRADE AND EIGHTEEN (18) PANEL ANTENNAS MOUNTED INSIDE A NEW 120' FLAGPOLE. PROJECT DESCRIPTION I 11"NAL-HHh" AS-130fl, i I L SHT. NO. DESCRIPTION REV NO REVISION DATE T-1 TITLE SHEET 5 2/19/06 z C.9 Uj T-2 BUILDING CODE REQUIREMENTS & NOTES 2 9/13/06 . C-1 OVERALL SITE PLAN, EROSION CONTROL DAILS & NO'TES'-- 3 11/16/06 C-:-2 SITE GRADING & EROSION CONTROL PLAN 3 11/16/06 C-3 PARTIAL SITE DETAIL PLAN & LAYOUT PLAN 3 11/16/06 C-4 DETAILS 2 9/13/06 C-5 LANDSCAPING PLAN, DETAILS & NOTES 3 11/16/06 C-6 POLE DESIGN & NOTES 2 9/13/06 RF-1 NEXTEL ANTENNA DETAILS 2 9/13/6-6 RF-2 CINGULAR ANTENNA DETAILS 2- 9/13/06 RF-3 T-MOBILE ANTENNA DETAILS 2 9/13/06 RF-4 VERIZON WIRELESS ANTENNA DETAILS 3 9/21/06 A 1 EQUIPMENT BUILDING FLOOR PLANS 2 73 06 Cr_ A-2 EXTERIOR ELEVATIONS 2 9713/06 A-3 EXTERIOR ELEVATIONS 2 9/-13/06 0 E­ 77 —1 OVE-RXEL- MECHANICAL PLAN, DETAILS & NOTES 2 9 /13/-0 a Uj :2 1 E-1 EXTERIOR ELECTRIC PLAN & DETAILS 3 11/16/06 E-2 INTERIOR ELECTRICAL PLAN & DETAILS 2 9/13/06 E-3 NEXTEL ELECTRICAL DETAILS & NOTES 2 9/13/06 < E-4 CINGULAR ELECTRICAL DETAILS & NOTES 2 9/13/06 jE E-5 CINGULAR ALARM DETAILS 1 2 9/13/06 u0i E-6 CINGULAR ALARM DETAILS 2 2 9/13/06 -i Uj E-7 T-MOBILE ELECTRICAL DETAILS & NOTES 2 9/13/06 E-8 VERIZON WIRELESS ELECTRICAL DETAILS & NOTES 2 9/13/06 E-9 GENERATOR SPECIFICATIONS 2 9/13/06 F71 OVERALL FOUNDATION PLAN & DETAILS z -F-'�- BORING LOCATION PLAN & LOGS 7 2 9/13/06 G-T' OVERALL EXTERIOR GROUNDING PLAN, DETAILS & NOTES *7' 2 1 9/13/06 0 z G-2 1 OVERALL INTERIOR GROUNDING PLAN, DETAILS & NOTES 2 9/13/06 SHEET1111DEX K THIS SET OF PLANS SHALL NOT BE UTILIZED AS CONSTRUCTION DOCUM> JNTS UNTIL ALL ITEMS OF CONCERN HAVE BEEN ADDRESSED AND EACH OF THE DRAWINGS HAS BEEN REVISED AND ISSUED "FOR CONSTRUCTION" SPECIAL NOTES: 1. CONTRACTOR TO PROTECT EXISTING TREES, REFER TO DETAIL 4/C--5. ANY EXISTING TREES DAMAG OUTSIDE THE LIMITS OF CONSTRUCTION MUST BE REPLACED ON A ONE TO ONE BASIS OF CALIPER INCH. MINIMUM REPLACEMENT TREE SHALL BE 4'-4 1/2". 2. CONT ACTOR TO ADD A TEMPORARY 6'-0" CHAIN LINK PERIMETER SECURITY FENCE AND LOCKING SECU ITY GATE. 3. CONTRACTOR WILL BE RESPONSIBLE TO MILL AND REPAVE THE VILLAGE HALL PARKING LOT AND DRIVEWAY IF IT IS DAMAGED DURING CONSTRUCTION. UNDERGROUND UTILITIES: 1. CONTRACTOR To VERIFY LodATION OF VILLAGE HALL SANITARY SEWER PIPE & AND ALL OTHER UNDERGROUND UTILITIES PRIOR TO DIGGING. 2, A TEST PIT IS REQUIRED TO CONFIRM THE LOCATION OF THE EXISTING SANITARY SEWER PIPE, AND THAT THERE WILL BE NO INTERFERENCE WITH THE PROPOSED DRYWELLS. - PLANNING - IENGINEERING Iff . SUM WNG _T UCT N . CON,, R ION MANAGEMENT 7XV7' V Engineering & Surveying Consultants P.C. 955 Little Britain Rood New Windsor, NY 12553 Phone, (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPLICANT-. IN CONJUNCTION WITH: - Ved7on wireiess (SITE 2002015980 — LINCOLN AVENUE) g cinaular WIRELESS (SITE N-021) COMMUNICATIONS POINT INC (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 11 LH nATF Pqql IF - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 9/13/06 PER COMMENTS 3 9/21/06 PER RF COMMENTS 4 11/16/06 PER VILLAGE ENGINEER COMMENTS 5 12/19/06 REVISED FOOTINGS KELY-A51EV EIY BATE Lj I n/ p-b-] APPROVALS CONSTRUCTION DATE: LEASING DATE: R,F DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: C 11-E, W E NY- 1826 PURCHASE BLINDBROOK Vv 938 KING STREET V1Lb'k0;f-- OF RYL01 .'R �50 71i 1 Dl- -jRYE BROOK, NY 10573 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS, ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX,: (914) 421-2757 SHEET TITLE CJF RA 1, TITLE SHEET UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF, A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A SHEET NUMBER VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF"� THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 3 jIIIIIIIIIII ORIGINAL SIZE IN INCHF— TONING INFORMATION SITE ADDRESS: 938 KING STREET RYE BROOK, NEW YORK 10573 SITE INFORMATION: OLD DESIGNATION: MAP: 1 BLOCK: 6 LOT: PART OF 9.1 & 9.2 NEW DESIGNATION: MAP: 129.68 BLOCK: 1 LOT: PART OF 14 & 14.1 BUILDING CODE REQUIREMENTS GENERAL REQUIREMENTS 1. EXITS SHALL BE MAINTAINED SO AS TO PROVIDE FREE AND UNOBSTRUCTED EGRESS FROM ALL PARTS OF THE OCCUPANCY. NO LOCKS OR FASTENINGS TO PREVENT FREE ESCAPE FROM INSIDE SHALL BE INSTALLED. COMPLY WITH CHAPTER 10 OF THE BUILDING CODE OF NEW YORK STATE. 2. NO AISLES SHALL BE OBSTRUCTED SO AS TO REDUCE ITS REQUIRED WIDTH AS AN EXIT. COMPLY WITH CHAPTER 10 OF THE BUILDING CODE OF NEW YORK STATE. FIRE PROTECTION CONSTRUCTION REQUIREMENTS 1. ALL CONSTRUCTION AND BUILDING ELEMENTS SHALL BE IN ACCORDANCE WITH TEST PROCEDURES SET FORTH IN ASTM E119 OR IN ACCORDANCE WiTH SECTION 703 AND 703.3 WITHIN THE BUILDING CODE OF NEW YORK STATE. 2. PROTECTION OF STRUCTURAL MEMBERS, EMBEDMENTS, AND ENCLOSURES SHALL COMPLY WiTH SECTION 713 AND 720. 3. PROTECTION OF LINTELS SHALL COMPLY WITH SECTION 713 AND 720. 4. OPENING PROTECTIVES SHALL COMPLY WITH SECTION 714. 5. FIRE RETARDANT WOOD SHALL COMPLY WITH SECTION 720 AND 2303.2. 6. WALL PENETRATIONS SHALL COMPLY WITH SECTION 711 AND 711.3.1.2. 7. ROOF COVERINGS SHALL BE iN COMPLIANCE WITH SECTION 1505 AND 1507. B. DUCTS, PIPES AND CONDUITS THROUGH RATED CONSTRUCTION SHALL COMPLY WITH SECTION 711 AND 715. 9. INTERIOR FINISHES SHALL COMPLY WITH SECTION 803, 804 AND TABLE 803.4 AND BE IN ACCEPTANCE WITH THE BUILDING CODE OF NEW YORK STATE. 10, PARTITIONS AND FURRING SHALL COMPLY WITH SECTION 720. 11. CEILING CONSTRUCTION SHALL COMPLY WiTH SECTION 803. MEANS OF EGRESS 1. ALL MEANS OF EGRESS WORK SHALL, AS INCLUDED COMPLY WITH SECTION 1003. 2. DETERMINATION OF EXIT REQUIREMENTS, INCLUDING TRAVEL DISTANCE, OCCUPANCY AND EXIT AND DOOR WIDTHS SHALL COMPLY WITH SECTION 1003 THRU 1004 AND TABLE 1004.2.4. 3. EXIT LOCATION AND NUMBERS SHALL COMPLY WiTH SECTION 1004 ,1005 AND 1006. 4. CORRIDOR DIMENSIONS, CONSTRUCTION, BORROWED LIGHT, VENTILATION, AND INTERIOR FINISH SHALL BE IN COMPLIANCE WITH SECTION 1003 AND SECTION 1043.2.2. 5. DOOR TYPE, DOOR AND FRAME DIMENSION SWING, DOOR AND WINDOW HARDWARE, AND PANIC HARDWARE, SHALL COMPLY WITH SECTION 1003.3.1. 6. EXiT SIGNS SHALL COMPLY WITH SECTION 1003..2.10 THRU 1003.2.10.5. 7. EXIT EMERGENCY LIGHTING SHALL COMPLY WITH SECTION 1003.2.11 THRU 1003.2.11.3. f ►l11iIs 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH PROVISIONS OF LOCAL, STATE, AND FEDERAL, LAWS, ORDINANCES, AND REGULATIONS WHEREVER APPLICABLE. ALL SECTION CALL -OUTS ARE SECTIONS FROM THE NEW YORK STATE BUILDING CODE UNLESS OTHERWISE NOTED/STATED. 2. CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE AND TO HAVE VERIFIED ALL EXISTING SITE CONDITIONS PRIOR TO SUBMISSION OF BID. 3. IN THE EVENT THAT A CONDITION ON THE DRAWINGS IS DISCOVERED TO BE IN CONFLICT WITH THOSE IN THE SPECIFICATIONS, CONSULT THE DESIGNER FOR RESOLUTION PRIOR TO EXECUTING AFFECTED WORK. 4. DO NOT SCALE THE DRAWINGS. DIMENSIONS TAKE PRECEDENCE. DIMENSIONS INDICATED AS +/- ARE SUBJECT TO MINOR ADJUSTMENT IN THE FIELD. OTHER DIMENSIONS ARE FIXED UNLESS DIRECTED OTHERWISE. NOTIFY THE DESIGNER IN THE EVENT THAT ACTUAL DIMENSIONS VARY MORE THAN 2" FROM THOSE MARKED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF FIELD DIMENSIONS. 5. IN THE EVENT OF A CONFLICT BETWEEN CONDITIONS REPRESENTED ON SMALL-SCALE AND LARGE-SCALE DRAWINGS, THE LARGE-SCALE DRAWING SHALL GOVERN. 6. GRAPHIC SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS MAY VARY FROM DISCIPLINE TO DISCIPLINE (I.E. FROM ARCHITECTURAL TO ELECTRICAL). THE CONTRACTOR IS ADVISED NOT TO APPLY GRAPHIC SYMBOLS AND ABBREVIATIONS USED WITHIN ONE DISCIPLINE TO ANOTHER DISCIPLINE. 7. WHERE U.L. DESIGN ASSEMBLIES OR OTHER INDUSTRY -TESTED SYSTEMS ARE DESIGNATED iN THE WORK, REFER TO CURRENT PUBLICATIONS OF REFERENCED AGENCY AND PROVIDE APPLICABLE REQUIREMENTS THEREOF, WHETHER INDICATED ON DRAWINGS OR NOT. iN THE EVENT THAT A CONDITION ON THE DRAWINGS IS DISCOVERED TO BE IN CONFLICT WITH SUCH PUBLICATIONS, CONSULT THE ENGINEER AND OWNER FOR RESOLUTION PRIOR TO EXECUTING AFFECTED WORK. 8. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND JOB CONDITIONS, AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES, CONFLICTS, AND/OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK. SHOULD THE CONTRACTOR FAIL TO FOLLOW THiS PROCEDURE AND CONTINUE WITH THE WORK, THEY SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 9. ALL ITEMS OF WORK IDENTIFIED ON THE DRAWINGS BY NAME, NOTE, OR MATERIAL DESIGNATION ARE NEW, UNLESS OTHERWISE NOTED. 10, ALL MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S LATEST PRINTED SPECIFICATIONS, AND WITH ALL APPLICABLE CODE REQUIREMENTS. 11. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE PRACTICES. EACH TRADE SHALL COOPERATE WITH OTHER TRADES TO FACILITATE JOB SCHEDULING AND COMPLETION, 12. PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE STANDARD OF CONSTRUCTION. ITEMS OF EQUAL QUALITY MAY BE SUBMITTED FOR THE ENGINEERS REVIEW AND APPROVAL. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO AREAS AS A RESULT OF HIS WORK, AND SHALL REPAIR DAMAGED SURFACES OR AS MAY BE REQUIRED TO COMPLETE THE ENTIRE SCOPE OF THE WORK. 14. AT THE COMPLETION OF EACH WORKDAY, CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING UP PROJECT AREA. RUBBISH REMOVAL SHALL BE DONE IN A DUST INHIBITIVE FASHION, AND THE JOB SITE SHALL BE FREE OF ALL DEBRIS AND BROOM CLEAN UPON COMPLETION. REMOVAL AND DISPOSAL OF DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR. 15. CLEAN ALL FLOORS, WALLS, DOORS, MISCELLANEOUS GLASS, ETC., LEAVING JOB FREE OF DUST AND DEBRIS, PRIOR TO PROJECT COMPLETION. 16. FLAME SPREAD OF ALL INTERIOR FINISHES SHALL MEET OR EXCEED CLASS "P" (ASTM-E-84) OR CLASS "I" (RADIANT PANEL TEST) REQUIREMENTS. 17. PROVIDE DRY CHEMICAL "ABC" TYPE, OR AS SPECIFIED BY CARRIER, 20 lb. CAPACITY FIRE EXTINGUISHERS (FE), WHERE INDICATED ON THE FLOOR PLANS. 18. ENGINEER SHALL OBTAIN NECESSARY PLAN APPROVALS FOR GENERAL BUILDING PERMIT IN THE VILLAGE OF RYE BROOK. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS AND APPROVALS FOR ALL TRADES INCLUDING PAYING FOR ALL ASSOCIATED FEES. 19. ALL MECHANICAL AND ELECTRICAL WORK SHALL BE IN FULL CONFORMANCE WITH THE MECHANICAL CODE AND BUILDING CODE OF NEW YORK STATE (RESPECTIVELY), AND ALL OTHER APPLICABLE CODES AND REGULATIONS. 20. ELECTRICAL WORK SHALL BE INSTALLED BY AN ELECTRICIAN LICENSED IN NEW YORK STATE AND IN THE VILLAGE OF RYE BROOK IN ACCORDANCE WITH BUILDING CODE OF NEW YORK STATE AND NATIONAL ELECTRICAL CODES. A NEW YORK BOARD OF FIRE UNDERWRITER'S CERTIFICATE SHALL BE OBTAINED FOR ALL ELECTRICAL WORK, AND SUPPLIED TO THE OWNER AND ENGINEER. 21. PROVIDE ANY AND ALL TREATED WOOD BLOCKING/BACKING OR 14 GA. GALV. FLAT STOCK BACKING AS REQUIRED TO ENSURE PROPER AND ADEQUATE SUPPORT (IN COMPLIANCE WITH BUILDING CODE OF NEW YORK STATE MINIMUM LOADING REQUIREMENTS WHERE APPLICABLE) OF VARIOUS ITEMS INCLUDING, BUT NOT NECESSARILY LIMITED TO CABINETRY, SHELVING, CONDUITS, CABLE TRAYS AND LADDERS, AND ALL OTHER WALL MOUNTED APPURTENANCES, ETC. 22. TEMPORARY SHORING AND BRACING SHALL BE INTRODUCED WHEREVER NECESSARY TO ACCOMMODATE ALL LOADS WHICH THE STRUCTURE MAY BE SUBJECTED TO DURING CONSTRUCTION, INCLUDING ANY EQUIPMENT AND THE OPERATION(S) OF SAME. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY, AND THEN REMOVED UPON COMPLETION OF PERMANENT INSTALLATION(S). 23. CONTRACTOR SHALL SUBMIT CUTS, M.S.D.S. SHEETS, AND SAMPLES OF FINISHES, EQUIPMENT AND MATERIALS FOR ENGINEER'S APPROVAL PRIOR TO ORDERING, FABRICATION, OR COMMENCEMENT OF THE WORK. ALL SUBMISSIONS SHALL BE PROVIDED iN SETS OF FIVE (5) AND TIMED SUCH THAT MATERIAL DELIVERIES AND INSTALLATION ACCOMMODATE THE OWNER'S SCHEDULE AND COMPLETION DATE. ABBREVIATIONS ABV ABOVE JT JOINT AD AREA DRAIN ADJ ADJACENT / ADJUSTABLE L LONG ADD'N ADDITION LAM LAMINATE AFF ABOVE FINISHED FLOOR LKR LOCKER(s) ALT ALTERNATE LP LOW POINT ALUM ALUMINUM AP ACCESS PANEL M('s) MEN('s) APPROX APPROXIMATE MAIL MATERIAL ARCH ARCHITECTURAL MAX MAXIMUM ASPH ASPHALT MECH MECHANICAL MET, MTL METAL B & B BALLED & BURLAPPED MFD MANUFACTURED BLDG BUILDING MFG MANUFACTURING BLK BLOCK MFR MANUFACTURER BLKG BLOCKING MIN MINIMUM BLK HD BULKHEAD MO MASONRY OPENING BM BEAM / BENCH MARK MS MACHINE SCREW BOL BOTT BOTTOM BRK BREAK (N) NEW BRKT BRACKET NAT NATURAL BSMT BASEMENT NIC NOT IN CONTRACT BU BUILT-UP NO. NUMBER NOM NOMINAL CAL CALIPER NTS NOT TO SCALE CB CATCH BASIN CIP CAST IN PLACE OA OVER ALL CENTER LINE OC ON CENTER CL CLEAR / CLOSET OD OUTSIDE DIAMETER CLG CEILING OF OUTSIDE FACE CMU CONCRETE MASONRY UNIT OPG, OPNG OPENING COL COLUMN OPP OPPOSITE COMP COMPRESSED CONC CONCRETE PART, PART'N PARTITION COND CONDITION It PLATE CONN CONNECTION PLAS PLASTER CONST CONSTRUCTION PLY PLYWOOD CONT CONTINUOUS PORT PORTABLE CORR CORRIDOR PR PAIR PREFAB PREFABRICATED D DEEP / DEPTH PREFIN PREFINISHED DEG DEGREES PROD PROJECTION/PROJECT DET, DTL DETAIL PT POINT DIA DIAMETER DIAG DIAGONAL R RISER j RADIUS DIM DIMENSIONS RD ROOF DRAIN REF REFERENCE DN DOWN REINF REINFORCED / REINFORCING DR DOOR RESIL RESILIENT DP DAMPPROOFING R EQD REQUIRED DS DOWN SPOUT RM ROOM DWG DRAWING RO ROUGH OPENING EA EACH SB SPLASH BLOCK EF EXHAUST FAN SCHED SCHEDULE EG EDGE GUARD SCR SCREEN EJ, EXP JT EXPANSION JOINT SECT SECTION EL ELEVATION SEL SELECT ELEC ELECTRICAL SEP SEPARATION EMERG EMERGENCY SH, SHWR SHOWER ENTR ENTRANCE SH MET SHEET METAL £Q EQUAL SHT SHEET EXIST EXISTING SIM SIMILAR EXP EXPANSION SL SLAB EXT EXTERIOR / EXTENSION SOG SLAB ON GRADE SPEC SPECIFICATION FD FLOOR DRAIN SPKR SPRINKLER FE FIRE EXTINGUISHER S/S STAINLESS STEEL FF FINISH FACE ST, STL STEEL FIN FINISH STD STANDARD FL, FLR FLOOR STOR STORAGE FLASH FLASHING SiR, STRUCT STRUCTURAL FP FIREPROOF SYM SYMMETRICAL FS FULL SIZE FT FOOT / FEET TO TRENCH DRAIN FTG FOOTING TEL TELEPHONE FURR FURRING TEMP TEMPERATURE / TEMPORARY FUT FUTURE THK THICK TOIL TOILET GA GAUGE T/MASONRY TOP OF MASONRY GALV GALVANIZED T/PARAPET TOP OF PARAPET GC GENERAL CONTRACTOR T/STL TOP OF STEEL GEN GENERAL T/WALL TOP OF WALL GL GLASS / GLAZED TYP TYPICAL GR GRADE GRD GROUND UNEXC UNEXCAVATED GYP GYPSUM UNFIN UNFINISHED GYP BD GYPSUM BOARD UNP'D UNPAINTED UON UNLESS OTHERWISE NOTED H HIGH HC HOLLOW CORE VCT VINYL COMPOSITION TILE VERT VERTICAL HOWE HARDWARE VIF VERIFY IN FIELD HM HOLLOW METAL HOR, HORIZ HORIZONTAL HP HIGH POINT W WIDTH W('s) WOMEN('s) HR HOUR W/ WiTH HT, HGT HEIGHT WC WATER CLOSET ID INSIDE DIAMETER WD WOOD IN INCH WiN, WIND WINDOW INFO INFORMATION W' WATERPROOFING j WORKING POINT WT, WGT WEIGHT INSUL INSULATION INT INTERIOR [CONCRETE NOTES 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318. 2, ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 3000 PSI. IF IT IS NOT SPECIFIED IN THE DRAWING. 3. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150 - TYPE I OR 11. 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, "DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE REINFORCEMENT". 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, "WELDED STEEL WIRE FABRIC PLAIN FOR CONCRETE REINFORCEMENT". 6. CONCRETE WORK AND MATERIALS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE "SPECIFICATIONS FOR . STRUCTURAL CONCRETE FOR BUILDINGS", ACI 301. 7. SUBMIT CONCRETE MIX DESIGN TO THE DESIGN ENGINEER FOR APPROVAL NOT LESS THAN 3 DAYS PRIOR TO CONSTRUCTION. MIX DESIGN SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT OF CONCRETE. 8. READY MIX CONCRETE SHALL COMPLY WITH ACI 304 AND ASTM C94 WITH A MAXIMUM WATER -CEMENT RATIO OF 0.50. TIME BETWEEN INTRODUCTION OF WATER AND THE PLACEMENT OF CONCRETE SHALL NOT EXCEED 1-1/2 HOURS. 9. CONCRETE AGGREGATES SHALL BE NORMAL WEIGHT, CONFORMING TO ASTM C33. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 3/4". 10. CHLORIDE -CONTAINING ADMIXTURES SHALL NOT BE USED. 11. CONCRETE SLUMP SHALL NOT EXCEED 5 INCHES UNLESS SPECIFICALLY AUTHORIZED BY THE ENGINEER. SLUMP SHALL BE DETERMINED IN ACCORDANCE WITH ASTM C143. 12. PROVIDE AIR ENTRAINMENT IN EXTERIOR EXPOSED CONCRETE TO OBTAIN TOTAL AIR CONTENT OF 5% ± 1% IN ACCORDANCE WITH ACI 301. 13. FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH, CONCRETE COVER FOR REINFORCING SHALL BE: 3" FOR ALL BARS FOR CONCRETE EXPOSED TO EARTH OR WEATHER, MINIMUM COVER SHALL BE: 2" FOR #6 AND LARGER BARS 1-1/2" FOR #5 AND SMALLER BARS OR WIRE FABRIC 14. LAP SPLICES FOR REINFORCING SHALL BE IN ACCORDANCE WITH ACI 318.12 AND STANDARD HOOKS SHALL CONFORM TO ACI 318.7. 15. WELDING OF REINFORCING STEEL OR THE APPLICATION OF HEAT TO FACILITATE BENDING IS SPECIFICALLY PROHIBiTED. 16. ALL REINFORCING, ANCHOR BOLTS, DOWELS, EMBEDDED STEEL, INSERTS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. 17. PROVIDE A 3/4" CHAMFER AT ALL EXPOSED EDGES OF CONCRETE, UNLESS OTHERWISE NOTED. 18. PROVIDE NOT LESS THAN 48 HOURS NOTICE TO THE FIELD REPRESENTATIVE PRIOR TO PLACEMENT OF CONCRETE. 19. WHEN AMBIENT TEMPERATURE IS BELOW 50 DEGREES F, CONCRETE MATERIALS AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF ACI 306R "COLD WEATHER CONCRETING". 20, WHEN AMBIENT TEMPERATURE IS ABOVE 90 DEGREES F, CONCRETE MATERIALS AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF ACI 305R "HOT WEATHER CONCRETING". 21. REMOVE ALL LOOSE MATERIAL AND DEBRIS FROM COMPACTED SUBGRADE SURFACE PRIOR TO PLACING CONCRETE. CONCRETE SHALL NOT BE PLACED ON FROZEN SUBGRADE. 22. CONCRETE SHALL BE SUFFICIENTLY CONSOLIDATED BY VIBRATION TO REMOVE AIR VOIDS. VIBRATION SHALL BE IN ACCORDANCE NTH ACI 309 "STANDARD PRACTICE FOR CONSOLIDATION OF CONCRETE". 23. THE TOP OF ALL CONCRETE SURFACES SHALL BE TRUE AND LEVEL WiTH A SMOOTH FLOAT FINISH, UNLESS OTHERWISE NOTED. ALL DIMENSIONS SHALL BE WITHIN t 1 /8 INCH. 24. TESTING OF CONCRETE SHALL BE PERFORMED UNDER THE DIRECTION OF THE CONSTRUCTION MANAGER. 25. THROUGHOUT CONSTRUCTION, THE CONCRETE WORK SHALL BE ADEQUATELY PROTECTED AGAINST DAMAGE DUE TO EXCESSIVE LOADING, CONSTRUCTION EQUIPMENT, MATERIALS OR METHODS, ICE, RAIN, OR SNOW. PROTECT CONCRETE FROM EXCESSIVE HEAT AND FREEZING FOR NOT LESS THAN 14 DAYS, 26. DRYING OUT OF CONCRETE, ESPECIALLY DURING THE FIRST 24 HOURS, SHALL BE CAREFULLY GUARDED AGAINST. ALL SURFACES SHALL BE MOIST CURED OR PROTECTED USING A MEMBRANE CURING AGENT CONFORMING TO ASTM C309 APPLIED AS SOON AS FORMS ARE REMOVED. IF MEMBRANE CURING AGENT IS USED, EXERCISE CARE NOT TO DAMAGE SURFACE. 27. CONTRACTOR SHALL BRING TO THE IMMEDIATE ATTENTION OF THE CONSTRUCTION MANAGER ANY DEFECTS OR ERRORS IN THE WORK, PRIOR TO MAKING REPAIRS. CONTRACTOR SHALL OBTAIN PERMISSION FROM THE CONSTRUCTION MANAGER TO PATCH OR OTHERWISE REPAIR DEFECTS OTHER THAN MINOR HONEYCOMBING. 28. SET GROUT IN ACCORDANCE WITH MASTER BUILDERS TECHNOLOGIES OR APPROVED EQUAL, UNLESS SPECIFIED IN THE DRAWING. 29. JOINT FILLER SHALL BE PREFORMED RESILIENT BITUMINOUS EXPANSION JOINT FILLER CONFORMING TO ASTM D1751. 30. EXTERIOR WALKING SURFACES SHALL RECEIVE A BROOM FINISH. 31. GROUT SHALL BE NON METALLIC, NON SHRINK PREPACKAGED GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSi AT 28 DAYS. GROUT SHALL BE FIVE STAR GROUT AS MANUFACTURED BY FIVE STAR PRODUCTS, FAIRFIELD, CT OR APPROVED EQUAL. 32. CONCRETE ANCHORS SHALL BE HEADED STEEL STUDS MEETING THE REQUIREMENTS OF ASTM A108 "STEEL BARS, CARBON, COLD FINISHED, STANDARD QUALITY'. TENANT PROTECTION NOTES SPECIAL PRECAUTION SHALL BE TAKEN BY THE CONTRACTOR SO THAT THE EQUIPMENT ON THIS APPLICATION AND ITS INSTALLATION WiLL NOT AFFECT THE FOLLOWING: 1. TENANT EGRESS TO AND FROM THE BUILDING. 2, FIRE SAFETY OR CREATE A FIRE HAZARD. 3. STRUCTURAL SAFETY OF THE BUILDING. 4. ACCUMULATION OF DUST: THE CONTRACTOR SHALL LEAVE THE WORKSiTE BROOM CLEAN EACH DAY. IN THE EVENT THAT ASBESTOS IS FOUND ON THE JOB SITE, ITS REMOVAL SHALL TAKE PLACE IN ACCORDANCE WITH ALL THE APPLICABLE REGULATIONS OF OSHA SECTION 1910.1 INCLUDING STATE AND FEDERAL DUMPING GROUNDS. 5. ALL NON -INTRUSIVE WORK SHALL BE DONE DURNG NORMAL BUSINESS HOURS OF 9AM TO 5PM. ALL INTRUSIVE WORK (CORE DRILLING, RUNNING CABLES, ETC.) MUST BE DONE ON NIGHTS OR WEEKENDS. 6. ELECTRICITY, GAS, WATER AND ANY OTHER UTILITIES WILL NOT BE INTERRUPTED DURING CONSTRUCTION. 7. BUILDING SECURITY SHALL BE MAINTAINED IN ORDER TO PREVENT UNAUTHORIZED PERSONS FROM ENTERING THE PREMISES. DETAIL NUMBER A-1 REFERENCE DRAWING NUMBER DIRECTION OF VIEW(S) SECTION NUMBER 1 A-1 REFERENCE DRAWING NUMBER } DRAWING AREA REQUIRING DETAIL FSTRUCTURAL NOTES 11 GENERAL 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS iN THE FIELD PRIOR TO FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL CONDITIONS SHALL BE REPORTED TO THE ATTENTION OF THE ENGINEER. 2. DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. 3. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE AND QUALITY OF WELDS, AND FOR METHODS USED IN CORRECTING WELDING. ALL WELDERS AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS "STANDARD QUALIFICATION PROCEDURES". 4. EPDXY ANCHOR ASSEMBLY SHALL CONSIST OF 1 /2" DIAMETER STAINLESS STEEL THREADED ANCHOR ROD WITH NUTS & WASHERS, A SCREEN TUBE AND AN EPDXY ADHESIVE. THE ANCHORING SYSTEM SHALL BE THE HILTI HIT HY-20 OR HY-150 SYSTEM OR ENGINEERS APPROVED EQUAL. 6" MIN EMBEDMENT. (UON) 5. EXPANSION BOLTS SHALL CONFORM TO FEDERAL SPECIFICATION FF-S-325, GROUP 11, TYPE 4, CLASS 1, HILTi KWIK BOLT 11 OR APPROVED EQUAL. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE FOUR (4) INCHES. 6. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE ENGINEER APPROVAL. 7, HAMMER DRILLS ARE NOT TO BE USED WHEN DRILLING HOLES FOR SLEEVE OR EXPANSION BOLTS INSTALLED IN MASONRY BLOCKS/BRICKS 8. ALL STRUCTURAL CONNECTION BOLTS SHALL CONFORM TO ASTM A325 "HIGH STRENGTH BOLTS FOR STRUCTURAL JOINTS, INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS", LATEST EDITION. 9. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS OTHERWISE NOTED. 10. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE", UNLESS OTHERWISE NOTED. 11. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 12. GROUT SHALL BE NON METALLIC, NON SHRINK PREPACKAGED GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS. GROUT SHALL BE FIVE STAR GROUT AS MANUFACTURED BY FIVE STAR PRODUCTS, FAIRFIELD, CT OR APPROVED EQUAL. 13. CONTRACTOR TO REMOVE MASTIC ON THE EXISTING PENTHOUSE WALL AT EVERY MOUNT ATTACHMENT AND REPOINT MASONRY AS REQUIRED. A BED OF SILICONE SHALL BE APPLIED BEHIND AND ALL AROUND THE MOUNT ATTACHMENT TO MAKE IT WEATHERPROOF. 14. GRATING SHALL BE GALVANIZED SERRATED WELDED STEEL BAR GRATING WITH 1"x3/16" BEARING BARS AT 1-3/16" OC. FASTEN TO SUPPORTING MEMBERS WITH SADDLE --TYPE CLIPS AND BAND ALL EXPOSED EDGES. 15. DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE LATEST AISC MANUAL OF STEEL CONSTRUCTION (ASD), AWS D1.1, AND OTHER CODES, STANDARDS, AND SPECIFICATIONS EXCEPT AS EXPLICITLY MODIFIED HEREIN. A) ASTM A36, GRADE 36; ROLLED STEEL, RODS, PLATES, AND U BOLTS B) ASTM A325 BEARING TYPE BOLTS FOR ALL BEAMS AND COLUMN CONNECTIONS 16. CONNECTIONS: WELD OR BOLT CONNECTIONS, AS INDICATED: A) CONNECTIONS NOT DETAILED ON THE DRAWINGS SHALL CONFORM TO THE REQUIREMENTS OF THE CITED AISC SPECIFICATION. B) STRUCTURAL BOLTS SHALL CONFORM TO THE LATEST ASTM A325 "HIGH STRENGTH BOLTS FOR STRUCTURAL JOINTS, INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS". C) WHERE THE REACTION VALUES OF BEAMS, BRACING, STRUTS, ETC., ARE NOT SHOWN ON THE DRAWINGS THE CONNECTIONS SHALL BE DESIGNED TO SUPPORT THE END REACTION DERIVED FROM THE TABLES AND FORMULA OF UNIFORM LOAD CONSTANTS iN PART 2, NINTH EDITION, OF THE AISC MANUAL OF STEEL CONSTRUCTION FOR THE GIVEN MEMBER SIZE, SPAN, AND YIELD STRENGTH. D) MINIMUM 3/16" FILLET E70-XX WELD SHALL APPLY UNLESS NOTED. E) MINIMUM 1/2" DIA. A325 BOLTS SHALL APPLY UNLESS NOTED, F) MINIMUM SIZE OF CLIP ANGLES SHALL BE L3x3x1/4" UNLESS NOTED. G) ALL GUSSET PLATES SHALL BE 3/8" THICK UNLESS NOTED. H) ALL HOLES FOR BOLTS SHALL BE 1/16 INCH LARGER THAN THE BOLT DIAMETER WITH AN EDGE DISTANCE OF AT LEAST 1 1/2 TIMES THE BOLT DIAMETER AND A SPACING OF AT LEAST 3 TIMES THE BOLT DIAMETER. ALL BOLTS SHALL BE PROVIDED WITH PALNUTS OR LOCK NUTS. 17. SUBMIT DRAWINGS OF ALL STRUCTURAL AND MISCELLANEOUS STEEL TO TECTONIC ENGINEERING FOR APPROVAL, AND INCORPORATE ALL COMMENTS PRiOR TO FABRICATION. 18. ROUND AND SQUARE HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500 "COLD -FORMED WELDED & SEAMLESS CARBON STEEL STRUCTURAL TUBING", GRADE B. 19. IF ANY HOLES ARE TO BE ADDED TO STEEL IN THE FIELD THEY SHALL BE PUNCHED OR DRILLED. NO HOLE BURNING SHALL BE ALLOWED. I MASONRY NOTES 1. DESIGN AND CONSTRUCTION OF ALL MASONRY WORK SHALL CONFORM TO ACI 530 AND 530.1 STANDARDS "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES", AND "SPECIFICATIONS FOR MASONRY STRUCTURES." 2, CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT HOLLOW LOAD BEARING UNITS CONFORMING TO ASTM C90 "HOLLOW LOAD- BEARI NGCONCRETE MASONRY UNITS", LATEST EDITION. COMPRESSIVE STRENGTH OF MASONRY SHALL NOT BE LESS THAN 2000 PSI. COLOR AND FINISH AS INDICATE 3. MORTAR SHALL CONFORM TO ASTM C270 "MORTAR FOR UNIT MASONRY" TYPE N OR S. 4. GROUT SHALL CONFORM TO ASTM C476 "GROUT FOR REINFORCED AND NONREINFORCED MASONRY". ALL CELLS SHALL BE FILLED SOLID WITH GROUT AT REINFORCING. 5. ALL MASONRY SHALL BE CONSTRUCTED IN RUNNING BOND. 6. HORIZONTAL JOINT REINFORCING SHALL BE STANDARD WEIGHT LADDER TYPE (2-NO. 9 GAGE SIDE RODS) SPACED VERTICALLY AS INDICATED. FIRE STOPPING NOTES 1. SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES WITH U.L. LISTED MATERIALS. 2. ALL WALL PENETRATIONS SHALL BE FILLED WITH A USG FIRE STOP SYSTEM. SYSTEM SHALL CONSIST OF THERMAFIBER SAFING INSULATION AS INFILL, SEALED WITH FIRECODE COMPOUND ON EACH WALL FACE. MATERIALS SHALL BE AS MANUFACTURED BY UNITED STATES GYPSUM COMPANY, CHICAGO, ILLINOIS. UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 3 ORIGINAL SIZE IN INCHES g • PLANNING • ENGINEERING • SURVEYING • CONSTRUCTION MANAGEMENT TEOTON10 Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 3722.1826 Iimi - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • • ! PURCHASE BLINDBROOK 938 KING STREET RYE BROOK, NY 10573 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 i T- 2 a SILT FENCE FABRIC (3'-0" WIDE) MIRAFI 10OX OR APPROVED EQUAL-, Q z I � N SILT G-R- A.D c� y+}A In EXCAVATED 6" '-TAMPED ,-4 TRENCH BACKFILL UNDISTURBED SOIL NOTE: SILT FENCE TO BE MAINTAINED IN PLACE DURING CONSTRUCTION PERIOD. REMOVE UPON COMPLETION OF CONSTRUCTION. r SILT FENCE ISIC-1 SCALE: 3/4" = 1'-0" 1 OVERALL SITE PLAN C-1 SCALE: 1" = 40' pi 1'-0" MIN THICKNESS OF 3" CRUSHED STONE �- COMPACTED FILTER FABRIC MIRAFI SUBGRADE 50OX OR APPROVED EQUAL SECTION A -A NOTES: 1. STONE SIZE - USE 3" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. WIDTH - 10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS, 3. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 4. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF - WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 5. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 6. PERIODIC INSPECTIONS AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 7. UPON COMPLETION OF CONSTRUCTION, CONSTRUCTION ENTRANCE SHALL BE REMOVED AND CONCRETE CABLE DRIVE SHALL BE INSTALLED UP TO EXISTING PARKING LOT. M �,i�'������i����'��i���'���iiiiii''�������,�'i'l�'�����-�����'� 1p ffi a SCALE: NTS STABILIZE ENTIRE PILE W/VEGETATION nn - -- TEMPORARY SOIL STOCKPILE 640W ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE ---r 1 [,EARTHWORK & CLEARING NOTES i 1. ALL EXCAVATIONS SHALL BE DEWATERED BY SUMPING, PUMPING, ETC. IN A MANNER WHICH WILL NOT LOOSEN FOUNDATION SUBGRADE MATERIAL, SURFACE WATER SHALL BE DIVERTED AWAY FROM EXCAVATIONS BY MEANS OF BERMS, DIVERSION DITCHES, OR OTHER SUITABLE METHODS. 2. CONFINED EXCAVATIONS FOR FOUNDATIONS, UTILITIES, ETC. SHALL BE LIMITED TO 4 FEET IN DEPTH UNLESS SHORING AND BRACING IS USED. TRENCH EXCAVATION GEOMETRY AND/OR BRACING SHALL CONFORM WITH OSHA REQUIREMENTS. 3. BACKFILL SHALL BE PLACED IN MAXIMUM LOOSE LIFT THICKNESSES OF 8 INCHES AND COMPACTED WITH SUITABLE COMPACTION EQUIPMENT. ALL FILL SHALL BE COMPACTED AT LEAST 95% OF MAXIMUM DRY DENSITY PER ASTM D1557. IN CONFINED AREAS WHERE ONLY HAND TAMPING IS FEASIBLE, FILL SHALL BE PLACED IN MAXIMUM 4 INCH LOOSE LIFTS AND COMPACTED TO THE AFOREMENTIONED CRITERIA. 4. TEMPORARY EROSION CONTROL STRUCTURES SHALL BE INSTALLED AS REQUIRED BEFORE SITE IS DISTURBED. 5. ALL FILL SHALL BE CLEAN AND FREE OF LARGE ROCK; NO ORGANIC MATTER SHALL BE PERMITTED. 6• ALL AREAS DISTURBED BY ON -SITE GRADING THAT WILL NOT BE CONSTRUCTED UPON SHALL BE ESTABLISHED WITH PERMANENT VEGETATION. 7. ALL DISTURBED AREAS THAT WILL NOT BE GRADED, UNDER ACTIVE CONSTRUCTION, OR TO BE PERMANENTLY SEEDED WITHIN 30 DAYS MUST BE STABILIZED BY TEMPORARY SEEDING OR MULCHING AS PER THE NEW YORK STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL, LATEST EDITION. 8. ALL AREAS SHALL BE GRADED TO DIRECT WATER AWAY FROM THE TOWER AND THE SHELTER. SYNTHETIC SEDIMENT FILTER Ff noir, EXIST DRAINAGE STRUCTURE --� IN 1 r NOTES: 1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM. 2. CONTRACTOR TO REMOVE FABRIC AND RESET FRAME AND GRATE UPON COMPLETION OF CONSTRUCTION. 2 INLET FILTER DETAIL C-1 SCALE: 3/4" = 1'-0" SECURELY TIED BALES PLACED ON THE CONTOURS 2 REBARS, STEEL PICKETS, OR 2" x 2" STAKES V-6" TO 2'-0" IN GROUND SECURE FILTER FABRIC TO FRAME AND GRATE 11 INSTALLATION NOTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE STABLE AND 50 FEET FROM A FLOODPLAIN, SLOPE, ROADWAY OR DRAINAGE FACILITY. 2. MAXIMUM SLOPE OF STOCKPILE IS 1:2. 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAW BALES, THEN STABILIZED WITH VEGETATION OR COVERED. STOCK PILING SCALE: 3/4" = 1'-0" POST CAP `- INSIDE I io I a. GENERAL SITE PLAN NOTES 1. EXISTING SITE FEATURES AND PROPERTY LINES BASED ON A SITE PLAN ENTITLED "PROPERTY & PARTIAL TOPOGRAPHIC SURVEY, LAND OF VILLAGE OF RYE BROOK" PREPARED BY URS CORPORATION AES, DATED NOVEMBER 2005, LAST REVISED ON JANUARY 27, 2006, AND A FIELD INSPECTION PERFORMED ON MARCH 27, 2003 BY TECTONIC ENGINEERING & SURVEYING CONSULTANTS P.C. 2. NORTH DETERMINED BY DRAWINGS REFERENCED IN NOTE #1. 3. VERTICAL DATUM BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (APPROXIMATE). 4. EXISTING BUILDINGS AND ALL OTHER SIGNIFICANT FEATURES HAVE BEEN SHOWN WITHIN THE LIMITS OF DISTURBANCE. UNDERGROUND IMPROVEMENTS, IF ANY AND NOT VISIBLE, ARE NOT SHOWN. 5. THE SITE IS UNMANNED, DOES NOT ANTICIPATE GENERATING ADDITIONAL FUMES, ODORS, DUST OR VIBRATIONS, AND DOES NOT REQUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSAL. 6. THE FACILITY DOES NOT INCLUDE OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES. 7. DESIGN, FABRICATION AND ERECTION OF THE ANTENNA SUPPORTS SHALL CONFORM TO THE ANSI/EIA/T1A-222-F "STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES". DESIGN WIND SPEED = 110 MPH. 8. THE FACILITY INCLUDES EMERGENCY SIGNS AS SHOWN ON SHEET C-4. 9. THE FACILITY INCLUDES SIGNS IN ACCORDANCE WITH FCC RULES ON RADIO FREQUENCY EMISSIONS 47 CFR 1.1307(b) AS SHOWN ON SHEET C-4. 10. THERE WILL BE NO IMPEDIMENT TO THE FIRE OR OTHER EMERGENCY OPERATIONS DURING CONSTRUCTION. 1.1. STORMWATER MANAGEMENT WILL BE ADDRESSED TO THE SATISFACTION OF THE VILLAGE ENGINEER. 12. SITE CLEANUP: REPAIR ANY DAMAGE TO THE LAWN, PLANTS, OR SITE FEATURES AT NO ADDED COST TO THE OWNER. REMOVE FROM THE PROPERTY, ALL MATERIALS AND DEBRIS NOT INCORPORATED INTO THE PROJECT. LEAVE THE SITE IN A NEAT AND CLEAN CONDITION. EROSION & SEDIMENT CONTROL NOTES NOTE FOR SEEDING AFTER ALL SLOPE AREAS ARE FREE OF STONES AND ARE IN A SMOOTH CONDITION, HYDROSEEDING SHALL BE USED TO APPLY SEED, FERTILIZER AND MULCH. LIME AND FERTILIZER: SHALL BE APPLIED AT THE RATE AS RECOMMENDED BY THE MANUFACTURER. MULCH: WOOD CELLULOSE MULCHING MATERIAL SHALL CONSIST OF SPECIALLY PREPARED WOOD CELLULOSE FIBERS CONTAINING NO GROWTH OR GERMINATION INHIBITING SUBSTANCES AND SHALL BE DYED GREEN UNLESS OTHERWISE SPECIFIED. IT MUST BE MATERIAL CAPABLE OF FORMING A HOMOGENEOUS SLURRY WHEN MIXED IN WATER WITH SEED, FERTILIZER AND AGITATED. PERMANENT SEED MIX: TYPE I ROADSIDE MIXTURE MINIMUM % Z. BY WEIGHT PURITY GERMSIATIOi CREEPING RED FESCUE 30-40 98 85 KENTUCKY BLUEGRASS 10-20 90 80 ANNUAL RYE 10-15 95 90 PERENNIAL RYE 10-20 98 90 RED TOP 4-10 90 90 APPLICATION RATE SHALL BE 5 POUNDS PER 1000 SQUARE FEET. TEMPORARY SEEDING: TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL UNPROTECTED AREAS THAT PRODUCE SEDIMENT, AREAS WHERE FINAL GRADING HAS BEEN COMPLETED AND AREAS WHERE THE ESTIMATED PERIOD OF BARE SOIL EXPOSURE IS LESS THAN 12 MONTHS. SEED SHALL BE ONE OF THE FOLLOWING: ANNUAL RYE GRASS APPLIED AT 1 POUND PER 1000 SQUARE FEET. PERENNIAL RYE GRASS APPLIED AT 1 POUND PER 1000 SQUARE FEET. WINTER RYE APPLIED AT 3 POUNDS PER 1000 SQUARE FEET. SEEDING APPLICATION: SPRING SEEDING USUALLY GIVES THE BEST RESULTS. THE RECOMMENDED SEEDING DATES ARE APRIL 1st THROUGH JUNE 1st. AUGUST 15th THROUGH SEPTEMBER 1st. IF CONSTRUCTION IS COMPLETED PRIOR TO GROWING SEASON, 3" OF MULCH HAY IS TO BE APPLIED AND MAINTAINED UNTIL SEEDING CAN BE PERFORMED. MAINTENANCE PROGRAM: LIME AND FERTILIZE YEARLY OR EVERY SECOND YEAR, FERTILIZE WITH A 10-10-10 OR EQUIVALENT ACRE 9 7.5 POUNDS PER 1000 SQUARE FEET. - 1 1 /4" DIA TOP RAIL 2 1/2" DIA POST 0 8"-0" OC (3" DIA CORNER POSTS) 2%2" 11 GA GALV CHAINLINK (7OUTSIDE C� 6 GA TENSION WIRE 1 /2" CROWN ,-- GRADE •..I I e!L 3" MIN _U CONCRETE z I DIA FENCE DETAIL_ C-2 ISCALE: 1 /2" = 1'-0" IDIG SAFELY NEW YORK Before You Dig, Drill Or Blest! UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION Aft CALL US TOLL FREE 1-800-962-7962 NY industrial code rule 753 requires no a ' less than two working days notice, but not more than ten days notice. UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 3 ORIGINAL. SIZE IN INCHES • PLANNING •NEERING TECTONIC,• SURVEYING • ENGICONSTRUCTION MANAGEMENT TEOTONIO Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Pax: (845) 567-8703 Iwww.tectonicengineering.com APPLICANT: NEf IN CONJUNCTION WITH: (SITE 2002015980 - LINCOLN AVENUE) i!,,, cingulr WIRELESS (SITE N-G21) - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 11 /16/06 PER VILLAGE ENGINEER COMMENTS REL.ER5ED BY DATE APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: NW- 1826 *URCHAH U8 KING STREET BROOK, NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX (914) 421-2757 I 0 EXISTU11UTY POLE W/RISERS EXIST TELWH- [NST DRAIN-� U -Ik- U " U EXBT , ~ MUTUAL DRIVEWAY U ; , N F VILLAGE � OF RYE BROOK " � FlREHOUSE~ ' �EXIST WOOD EXIST WOO RETAINING WALL - EXIST BITUMINOUS CURB EXIST GENERATOR ONC0NC PAD — EXIST BLOCK WALL--� EXIST HATCH EXIST CONC PAD EXIST WINDOW WELL EXIST ELEC EQUIP, SERVICE & VENTS - EXIST BLOCK WALL EXIST GENERATOR EXISTC0NC PAD CB EXIST CATCH BASIN (TYP) EXIST CONC WALK /-'c^m/ CONC CURB EXIST ELEC EXIST CONC WALK T~- -~ ------- -- -- / \ � . EXIST SEWER & DRAINAGE RIGHT OF WAY SPECIAL NOTES: 1. CONTRACTOR MUST LOCATE EXISTING GAS, WATER & SANITARY LINES FROM VILLAGE HALL TO ARBOR DRIVE AND ALL OTHER AREAS WITHIN CONSTRUCTION LIMITS PRIOR TO ANY GROUND DISTERBANCE. 2. SEE SHEET T-1 FOR ADDITIONAL NOTES. LEGEND 0 EXISTING BUSH CB= EXISTING CATCH BASIN EXISTING PROPERTY LINE EXISTING RIGHT OF WAY EXISTING CONIFEROUS TREE 0 EXISTING SPOT LIGHT EXISTING EDGE OFPAVEMENT 0 EXISTING DECIDUOUS TREE 3:� EXISTING LIGHT POLE EDGE OF DRIVE EXIS11NG CONCRETE CURB ca EXISTING MAILBOX OHW EXISTING OVERHEAD WIRES 0 EXISTING MANHOLE - ------ W EXISTING WATER LINE S EXISTING SANITARY LINE EXISTING SIGN - - ---- G EXISTING GAS LINE EXISTING CONTOUR c7l.> EXISTING UTILITY POLE EXISTING INDEX CONTOUR WG EXISTING WATER GATE INDEX CONTOUR CONSTRUCTION ENTRANCE X X— EXISTING CHAIN LINK FENCE TEMPORARY STOCK PILE 0 0 --0 SILT FENCE WALK POLE (TYP) WATER GATE EXIST STONE EXIST CHAIN LINK FENCE r8 S32*06*15"E lob- TWIN TEMPORARY TREE HEDGEROW 4/C-5) EXIST EXIST 1 U6- EXIST 6" PVC FENCE WALL VA E EXIST SHED 03- -0- 258 TEMPORARY STABILIZED 259 257 CONSTRUCTION ENTRANCE EXIST p1t BITUMINOUS CURE63 EXIST LIGHT CUT AND 11-1. POLE (TYP) EXIST DIVERT 6" PVC 251.2 6" PVC EXIST ABANDONED EXIST EXIST CE3 CONC CURB ICATCH BASIN EXIST LINE OF EXIST BITUMINOUS PARKING EXIST I i� OLD FENCE POSTS CATCH BASIN (SEE DETAIL 2/C-1 �°- NEW POLE OVERHEAD WIRES BITUMINOUS EXIST UTILITY EXIST - ` '20 DOUBLE GA SILT FENCE \ ` (SEE DETAIL 3/c-1) EXIST 0,\\ EXIST BITUMINOUS CURB WOODCURB EXIST SPOT 2 - CABLE CONCRETE LIGHT (TYp) LLL '\ \ \ DRIVE ` ! ` � // 0-��L�LMU /\ � EXIST -INSTALL TEMPORARY 6" HIGH FLAGPOLE ^^'"` CH�NUNK SECURITY FENCE AROUND BITUMINOUSEXIST"�"nuSTONECURB 1. EXIS1LAWNLIMIT OFCONSTRUCTION (TO REMAIN IN BENCH ( ) PLACE FOR DURATION OF PROJECT) 4' GATE (FOR LLL EXIST CONC CURB EXIST SIGN (TYP) N /F RYE KING ASSOCIATES LLC EXIST SPRINKLER /LLLL.LLA1A\ EXIST LLLL­LL.LL�/ | w EXIST «K1 2*7.5 MAILBOX-- ' �^ ^AREA (TYP) \-LL^ � ' o---- o ' �"= i / SPOT LIGHT \ � / c^o/ w^ i WE�ORN� | | ' / ^~' / � ' / / | pn"uvW WELL -��� 3./ /, // / / � / ��=^7�- � 25_ �A- -1 LLL4�]�[��/ .T EXISTING "VILLAGE HALL" BUILDING " /FLAGPOLE\\ POLYVINYL FENCE STOCK PILE L (SEE DETAIL 5/C-1) - L c1q -0 (�EXIST LAWN 0. LAND E OF EXIST 5J4 RYE BROOK - r,�Irn CONC WALK EXIST SECTION 129.68, EXIST BLOCK 1, LOT 14 BITUMINOUS CUR (SEE DETAIL 2/ - EXIST VENT EXIST BITUMINOUS CURB G G ILA (:�EXIST BITUMINOUS PARKING EXIST 8 EXIST IN STAIRWELL EXIST FDN VENT PIPE EXIST 14 EXIST N33*36'2VW `- uomWAu CHISEL CUT �� \ BITUMINOUS OU� PATH ON C0NC DRy0Ecn | EXIST TPuC \ c~\` |C8 FRAME | RIM = 250.2± � =.v�a .vuWY METAL POSTS ` -CLEANOUTS ` EL 253.01 WALK ' \ -'- ---- WNOUT = 249.25 (SEE DETAIL 1/C-4)- 8' 8DR-35 PVC TO DAYUCHT0)2.0O% (WITH RODENT SCREEN) N/F RYE KING ASSOCIATES LLC .SITE GRADIING & EROSION CONTROL PLAN EXIST DRAINAGE RIGHT Of WAY \-6" SDR-35 PVC EXIST 8" VENT PIPE 0JV IN = 24775 iNVOUT = 24875 (SEE DETAIL 1/C-4) \-6" SDR-35 PVC TO DAYLIGHT @/2.OU% (WITH RODENT SCREEN) NEW J^PE GAS GAS LINE PER CON EDISON'S REQUIREMENTS OUTLINED IN EXIST, GAB BENCHMARK "D" SEWER & WATER / RIGHT OF WAY EL 244.59 UP OLD UTIL POLE B03T CHAIN +B03T TREE LINK FENCE W/ OLD WIRE PRILL HOLE FOUND_" IRON PIN FOUND DOCUMENT BEARING THE SEAL OF A LICENSED UNAUTHORIZED ALTERATION OR ADDITIONS TO A PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK Oj�,, THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. ORIGINAL SIZE IN INCHES ^ PcA^wxwu TECTONIC SURVEYINGtEERING . | ~CONSTRUC77ONMANAGEMENT I mW,r'r*NICcnoin*eri"e& Surveying Consultants P.C. 955 Little Briton Rood New Windsor, wv 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 — 3/10/06 FOR REVIEW 2 9/13/06 PER COMMENTS 3 11/16/06 PER VILLAGE ENGINEER COMMENTS RIE-LEASED BY DATE APPROVALS CONSTRUCTION DATE: - LEASING ^.~..,~ DATE: ^°"�, RF UH|E:ZONIN ______ U8|E:______ 0VVN DATE: �"`.�^______ — NARWORK ENG NETWORK DATE:. U NY- 1826 PURCHASE BLINDBROOK 938 KING STREET RYE BROOK, NY 10573 NEXTEL OF NEW Y0�K INC.� ' __` DBA NEXTE[ COMMUNICATIONS ROADWAY ONE NORTH B WHITE PLAINS, NEW Y0RK 10601 (} /914\ 421-9600 FAX: /914\ 421-2757 SITE GRADING & EROSION CONTROL N FLAGPOLE FND 15' WIDE CABLE CONCRETE DRIVE (SEE DETAIL 2/C-6) WITH TURNAROUND (SEE DETAIL 6/C-4) L_L LLB LLLL L- L-- I L L L L L L 1---- L I I I L L L L L- L I LLLLLL-LL-LL-.',..,. I I L L L- L L L L L L L L L L- 1 L- i- : L L L L L L LL L L L L L L- L- L L L-!-. L-LL-LLLLLLLL-LLLLLL-LLLL-L--! 1 1- L L L L L L L I IL -LL[-LLLL-LL-1 - LL'ILLLLLLLLLL___ i_' L- L L L L I- L L- I [-LLL-L--LLLLLL.LLLL-.LLLLL-.; L- I-- L L L- L L- L- I L.- L L [--. L- L-1- L I-- L-- L- L L L- L. L L L L L L- L-- L [-,. I--- L--LL-LLL[-L-LLL-L[-LLLLLLLLLL-IL...-I 1 L L LLLLIL-'L-[..-.l STONE WALL (SEE L.LL-LLLLLLLLI-LLLLLI-LLLLL-.,.-..,. L L. L L L L- 1 DETAIL 12/C-4)----\ U ------ --------- U/G CABLE TRENCH (SEE DETAIL FLAGPOLE LIGHT (TYP OF 3) (SEE DETAIL 7/C-4) GRAVEL SURFACING (SEE DETAIL 11/C-4) L-LLLLLL.L LLL.LLLLL 1- L- L- 1- L L- L- L LLL-L L_ L_ ,--15' WIDE CABLE CONCRETE DRIVE LLLL W/TURNAROUND LLLL,z-LL L L L L)� - L L 1- L [- i- L- L L. L- L LL-LLLLLL LLLLLLLL L.- L L- L L- L- L- I- L [- I-- IL- L .I-LLLLLL LL LI -' L. L-- L- I- L I--- I -- I-- I- L- L L L I--- L-' L L L L LZ5-'- L. I L-- L- L L- I- L L-- I- I- L- L L. L-? I- L L I- L L-, WOOD EDGING L L L L L-- L- L, 1- 1---- (TYP, BOTH SIDES) I- L L L- L. L L L- L L L L L L L L L L- L L L L L L L- 1- L- L- L L L L L L. L 1- 1-- L- L L L 1 L- t-- L L- L L L-- 1- 1.1-- 1-_ L. i--- L.- LLL-LLLLL-L-L-L-LLLLLL 1-1 L-L-1-A-1 U/G ANTENNA L-L'-!- L L L- L- Li---- L- L L L L L L L. L- L L- L- L L L L. L'[-- L- I CABLES IN L- [-- L- L L- I_.__' ..- L.- L, L- L- L- [- L L I-- L- L.-L.- L- L- L 1--'L- L- LJ L- L-- It I CONCRETE I L L L L L. L- I L- TRENCH L-- L 1- 1- L L L L L- L L L- L L L.- L- L L L I - L L L L L L. L LL L 1- L L- L- L- L-- L- L L L L'- L L 1- L- L- I L_... L L L L L It L__. L \�LLL ILL11ATC' (SEE DETAIL 4/C41 -4) 24' (TYP OF 2) 2 Ed GD) LANDSCAPING SEE SHEET C-2 AWOOD EDGING (TYP) - (SEE DETAIL 1 O/C-4) 4'-0" WIDE GATE (SEE DETAIL 3/C-4) POLYVINYL FENCE (SEE D TAIL 2/C-4) METER BANK TRANSFORMER (SEE SHEET E-1) (SEE SHEET E-1) EXTERIOR LIGHT (TYP) AC UNIT (TYP) (SEE SHEET M-1) EQUIPMENT BUILDING APPROX.. LOCATION 120' FLAGPOLE SEE SHEET A-1 OF GAS LINE STONE WALL- G G G G G G G G DRYWELL (TYP OF 2) (SEE DETAIL 1/C-4)-/ 2 2 2 2 2 7 0 NEW LANDSCAPING NOT SHOW FOR CLARITY.mm! REFER TO SHEET C-5. riSITE DETAIL PLAN C-3 / SCALE: 1- = 10' S ,,,,,-EXIST SAN MH W BENCHMARK "C" CHISEL CUT ON CONC CB FRAME EL 253.01 18.19' LIGHT TO ILLUMINATE FLAG POLYVINYL FENCE (0) = 35.25' ff#1 Im J CONTRACTOR TO HAVE POLE q AND SUILDIN CORNERS FLAGGED PRIOR TO CONSTRUCTION. r ---�SITE LAYOUT PLAN 2 C-3 / SCALE- 1 10' m CONDENSER UNITS (TYP OF 8) SEE SHEET M-1 FOR PLACEMENT Ell D =\93.51, (D= 9 70.7 (E) = 113.46 BENCHMARK "D" MAG NAIL SET 1.2' UP OLD U11L POLE EL 244.59 UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE, NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK. OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 ORIGINAL SIZE IN INCHES • PLANNING ENGINEERING INC • SURVE UC770 TECTONIC ""N' N • CONSTR MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPUCANT: Iow ' a At A NEI' IN CONJUNCTION WITH: - verftop wireless (SITE 2002015980 — LINCOLN AVENUE) '`�cingul�r WIRELESS (SITE N-1321) 1811,0MMOP0114T COMMUNICATIONS INC (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 11 LH DATE I'-;-qUF — 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 11/16/06 PER VILLAGE ENGINEER COMMENTS APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE:. NY- 1826 PURCHASE BLINDBROOK 938 KING STREET RYE BROOK, NY 10573 NEXTEL OF NEW YORK INC. A NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX. (914) 421-2757 PARTIAL SITE DETAIL PLAN & LAYOUT PLAV C-3 11 Im BLDG ROOF SCUPPER & LEADER SYSTEM PLAN 4F SURCHARGE PIPE SPLASH BLOCK 10'-0" F- FIN GRADE FF ELEV=251.5 INV=249.31 - SDR-35 PVC 1` VARIES (SEE PLAN 1 /C-2) PRECAST DRYWELL WOODARD'S MODEL DW-4x10 OR APPROVED EQUAL (MIN) 10 1/2" 4" AFL9 /400S M H 120 /BL- P /A- 31 (BY KIM LIGHTING OR EQUAL) NEX rSI. OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS IN CASE OF EMERGENCY CALL (800) 563-9835 srm 9ESIOHATtON (RED METAL SIGN W/WHITE LETTERING) 8 EMERGENCY SIGN C-4 SCALE: 3" = 1'-0" r sw"wrwM �WrY WenMrMl4iMwer,,. (WHITE METAL SIGN W/BLACK LETTERING) 9 RF NOTICE SIGN C-4 SCALE: 3" = V-0" WE m `F. 0 - III:. r��—�- y,, MI• 'o SECTION DRYWELL DETAIL C-4 SCALE: 3/8" = 1'-0" 1 ' 8" =E�� ]III, 1t F-1� GL9/BL-P GRID LOUVER FLAGPOLE LIGHT DETAIL SCALE: 1 1/2" = 1' 2x8 PRESSURE TREATED WOOD 3/4" CRUSHED STONE ASTM C33 SIZE#57 WEED BARRIER a * kak SHALL BE TYPAR iv .2 2 LANDSCAPE 17 FABRIC OR 77 EQUAL �J1 COMPACTE� / SUBGRADE rio--�WOOD EDGING DETAIL C4 SCALE: 3/4" = 1'-O" 3/4" CRUSHED STONE ASTM C33 SIZE #57 WEED BARRIER SHALL BE TYPAR LANDSCAPE FABRIC OR EQUAL O 0 0 cv o COMPACTED SUBGRADE SCALE: 1 1/2" = 1'-0" (TYP) FENCE DETAIL 2 CW4 SCALE: 1/2" = 1'-0" 6"Hx8"Wx12"D PISA 11 �; nr�c Rv ,,--- -,.... RISI STONE SYSTEMS (COLOR TO MATCH E) SEAL WEATI GRATING (BY CONTR. CONC. PIPE (SEE DETAIL 2/C-6 1 1/2" -FACING KING STREET- 1 ROTONDO PLASTIBETON CABLE TRENCH MODEL 2016 OR EQUAL (TYP OF 2) -f 6" CRUSHED STONE ALL AROUND DIVIDER ANCHOR (TYI (SEE DETAIL 14/C-4 DIVI( SURFACE r5 STONE WAIL DETAIL C-4 SCALE: 3/4" = 1'-0" HDPC REMOVABLE COVER (TYP OF 2) CONTRACTOR TO STENCIL, WITH PAINT, EACH CARRIER ID ON COVER TO INDICATE 2'-'1 1/4" COAX LOCATION WITHIN TRENCH (TYP) T-MOBILE ANTENNA CABLE (TYP OF 12) CONTRACTOR TO INSTALL HDPC DIVIDER IN CENTER OF TRENCH -FACING BACK OF PROPERTY - I Mum CINGULAR ANTENNA CABLE 4'-2 3/4" (TYP OF 12) GROUND CABLE NEXTEL VERIZON WIRELESS (TYP OF 4, 1 PER CARRIER) ANTENNA CABLE ANTENNA CABLE (TYP OF 15) (TYP OF 12} CONCRETE TRENCH DETAIL SCALE: 3/4" = V-0" 13 TRENCH DETAIL C-4 SCALE: N.T.S. Divider 4'-3 3/4" 3 GATE DETAIL C-4 SCALE: 1/2" =1'-0" GEOTEXTILE NONWOVEN NEEDLE PUNCHED 8 OZ. MATERIAL �o PER NYSDOT SIZE L 21OxW66 Y SIGN IL 8/C-4) SIGN IL 9/C-4) ' ^^"' `'XTERIOR LIGHT DN DETECTOR #V50OA/RABGT500 4 DETAI L C-4 SCALE: 1 1/2- = V--0" CRUSHED STONE SUB -BASE 4 1/2" NYSDOT ITEM NO 304.04 `V 11 1/2- 11 1/2" u� 1/2" Al 1 /8" DIA 1 x19 302SS 745 CABLE CONCRETE AIRCRAFT TYPE BY KISTNER CONCRETE CABLE (TYP) PRODUCTS INC OR APPROVED EQUAL PLAN 1 /4 "R SCALE: 3/16" = 1'-0" VIDER ANCHOR >EE ADJACENT DETAIL) r,4 DIVIDER DETAIL C-4 SCALE: N.T.S. SECTION A — ( SCALE: 1/2" = 1'-0") CABLE CONCRETE MAT BANK PROTECTION NYSDOT ITEM NO 05620.509 BY KISTNER CONCRETE PRODUCTS INC OR APPROVED EQUAL i- EXIST GRADE 3/4" CRUSHED STONE ASTM C33 SIZE #57 MONOPOLE C..i_...LLi'_`t--�-._.° LLLLLLL-LLLL L-L-LLA. L-L-LLLLLI" Q LLLL.LLL..LLLLL-L.L _1_LLL-" L-LLLLLLLLLLLLLLL_LLLL '- STONE WALL LLLLLLLLL.LLLLLLL LLLLLL LL SEE SHEET C-6 d: LLLLLLLLLLLLLLI_LLL.LLL- LLLL LLLLLLLL--LLLLLL.LL._LLL LLLL- LLLLLLLLLLLLLi,,I.,,1 LLLLL LLLLLL _LLLLLLLLLLL1,r.-' LLC�'C�LL LLLL-LL ^. _LLLLLLLLLt,�LLLLLLLLL LLLLLLLLL , STANDING DECK LLLLLLLLL,� LL SEE SHEET C-6 I��LLLLLLLLL LLLL.LLLLLkL LL_LLLLLLLLL LLI_LLLLLt�L L LLLLLLLL _LLLLLLLL},..L _LLLLL °'. L_ILLLLLLLLA_L LLLLLL LL LLLLLLLLL� L LLILLLLLLLL L.LLLLLLL!!L --LLLLLLLL ; LLLLLLI.LLLaLL L_ -LLLLLL a -LLLLLLLL L LI, L LLLL . LLLLLLLLLL LLLLLL L -LLLLLLLL,L,_ L L LLLLLLLL LLLLLLLLLL� LL L I_ LLLLLL L MONOPOLE BASE PLATE LLLLLLLLL�L LL.LLXLLLLLL BELOW STEEL LLLLLLLLL.L.LJ�LLLLLL _LX_L_LLLLL L L_LLLLLLLLLLLt J.1..L-rLL_LLLLL LL STANDING DECK) n. I._LLLLL LI -LLLLLL LLLt_LLLLL LL LLLLLLLLLLLLLLLLL-LLLLL LLL LLLLLLLLLLL-LLLLLLLL LLL LLLLLLLLLLLLLI_LI.I_L L ' 13S'O. LLLLLLLL_LLLLLLt_.L L L LLLL1LLLLLLL_ LL LLLLLLLLLLLL _LL LLLLLLLLL d CARRIER ID STENCIL � a i 3'-3 3/8"N_ 2 HANDLING HOLES 1 1 /2 0 15 TRENCH COVER DETAIL -4 SCALE: N.T.S. 0 WVTccW4. SCALE: 3/8" = V-0" UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED . PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 3 ORIGINAL SIZE IN INCHES • PLANNING CONSTRU0770M MANAGEMENT TEG'/'O/VlC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS RELEASED BY DATE 0 APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • # : i WSJ NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 C-4 3/16" GALV. STE CABLE, 3 PER TI 1 5/8" O.D. GALV. STEEL Pi 3 PER TREE (PAINT BLACK) EXIST PLANTED AREA 4SC (TYP OF 4) EXIST BRICK PATH _ez, -, :�l �_, _� - 4zl 5' FROM FENCE TREE PLANTINGS C-5 ISCALE: N.T.S. (SEE DETAIL 2/C-5) 011- 10JC ;Z7 (TYP OF 10) U/G ANTENNA _ ..._ I.__ CABLES IN _ L_ L L 6RM CONCRETE (TYP OF 6) TRENCH L I_ I_- 5VC _ _ L_ L_ (TYP OF 5) L L L L_ In- L 120'r FLAGPOLE -1 7PP (TYP OF 7) EXIST SIGN NE BACK ALL BRANCHES EPT CENTRAL LEADER BY 1/3. 41N ORIGINAL SHAPE OF TREE CROWN ,H-TEE" W/REINFORCED 3/4" RUBBER HOSE. CH 3 PER TREE ABOVE LOWEST BRANCH, )VE IN 2 YEARS :E AT DEPTH EMPORARY SAUCER "INISHED GRADE REMOVE BURLAP FROM BALL PLANTING SOIL (SEE PLANTING NOTES) ,:-XiSTING SOIL LIGHT TO \`\ ~ ILLUMINATE FLAG'------.-- 3PS (TYP OF 3) LANDSCAPING PLAN C-5 SCALE: 1" = 10' CONCRETE DRIVE W/TURNAROUND (TYP ALL TREES) EXIST VENT PIPE -� SPECIAL NOTE: THE CONTRACTOR IS TO GUARANTEE ALL PLANTS AND WORKMANSHIP FOR (2) PLANTING SEASONS. NEW SHRUB (SEE CHART ABOVE FOR SIZES) REMOVE BURLAP FROM TOP HALF OF BALL 3" MULCH TOP SOIL PLANTING SOIL 3 PARTS TOPSOIL ` 1 PART PEATM06 z BY VOLUME i i i MINIMUM SPACING 5' �_ TO 3' FROM FENCE SHRUB i PLAITING 3 C-5 SCALE: NTS ril F VL_ I Vtill i L FENCE 3PA (TYP OF 3) EXIST GRADE--� 1 /3 BURIAL OF OVERALL POST (3, MIN)__\ N EXIST PROPERTY LINE SHRUB (TYP) (SEE DETAIL 3/C-5) 5VC (TYP OF 5) WOOD EDGING (TYP, BOTH SIDES) k I e r yr .,/ 4' DIA (MIN) 3RO (TYP OF 3) EXTERIOR LIGHT (TYP) PLANTING SCHEDULE QTY/ COMMON NAME SCIENTIFIC NAME SIZE COND SYMBOL 6 RED MAPLE QUERCUS RUBRA 4" - 4.5" CAL B & 8 RM 3 RED OAK ACER RUBRUM 4" - 4.5" CAL B & B RO 4 SARGENT CHERRY PRUNUS SARGENTII 3" - 3.5" CAL B & B Sc 3 WHITE PINE PINUS STROBUS 14' - 16' H B & B PS 7 COLORADO SPRUCE PICEA PUNGENS 16' - 18' H B & B PP 3 NORWAY SPRUCE PICEA ABIES 16' m 18' H B & B PA 10 JC COMPACT JUNIPER JUNIPERUS CHINENSIS PFITZERANA COMPACTA' 2' H CONT CONT 5 FORSYTHIA FORSYTHIA X INTERMEDIA 4' - 5' H CONT CONT B & B FL LYNWOOD GOLD' 20 VC HIGHBUSH BLUEBERRY VACCINIUM CORYMBOSUM 3' - 4' H CONT CONT B & 8 7 ARROWOOD VIBURNUM DENTATUM 4' - 5' H CONT CONT B & B VD PLANTING NOTES ::3 1. PRIOR TO DIGGING PLANT PITS, PLACE ALL PLANTS IN THEIR RELATIVE POSITIONS AS INDICATED ON THE PLAN FOR APPROVAL BY THE LANDSCAPE ARCHITECT. MAKE ADJUSTMENTS TO THE LOCATIONS AS REQUESTED. 2. INSTALL ALL PLANTS AS PER DETAIL 2/C-5. 3. REMOVE ALL BURLAP, WIRE, CORDS, TIES, AND OTHER WRAPPING MATERIALS FROM THE ROOT BALLS. 4. FOR ALL POTTED PLANTS, SCARIFY THE ROOT SYSTEM PRIOR TO PLANTING. 5. PLANT ALL PLANTS SO THAT THE TOP OF THE ROOT BALL IS LEVEL OR SLIGHTLY ABOVE THE SURROUNDING SOIL LEVEL. 6. PROVIDE NEW TOPSOIL AS NEEDED TO COMPLETE THE PLANTING WORK. 7. INCORPORATE AMPLE AMOUNTS OF PEAT MOSS OR COMPOST MATERIAL INTO THE BACKFILL SOIL FOR ALL PLANTS. 8. MULCH ALL PLANTS, BEDS, AND TREE SAUCERS WITH 1" LAYER OF NATURAL BROWN SHREDDED BARK. 9. THOROUGHLY WATER PLANTS AFTER PLANTING. 10. PROVIDE A ONE GROWING SEASON PLANT REPLACEMENT GUARANTEE FOR NEW PLANTINGS. 11. ALL PLANTS MUST BE LABELED WHEN THEY ARE DELIVERED TO THE SITE. 12. CALL THE LANDSCAPE ARCHITECT FOR APPROVAL BEFORE SUBSTITUTING PLANTS. TRANSFORMER 7VD (TYP OF 7) EXIST CHAIN LINK FENCE ORANGE SAFETY FENCE (MIN 4' HIGH) -FIRMLY DRIVEN METAL "T" BAR STAKES (1 1 /2" X 1 1 /2" x 1 /8" x 10') OR EQUAL & 6' OC NOTES: 1. BARRIER PREVENTS COMPACTION OF SOIL AROUND ROOTS BY CONSTRUCTION EQUIPMENT. 2. REMOVE ALL FENCING AND STAKES IMMEDIATELY AFTER COMPLETION OF CONSTRUCTION. 3. OPTIONAL: 2%6" WOOD FRAMING BUILT AS SQUARE AROUND TREE. TR EE P R O TEC TI O N DETAIL SCALE: NTS EXISTING PROPERTY LINE EXISTING CHAIN LINK FENCE EXISTING CURBLINE EDGE OF DRIVE POLYVINYL FENCE SHADE TREE EVERGREEN TREE FLOWERING TREE UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL- NOT BE CONSIDERED VALID COPIES. ORIGINAL SIZE IN tNGHES • PLANNING A ( GINEERIN SUR EYING G /■ CONSTRUCTION MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPLICANT: r r19711 w ,ram IN CONJUNCTION WITH: (SITE 2002015980 - LINCOLN AVENUE) j cincgular WIRELESS (SITE N-G21) (SITE NY-09-264) J PROJECT NUMBER DRAWN BY 3722.1826 LH DATE ISSUE - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 11/16/06 PER VILLAGE ENGINEER COMMENTS APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: 1826 PURCHASE ii BLINDBROOK • • KING STREET RYE BROOK, NY 10573 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 i j s 0 11 a F.Al04! C-5 I FOU N DATI ON NOTES: I U/G COAX TRENCH--/ ELEVATION NOTE GRADE ELEVATION WAS DETERMINED TO BE EL 251'-0"f, AS REFERENCED ON DRAWINGS ENTITLED "PROPERTY & PARTIAL TOPOGRAPHIC SURVEY, LAND OF VILLAGE OF RYE BROOK" PREPARED BY URS CORPORATION AES, DATED NOVEMBER 2005, LAST REVISED ON JANUARY 27, 2006. ALL OTHER ELEVATIONS INDICATED WERE DETERMINED ON THIS BASIS. NORTHEAST ELEVATION SCALE: 1" = 10' T/FLAGPOLE 120'-0" AGL ! I I I I I I i I i I i 1 I i I i "h POLE FOUNDATION (SEE DETAIL 2/C-6) 12' x 18' FLAG o I T TO MINATE FLAG OF 3) -/AVG GRADE :L 251'—O" t SEE ELEVATION NOTE) ANTENNA COAX (TYP) SAWCUT OPENING FOR NEW CONC TRENCH. SEAL WEATHERTIGHT CONTRACTOR TO SECURE & SEAL .FIRST 10'-0" 1 „ COVER WEATHERTIGHT RESTORE LAWN — io 6" PVC PIPE BY G. C. (STUB 2" ABOVE GRAVEL BASE) (SEE SHEET C-2 FOR DRAIN LOCATION) ---' { 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED (6±1.5'). CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.46. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH " THE BUILDING REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318, LATEST EDITION. FOUNDATION INSTALLATION SHALL BE IN ACCORDANCE WITH ACI 336. "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DRILLED PIERS", LATEST EDITION. 2. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 (GRADE 60) EXCEPT THAT CAISSON TIES MAY BE ASTM A-615 (GRADE 40). ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315, LATEST EDITION, UNLESS DETAILED OTHERWISE ON THIS DRAWING. 3. APPROXIMATE CONCRETE VOLUME = 19.4 CUBIC YARDS. CONTRACTOR TO VERIFY WITH FINAL MFG DRAWINGS BEFORE ORDERING 4. FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL BORING LOG PREPARED BY. SJB SERVICES, INC. REPORT #: CE-04-010 DATED: 04-09-2004 5. CONTRACTOR SHALL READ THE GEOTECHNICAL AND CONSULT THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO CONSTRUCTION. 6. THE FOUNDATION WAS DESIGNED USING THE FOLLOWING SERVICE LOADS: MOMENT: 856.30 FT —KIPS SHEAR: 11.60 KIPS AXIAL: 16.40 KIPS SPECIAL REFERENCE NOTES: 11 1. THE PRELIMINARY POLE DESIGN SHOWN IS BASED UPON DESIGN DRAWINGS BY. ENGINEERED ENDEAVORS, INC. 2. FOUNDATION DESIGN SHOWN IS BASED UPON DESIGN DRAWINGS BY: ENGINEERED ENDEAVORS, INC. 3. FINAL SIGNED & SEALED DESIGN DRAWINGS OF FLAGPOLE AND FOUNDATION WILL BE PROVIDED TO BUILDING DEPARTMENT PRIOR TO ISSUANCE OF THE BUILDING PERMIT. NEW FLAGPOLE tx=Fte s: r,hve yvr N_Y R 1 OeA. r VA AtaryN1 r.r,r.ir,:ii,00 BUS BAR STEEL STANDING DECK TECION1C isngincoring & sumying Consuitarls P.C. PQ Box 37. TO Pleasant Hill Road zeaoj 829.6531 FAX' (845) 534.6999 (BY CONTRACTOR) r inrunaurviile, NY 1'fi953 vrxteeti�nicengineeeitr�.ctrai COAX ENTRY PORT (TYP) FAA 2-C SURVEY CERTIFICATION STONE WALL (SEE DETAIL 12/C-4) Applicant: NEXTEL Communications of New York, Inc. DBA,NEXTEL Communications One North Broadvvay Vyl,ite Plains, NY 10601 9'-2" O.D. CONCRETE Site Name: PurchaseBlindbrovk , � J PIPE (SUPPLIED & Site Nwnber: NY71826 INSTALLED BY G. C.) Site Adiress: 938 icing Street Rye Brook, NY'10573 Horizontal Datum: IM GPS surveys 0 Ground survey Vertical Datum: 1N GPS survey 0 Ground survey / — Structure Typo: ® New Tower C7 Water Tank D Existing Tower p Smoke Stack 6" PEA GRAVEL BASE 0 Roof Top M Other GEOTEXTILE MATERIAL Latitude: 41 ° 02' 03.19" North MIRAFI-50OX OR EQUAL Longitude: 73 " 40 ' 27.15 " West Ground Elevation: 254 AIVISL Elevation in feel Existing Grade\. Ground FLAG POLE ANCHORING Certification: i ;certify that the latitude of 41" 02' 03.19" and the, longitude of 73044W 27,15" are accurate TO PIER CONNECTION to within +t- 56 feet horizontally, and that1he"site.elevatlon of 254' AMSL is accurate to (DESIGN BY TOWER MFR.) within+t-20 feet vertically. The horzan#at dafum (coordinate) are Iri terms of the Nor#I American Datum of 1983 (NAD83) and are expressad in ttegrees;li utes and seconds. The vertical datum (elevations) are in terms of the National Geodetio,Vertical Datum cf 1929 and are exl ressed in feet. 2 POLE FOUNDATION C-6 SCALE: 1/4" = V-0" Company: Surveyor/Engineer Signaturet$eal Date: TEG WO 3722.1828 111 ANNING , ENG(>IFERRIG - SU"hVr»YING - CONSTRUC 10N MANAGEMENT An Eranzd opportunity Eq )loyor- 3 2--C CERTIFICATION C 6 SCALE: N.T.S. UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK QF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR\ SHALL NOT BE CONSIDERED VALID COPIES. O 1 2 3 ORIGINAL SIZE IN INCHES • PI ANNING • ENGINEERING TECTONIC I • SURVEYING • CONSTRUCTION MANAGEMENT 7E0Tt?N10 Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPLICANT: NEXIMr ' 3722.1826 1 1 JM — 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 5I136a PER C0f,4MEtLrS X•� i 1 . N al WAV ,"MmIrmo APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: w • ! PURCHASE Rl DBR, 938 KING STREET RYE BROOK, NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 POLE DESIGN & NOTES < SHEET NUMBER q- NEXTEL IDEN PANEL ANTENNAS (TYP OF 3) 115'—O"± AGL (SEE PLAN 4/RF-1) (L' NEXTEL CDMA PANEL ANTENNAS (TYP OF 3) 108'—O"± AGL (SEE PLAN 6/RF-1) � CINGULAR PANEL ANTENNAS (TYP OF 3) 100'-O"± AGL (SEE SHEET RF-2) (� T-MOBILE PANEL ANTENNAS (TYP OF 3) 92'-O"± AGL (SEE SHEET RF-3) - � VERIZON WIRELESS PANEL ANTENNAS (TYP OF 3) 82'-O"± AGL (SEE SHEET RF-4) � VERIZON WIRELESS PANEL ANTENNAS (TYP OF 3) 76'-O"± AGL (SEE SHEET RF-4) 0 ;z - T/FLAGPOLE 120'-0" AGL r-15' NEXTEL SLOT ANTENNA CABLES ROUTED U/G TO FLAGPOLE IN U/G CONCRETE TROUGH LEI I CX-) NORTHEAST ELEVATION SCALE: 1" = 10' 10' CINGULAR SLOT 10' T-MOBILE SLOT 11' VERIZON SLOT ANTENNA CABLES ROUTED IN FLAGPOLE UP TO ANTENNAS 120' FLAGPOLE (BY EEI) FLAG LIGHT TO ILLUMINATE FLAG (TYP OF 3) T/AVG GRADE EL 251'-O"± (SEE ELEVATION NOTE) 1/4" fL It MOUNT (P W/BUILDING) GPS ANTENNA (FURNISHED BY CARRIER) (SEE DETAIL 3/RF-1) PROVIDE NUT AS REQD F/EQUIPMENT 1/2" DIA COAX BLDG & PARAPET--\,,,,, U-BOLT I (TYP OF 2) - - - - - - - - -- HSS 1.005xO.133 SCALE: 3/4" = 1'-0" N x 0 ANTENNA MOUNTING FRAME (TYP) (BY POLE MFG) I I-- .L - ANTENNA DETAIL 5/RF-1) 120' FLAGPOLE T/PARAPET T/ROOF 0 Q 115'-O"± AGL NEXTEL ANTENNA MOUNTING PLAN SCALE: 3/4" = V-O" I ANTENNA MOUNTING FRAME (TYP) (BY POLE KAFG) kfrwrr L ANTENNA )ETAIL 7/RF-1) 120' FLAGPOLE @ �108'-O"± AGL NO- NEXTEL ANTENNA MOUNTING PLAN SCALE: 3/4" = 1'-0" ANTENNA AND COAXIAL SCHEDULE SECTOR ANTENNA # MECHANICAL DOWN TILT AZIMUTH ANTENNALC HEIGHT (AGL) COAXIAL CABLE COLOR MARK 1 BXA-80090/4 0* 10* 11 5'—O"± 1 GREEN 1 RR90-17—VDPL2/R 0* 10* 108'-0"± 1 WHITE 2 BXA-80090/4 0* 130* 115'-0 m 2 GREEN 2 RR90-17—VDPL2/R 0* 130, 108,—O"± 2 WHITE 3 BXA-80090/4 0* 250' 115'— cf± 3 GREEN 3 RR90-17—VDPL2/R 0* 250* 108'—O"± 3 WHITE PRIMARY GPS — — 12'-4" 1 YELLOW SECONDARY GPS 12'-4" 2 YELLOW SPARE GPS — 3 YELLOW THESE ANTENNAS UTILIZE 2 CABLES 4 5/16" GPS ANTENNA (WHITE) r-3-N\GPS ANTENNA — RF7 — 1 SCALE: 3" = 1'-0" NEXTEL PANEL ANTENNA P 0 co [SPRINT/NEXTEL ANTENNA DATA (CDMA/IDEN)i ANTENNA SPECIFICATIONS SECTOR MODEL QTY AZIMUTH 1 (UPPER) BXA-80090/4 1 10, 2 (UPPER) BXA-80090/4 1 130* 3 (UPPER) BXA-80090/4 1 250* SECTOR MODEL QTY AZIMUTH I (LOWER) RR90-17—VDPL2/R 1 10* 2 (LOWER) RR90-17—VDPL2/R 1 130, 3 (LOWER) RR90-17—VDPL2/R 1 250' CHARACTERISTICS CHARACTERISTICS (UPPER) I (LOWER) HEIGHT 96" HEIGHT 48" WIDTH 12" WIDTH 13.5" DEPTH 61, DEPTH 8. WEIGHT 36 LBS WEIGHT 18.5 LBS WIND AREA (CxA) 8.0 SF WIND AREA (CxA) 1.3 SF COAX CABLE SCHEDULE COAX RUN COAX SIZE MIN BEND RADIUS SECTOR ANTENNAS: 0 to 150 FEET 150 to 220 FEET > 220 FEET 7/8"0 LDF5-50A CABLE 1 1/4-0 LDF6-50 CABLE 1 5/8"0 LDF7-50A CABLE 15" 20" 25" GPS ANTENNAS: 0 to 250 FEET > 250 FEET 1/2"0 LDF4-50A CABLE 7/8"0 LDF5-50A CABLE 15" 15" V-0$# 5 --N\NEXTEL ANTENNA RF-1 / SCALE- 3/4" = 1'-0- 1%1� NEXTEL PANEL ANTENNA 2 0 I1'-1 1/2- 1 r --�NEXTEL ANTENNA 7 RF-1 I SCALE: 3/4" = 1'-0" UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 Menlo" ORIGINAL SIZE IN INCHES i : PLANNING 1• ENGINEERING SURVEYINGTECTONIC, CONSTRUCTION MANAGEMENT I TECTONIC Engineering & Surveying Consultants P.C. 955 little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com 'APPUCANT-. AMXI IN CONJUNCIION WITH.- vejyzw wireiess ,(SITE 2002015980 — LINCOLN AVENUE), Xcingular WIRELESS (SITE N—G21) .120110MMIPOINT COMMUNICATIONS INC (SITE NY-09-264) moll 3722.1826 1 �1 — 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT `2 9/11/06 PER COMMENTS U22M M CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE:, NY— 1826 PURCHASE BLINDBROOK 938 KING STREET RYE BROOK, NY 10573 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 NEXTEL ANTENNA DETAILS P q NEXTEL IDEN PANEL ANTENNAS (TYP OF 3) 115'-0"± AGL ELEVATION NOTE: GRADE ELEVATION WAS DETERMINED TO BE EL 251'—O" t, AS REFERENCED ON DRAWINGS ENTITLED "PROPERTY & PARTIAL TOPOGRAPHIC SURVEY, LAND OF VILLAGE OF RYE BROOK" PREPARED BY URS CORPORATION AES, DATED NOVEMBER 2005, LAST REVISED ON JANUARY 27, 2006. ALL OTHER ELEVATIONS INDICATED WERE DETERMINED ON THIS BASIS. SCALE: 1" = 10' FLAG T TO OINATE FLAG OF 3) /AVG GRADE L 251'—O"f 3EE ELEVATION NOTE) CINGULAR ANTENNA AND COAXIAL SCHEDULE ANTENNA POSITION AZIMUTH ANTENNA MODEL N0. COAX SIZE RAD CENTER COLOR CODE COAX FUNCTION ANTENNA BEAM WIDTH MECH DOWN TILT 1 0 DEGREES PER CARRIER (4)1 5/8 102'-6"—FT GREEN 1900 RXA/TX1 65—DEG O—DEG GREEN —GREEN —GREEN 1900 RXB 2 120 DEGREES PER CARRIER (4)1 5/8 102'-6"—FT BLUE 1900 RXA/TX1 65—DEG 0 DEG BLUE —BLUE —BLUE 1900 RXB 3 240 DEGREES PER CARRIER (4)1 5/8 102'-6"—FT WHITE 1900 RXA/TX1 65—DEG 0 DEG WHITE —WHITE —WHITE 1900 RXB GPS N A / KATHREIN OG-860/1920/GPS > (2)-1/2' N/A YELLOW GPS N/A N/A YELLOW —YELLOW BGCH GPS ANTENNA 1 /4" (FURNISHED BY CARRIER) R MOUNT (PROVIDED (SEE DETAIL 3/RF-2) W/BUILDING) I ---- T/PARAPET "— PROVIDE NUT AS READ F/EQUIPMENT — 1/2" DIA COAX BLDG & PARAPET T/ROOF 1/8 U—BOLT (TYP OF 2) HSS 1.005x0.133 SCALE: 3/4" = V-0" I �p0 �ry ANTENNA MOUNTING FRAME (TYP) (BY POLE MFG) ^11,1^11i. AR kNTENNA TAIL 5/RF-2) 120' FLAGPOLE CINGULAR ANTENN,A MOUNIING PLAN SCALE: 3/4" = 1'-0" ANTENNA SPECIFICATIONS SECTOR MODEL CITY AZIMUTH 1 PER CARRIER 1 15' 2 PER CARRIER 1 120' 3 PER CARRIER 1 240' CHARACTERISTICS HEIGHT 51.8" j WIDTH 10.3" DEPTH 5.5" WEIGHT 36.4 LBS EQ. FLAT PLATE AREA 3.7 SF 4 5/16" GPS ANTENNA I—J (WHITE) 1 1 /2" 3 GPS ANTENNA RF 2 SCALE: 3" = 1'-0" CINGULAR PANEL ANTENNA 10.3" 5 CINGULAR ANTENNA RF-2 SCALE: 3/4" = 1'-0" UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK ON THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 3 ORIGINAL. SIZE IN INCHES PLANNING • ENGINEERING ECTONIC• SURVEYING • CONSTRUCTION MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPLICANT: ="a= ' AWK IN CONJUNCTION WITH: VenZop wireless (SITE 2002015980 - LINCOLN AVENU - . cingular WIRELESS (SITE N-G21) — 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/j/06 PER COMMENTS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: 1826 PURCHASE r► BLINDBROOK 938 KING STREET RYE BROOK, NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 CINGULAR ANTENNA DETAILS RF 2 DOM FAIN 1A AIMtoaOX1115 !!i FAUX WINDOW (FRONT ONLY) POLYVINYL FENCE WITH GATE --� PREFABRICATED EQUIPMENT BUILDING (BY KULLMAN INDUSTRIES) -� NEXTEL IDEN PANEL ANTENNAS (TYP OF 3) 115'-0"t AGL (SEE PLAN 4/RF-1) NEXTEL CDMA PANEL ANTENNAS (TYP OF 3) 108'-O"± AGL (SEE PLAN 6/RF-1) T/FLAGPOLE 0 120'-0" AGL 15' NEXTEL SLOT q CINGULAR PANEL ANTENNAS (TYP OF 3) 100'-O"f AGL (SEE SHEET RF-2) - .R o1d- -Ii 1 M T-MOBILE _ PANEL ANTENNAS (TYP OF 3) 92'-0"± AGL -B (SEE PLAN 4/RF-3)- I ir) VERIZON WIRELESS PANEL ANTENNAS (TYP OF 3) - - 82'-O"t AGL (SEE SHEET RF-4) VERIZON WIRELESS PANEL ANTENNAS (TYP OF 3) -P 76'-O"f AGL rev (SEE SHEET RF-4) rf} T-MOBILE GPS ANTENNA (TYP OF 2) (SEE DETAIL 2/RF-3) T/GPS ANTENNA 10' CINGULAR SLOT 10' T-MOBILE SLOT o I I r- 11' VERIZON SLOT ANTENNA CABLES ROUTED IN FLAGPOLE UP TO ANTENNAS 120' FLAGPOLE (BY EEI) I GPS ANTENNA 1/4" T_ (FURNISHED BY CARRIER) MOUNT (PROVIDED (SEE DETAIL 3/RF-3) W/BUILDING) PROVIDE NUT AS REQD F/EQUIPMENT 1 /2" DIA COAX C BLDG & PARAPET iv 1 /8 FLAG - U-BOLT .- - (TYP OF 2) HSS 1.0050.133 1 LIGHT TO ILLUMINATE FLAG (TYP OF 3) STONE WALL T/AVG GRADE EL 251'-O" t Ffm Ir (SEE ELEVATION NOTE) - ;7 H I I ANTENNA CABLES ROUTED U/G TO FLAGPOLE IN U/G CONCRETE TROUGH- ita I I I i ELEVATION NOTE: GRADE ELEVATION WAS DETERMINED TO BE EL 251'-O" t, AS REFERENCED ON DRAWINGS ENTITLED "PROPERTY & PARTIAL TOPOGRAPHIC SURVEY, LAND OF VILLAGE OF RYE BROOK" PREPARED BY URS CORPORATION AES, DATED NOVEMBER 2005, LAST REVISED ON JANUARY 27, 2006. ALL OTHER ELEVATIONS INDICATED WERE DETERMINED ON THIS BASIS. NORTHEAST ELEVATION SCALE: 1" 10' i 1 I I ! I i I t I i I I a W Ly Mija I SCALE: 3/4" = 1'-0" 4 5/ 16" GPS ANTENNA _L_.__..._.._ 1 ___ _J (WHITE) 1 1/2- 1 3 GPS ANTENNA RF-3 7 SCALE: 3" = 1'-0" N x 0 ,r a. iz Q 1. ALL CABLE CONNECTIONS TO BE WEATHERPROOFED. INCLUDING ELECTRICAL TAPE, VAPOR SEAL (BUTYL TAPE), THREE LAYERS OF ELECTRICAL TAPE AND SCOTCH COAT. 2. CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE NECESSARY. 3. CABLE & JUMPER TAGGING: A. COLOR ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE (NOT TO INTERFERE WITH WEATHER PROOFING). B. ALL TAPE MARKINGS TO BE DONE IN SEQUENCE FROM TRUE NORTH, WORKING CLOCKWISE PER SECTOR RED, WHITE, BLUE MARKING (SEQUENCE DENOTED ON MATERIAL LIST). T/PARAPET f-- T/ROOF rENNA IL 2/RF-3) NNA MOUNTING FRAME (TYP) 3Y POLE MFG) 120' FLAGPOLE O @ tL 92'-O"± AGL T--MOBILE ANTENNA MOUNTING PLAN SCALE: 3/4" = 1'-0" ANTENNA SPECIFICATIONS SECTOR .TOR MODEL ALPHA PER CARRIER BETA PER CARRIER GAMMA PER CARRIER CHARACTERISTICS HEIGHT WIDTH DEPTH WEIGHT EQ. FLAT PLATE AREA T-MOBILE CABLE SCHEMATIC QTY AZIMUTH DOWNTILT 1 10` 0' 1 150' 0' 1 240' 0` 12" 4" 24 LBS 4.5 SF CABINETS CABINS S COAX CABLES AMPLIFERS AMPLIEERS AMPLIFIERS ANTENNA JUMPER JUMPERS JUMP ? MAIN CABINET B SUPER 1 1f4" DIA COAXIAL CABLE AT 125'-0"t a $LM 1* w m g DIN(F) ! Ea-0 1 1/4" DIA COAXIAL CABLE AT 125'-O"f DIN{F) 1 1f4" DIA COAXIAL CABLE AT 125-0t DIN(F) a PANEL PER CARRIER 1 1/4- DIA . COAXIAL CABLE AT 125'-0"t ^ DIN(F) 1 1/4" DIA COAXIAL CABLE AT 125'-0"t I IDIN{F)al 0­0 DIN(F) 1 1/4" DIA COAXIAL CABLE AT 125'-0"t DIN(F} 1 1/4" DIA COAXIAL CABLE AT 125'-0"t PANEL PER CARRIER 1 1/4" DIA COAXIAL CABLE AT 125'-O"t 1 1/4" DIA COAXIAL CABLE AT 125-0 ,❑ 1 1/4" DIA COAXIAL CABLE AT 125'-0>`± kr PANEL PER m CARRIER Cl DIN{F) 1 1/4" DIA COAXIAL CABLE AT 125'-0"� 1l----��__ ____.____�1---�t DIN(F} I_ I- �t ! a �� `� 1 1/4" DIA COAXIAL CABLE AT 125'-0"t BILL OF MATERIALS SITE NAME RYE BROOK NY-10-413-B ITEM N0. DESCRIPTION QUANTITY LENGTH (FT) TOTAL LENGTH 1 ANTENNA SECTORS: ALPHA PANEL W/MECHANICAL DOWNTILT KIT 1 125'f 125't BETA PANEL W/MECHANICAL DOWNTILT KIT 1 125't 125't GAMMA PANEL W/MECHANICAL DOWNTILT KIT 1 125't 125't 2 JUMPER CABLES: 6'--0" - 1/2" CABLEWAVE COAXIAL TOP JUMPER W/ CONNECTORS: {ANTENNA) 12 - N/A 6'-0" - 1/2" CABLEWAVE COAXIAL BOTTOM JUMPER W/ CONNECTORS: (SUPERFLEX) 12 - N/A 3'-0" - 1/2" CABLEWAVE COAXIAL AMPLIFIER JUMPER W/ CONNECTORS: (SUPERFLEX) 12 - N/A 3 MAIN CABLES: CUT TO 1 1/4" DIA. HELIAX COAXIAL 12 LENGTH* IN FIELD 180V±* 1/2" DIA, HELIAX COAXIAL (GPS) 2 30`t* 4 AMPLIFIERS: TM A 6 N/A N/A 5 GROUNDING KITS & 2- HOLE LUGS FOR: 1 1/4" CABLE 36 N/A N/A 1/2" CABLE (GPS) 4 - - 6 CONNECTORS - UNATTACHED FOR MAIN CABLES: FEMALE " DIN" 1 1/4" 24 N/A N/A FEMALE " DIN" 1/2" (GPS) 4 N/A N/A 7 NORTEL: S12000 INDOOR CABINETS (2 PROPOSED, 1 FUTURE EXPANSION) 3 N/A N/A 8 CCI BOOSTER - - - 9 VIC-100 GPS ANTENNA 2 N/A N/A NOTES 1. ITEMS LISTED ABOVE ARE TO BE SUPPLIED BY OCI AND INSTALLED BY CONTRACTOR. *2. COAXIAL CABLE LENGTHS ARE ESTIMATED AND TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO ORDERING MATERIALS. T-MOBILE PANEL ANTENNA 5 ANTENNA RF-3 SCALE: 3/4" = 1'-0" CABLE SCHEDULE ANTICIPATED COAXIAL CABLE RUN (X) IN FEET CABLE DIAMETER SIZE 0 < X < 6' 1/2" 6 < X < 100' 7/8" 100 < X < 200' 1-5/8" UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS DOCUMENT_ WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED r SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. „ 0 1 2 3 ORIGINAL SIZE IN INCHES dim• PLANNING ENGINEERING • .SURVEYING • ca1VSTRUGTION MANAGEMENT TECTON10 Engineering & Surveying Consultants P.C. 955 Little Britain Rood New Windsor, NY 12553 Phone: (845) 567-6655 Fax: (845) 567-8703 www.tectonicengineering.com APPLICANT: �..AMX'* I $71� ..� IN CONJUNCTION WITH: - Vedzap wireless (SITE 2002015980 - LINCOLN AVENUE) cingular WIRELESS (SITE N-1321) �� COMMUNICATIONS INC (SITE NY-09-264) 3722.1826 JM - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421--2600 FAX: (914) 421-2757 �_ NEXTEL IDEN PANEL ANTENNAS (TYP OF 3) 115'-O"± AGL i[� Chi I i i f ELEVATION NOTE GRADE ELEVATION WAS DETERMINED TO BE EL 251'-O" ±, AS REFERENCED ON DRAWINGS ENTITLED "PROPERTY & PARTIAL TOPOGRAPHIC SURVEY, LAND OF VILLAGE OF RYE BROOK" PREPARED BY URS CORPORATION AES, DATED NOVEMBER 2005, LAST REVISED ON JANUARY 27, 2006. ALL OTHER ELEVATIONS INDICATED WERE DETERMINED ON THIS BASIS. NORTHEAST ELEVATION SCALE: 1" = 10' GPS ANTENNA 1/4" IL (FURNISHED BY CARRIER) h' MOUNT (PROVIDED (SEE DETAIL 3/RF-4) W/BUILDING) T/PARAPET PROVIDE NUT AS READ Q0 F/EQUIPMENT 1 /2" DIA COAX 1 BLDG & PARAPET T/ROOF 1/8 U-BOLT (TYP OF 2) HSS 1.005xO.133 SCALE: 3/4" = 1'-0" 1 I i I 1 t i I 1 I I I FLAG T TO AINATE FLAG OF 3) /AVG GRADE L 251'-O"± >EE ELEVATION NOTE) N X 0 Q_ Q Q VERIZON WIRELESS PANEL ANTENNA (SEE DETAIL 7/RF-4) A 260 X O rr a a. Q VERIZON WIRELESS PANEL ANTENNA (SEE DETAIL 5/RF-4) ANTENNA MOUNTII\ FRAME (TYP) (BY VERIZON WIRELESS ANTENNA & COAX SCHEDULE (806-960 MHz & 1890--1990 MHz)j POSITION # DESIGNATION ANTENNA BRAND ANTENNA TYPE ANTENNA ANDREW FOAM DIELECTRIC COAXIAL CABLE AZIMUTH COLOR BANDS AT EACH END OF CABLE DOWN TILT 1 ALPHA RX1 /TX1 ANTEL BXA-185090/8CF 82'-O"± AGL (2) 1 1 /4" LDF6-50 170° 1 WHITE 0` 2 ALPHA RXO/TXO ANTEL BXA-80090/4CF 77'-O"± AGL (2) 1 1/4" LDF6-50 170' 4 WHITE 0' 3 BETA RX1 /TX1 ANTEL BXA-185090/8CF 82'-O" t AGL (2) 1 1 /4" LDF6-50 260' 1 BLUE 01 4 BETA RXO/TXO ANTEL BXA-80090/4CF 77'-0"f AGL (2) 1 1/4" LDF6-50 260' 4 BLUE 0' 5 GAMMA RX1 /TX1 ANTEL BXA-185063/12CF 82'-0"t AGL (2) 1 1 /4" LDF6-50 20° 1 GREEN 0' 6 GAMMA RXO/TXO ANTEL BXA-80063/4CF 76'-O"t AGL (2) 1 1/4" LDF6-50 20' 4 GREEN 0' BUILDING GPS LUCENT GPS 12'-6"± AGL 7/8" LDF5-50A N/A 1 YELLOW - BUILDING GPS LUCENT GPS 12'-6"± AGL 7/8" LDF5-50A N/A 1 YELLOW/1 PURPLE - 4 5/16" GPS ANTENNA -I (WHITE) 1 1 /2" 3 GPS ANTENNA RF-4 SCALE: 3" = V-0" r" .ON WIRELESS L ANTENNA DETAIL 5/RF-4) 120' FLAGPOLE WIRELESS PANEL ANTENNA p (SEE DETAIL 5/RF-4) N 11 0 @ 76'-O" ± AGL & 77'-O"± AGL VERIZON WIRELESS ANTENNA MOUNTING PLAN SCALE: 3/4" = 1'-0" VERIZON WIRELESS PANEL ANTENNA (SEE DETAIL 7/RF-4) 120' FLAGPOLE " ---- `- VERIZON WIRELESS PANEL ANTENNA ANTENNA MOUNTING N (SEE DETAIL 7/RF-4) FRAME (TYP) (BY POLE MFG) « J O @ 82'-O" ± AGL VERIZON WIRELESS ANTENNA MOUNTING PLAN SCALE: 3/4" V-0" VERIZON WIRELESS PANEL ANTENNA ANTEL BXA-185090/8CF (POSITION 1 & 3) --� VERIZON WIRELESS ANTENNA DATA (806-960 MHZ & 1890-1990 Mi z) ANTENNA SPECIFICATIONS SECTOR MODEL TY # CABLES AZIMUTH ALPHA (UPPER) BXA-185090/8CF 1 2 170' BETA (UPPER) BXA-185090/8CF 1 2 260' GAMMA (UPPER) BXA-185063/12CF 1 2 20' SECTOR MODEL QTY .j CABLES AZIMUTH ALPHA (LOWER) BXA-80090/4CF 1 2 170' BETA (LOWER) BXA-80090/4CF 1 2 260' GAMMA (LOWER) BXA-80063/4CF 1 2 20' CHARACTERISTICS CHARACTERISTICS (UPPER - NO. 2) (UPPER - NOS. 1 & 3) (LOWER - NO. 4) HEIGHT 48.2" HEIGHT 47.4" WIDTH 6.1 WIDTH 8.1" DEPTH 4.1 DEPTH 5.7" WEIGHT 11 LBS WEIGHT 12 LBS WIND AREA (CxA) 2.03 SF WIND AREA (CxA) 2.66 SF CHARACTERISTICS CHARACTERISTICS (LOWER - NOS. 5) (LOWER - NO. 6) HEIGHT 72.44" HEIGHT 47.4" WIDTH 6,06" WIDTH 11.2" DEPTH 4.13" DEPTH 4.5" WEIGHT 15 LBS WEIGHT 9.9 LBS WIND AREA (CxA) 3.05 SF WIND AREA (CxA) 3.9 SF VERIZON WIRELESS PANEL ANTENNA ANTEL BXA-80090/4CF (POSITION 4) --� VERIZON WIRELESS PANEL ANTENNA ANTEL BXA-80090/4CF (POSITION 2) -� "81 7 ANTENNA- RF-4 SCALE: 3/4" = V-O" rt- rt- VERIZON WIRELESS PANEL ANTENNA ANTEL BXA-185063/12CF (POSITION 5) - N r�. 8.1" 6.06" ANTENNA RF-4 SCALE: 3/4"� V-0" VERIZON WIRELESS PANEL ANTENNA ANTEL BXA-80063/4CF (POSITION C� 11.2" UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A F VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 3 ORIGINAL_ SIZE IN INCHES % • PLANNING ENGINEERING • SURVE?WNG • CONSTRUCTION MANAGEMENT TECTONIC Engineering & Surveying Consultonts P.C. 955 Little Britain Rood New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPucANT• E IN CONJUNCTION WITH: - ireie55 (SITE 2002015980 - LINCOLN AVENUE) cingaular WIRELESS (SITE N--G21) C (SITE NY-09-264) ] PROJECT NUMBER DRAWN BY J 3 722.182fi������������ iM nATF 11qSi1F - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 9/21/06 PER RF COMMENTS RELEASED BY DATE _ a 7(0�z APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: i moo 0 , DID NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 r , r 2 A-2 N 50' -O" CANOPY COLUMN O" 12>-O" (TYP OF 2) COVERED ENTRANCE FAUX WINDOW WJ8" STUCCO TRIM ALL AROUND (ABOVE} ~ - ~ _ WJINTERIOR MIRROR TINTING 9,_5" 6,_0„ 9,-8,> 6,-0„ (FRONT ONLY, TYP OF 2) ,0tJ ( I I e OF CABLE I LADDER a, 20'-11" I I i I CA64 SF EQUIPMENT I T_- Y, Iz I I ROOM I i I ( VERIZON WIRELESS io UNMANNED tO �I (:HALLWAY `� I I Iw EQUIPMENT ROOM 00 ( i I GRATING OVER FLOOR I mI I PENETRATION " " 7-7 5-2 I I (PROVIDED BY BLDG MFG) SEE PLAN 3JA-1 2'-4 - 21'-6" 3._0,> 4 DOWER R BUTTON PANEL - 3'- 6 MAIN CIRCUIT 7'-1" 0I I x BREAKER � A-3 ------ - 3'-6" 8'-5" 6" I ► o 8>_8=> 3=_0=> (TYP) -o 1to > , A-2(NEXTEL UNMANNED {`' 12 -40 EQUIPMENT ROOM CINGULAR UNMANNED _ EQUIPMENT ROOM ^1 i01) 240 SF T-MOBILE UNMANNED N `° EQUIPMENT ROOM �n 12'-9" i r 204 SF - 0 11' 4 2 HR. RATED FIRE SEPARATION WALL 4' -6"± i 13' -1 N FAUX LOUVER (PAINTED TO MATCH PANCAKE STYLE ADJACENT SURFACE) gyp, MUFFLER CRITICAL (TYP OF 2) FACILITY GRADE INTERIOR GENERATOR ROOM MOUNTED 0 ei- 4P-6') 5'_ 0" 13'-0" 5'-0" 13'-0" 5'-0" "4'-6" 8" EXHAUST PIPE OPERATIONAL LOUVERS 1 WITH 1" THICK GENERATOR (PAINTED TO MATCH A-3 THERMAL WRAP NATURAL GAS 400 KW ADJACENT SURFACE) KOHLER 40ORZW ,EQUIPMENT ENT BUILDING LAYOUT PLAN (PROVIDED BY BLDG MFG) A-1 SCALE: 1 J4" = V-0" WAVEGUIDE ENTRY ORT_- AT 4'- " AFF --\ 7HIS SHEET IS O. REFERENCE. SEALED DESIGN DRAWINGS - PIUILDING - - --• .j NEW VERIZON TELCO DEMARC 39" HIGH x 25" WIDE x 16 1 J2" DEEP ON 4'x4' BACKBOARD (3'-0" AFF) -\ 0 NTAKE LOUVER -MASTER nMnIIIAn MAM CABINET #1 CABINET #2 CABINET ECABINET #4 7--QUIPMENT BUILDINGFLOOR PLAN SCALE: 1 J4" = 1'-0" KI CLIMATE CONTROL 3 ENLARGED PLAN A-1 SCALE: 1 J2" = 1'-0" UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A % VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL 'OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 ORIGINAL SIZE IN INCHES I I lid PLANNING ENGINEERING TECTONIC • SURVEYING • CONSTRUCTION MANAGEMENT reor YlC Engineering & Surveying Consultants P.C. 955 Little Britain Rood New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPUCANT: IN CONJUNCTION WITH: III JF menlo wireless {SITE 2002015980 - LINCOLN AVENUE-Xcingular WIRELESS (SITE N-1321) (SITE NY-09-264) IUMBER DRAWN BY RMS - 3J10J06 FOR REVIEW 1 5J22J06 FOR PERMIT 2 9/13/06 PER COMMENTS F(tL.EA5E.D BT DATE 1 10 APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: r • • PURCHASE 938 KING STREET RYE BROOK, 10573 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 EQUIPMENTBUILDING FLOOR PLAN A-1 INCITES: 1. THE BUILDING SHALL HAVE A BRICK FACE, COLOR AND TEXTURE TO MATCH VILLAGE HALL. FIN GRADE EL 251'—O"± NOTE: FENCE NOT SHOWN FOR CLARITY, NORTHWEST ELEVATION SCALE: 3/8" = 1'-0" larel'spalmmiffmmommy al SCALE: 3/8" = 1'—O" n`i"A A1t1Ann nntnt/ nl in lA it Ain BVNfI, HALL, :D EQUAL ['TAAih Aon notnti nt ta.tnttatn nnntn (TYP OF 10) (SEE LANDSCAPE PLAN) UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED ; PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A ` VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE f' NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. Q 1 2 3 ORIGINAL SIZE IN INCHES • PLANNING • ENGINEERING • SURVEYING • CONSTRUCTION MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone; (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPLICANT. - IN CONJUNCTION WITH: (SITE 2002015980 - LINCOLN AVENUE) - Xcinguiar WIRELESS (SITE N-1321) LH — 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS APPROVALS CONSTRUCTION LEASING r� DATE: 1 ZONING DATE: OWNER 1A NETWORK ENG DATE: 1826 PURCHASE 1:'i! 938 KING STREET RYE BROOK, NY 10573 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 EXTERIOR ELEVATIONS GPS ANTENNA (TYP OF 9, SEE RF DWGS) 12'-6" x 8'-10" OPERATIONAL LIGHT STANDARD BRICK, RUNNING BOND, COLOR TO MATCH VILLAGE HALL, BELDEN BRICK OR APPROVED EQUAL GENERATOR ROOM DOOR NOTE: FENCE AND ELECTRICAL/MECHANICAL EQUIPMENT NOT SHOWN FOR CLARITY. SCALE: 3/8" = 1'-0" FENCE AND ELECTRICAL/MECHANICAL EQUIPMENT NOT SHOWN FOR CLARITY. SCALE: 3/8" = 1'-0" PRE -FORMED CORNICE TRIM AS MANUF. BY FSI, FOAM SYSTEMS INC., PO BOX 3146 ALLENTOWN, PA 18106 OR APPROVED EQUAL. TRIM TO BE COATED WITH SYNTHETIC STUCCO, COLOR TIO MATCH VILLAGE HALL CAP FLASHING, COLOR TO MATCH THAT OF VILLAGE HALL LIGHT / r ENTRANCE CANOPY CONC PAD (TYP) FIN GRADE EL 251'-O" ± nf .nneo ucen 1 HALL UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE ' OF THE SIGNATURE AND AN ORIGINAL EMBOSSED 1= SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES,`, 0 ORIGINAL SIZE IN INCHES • PLANNING • ENGINEERING • SURVEYING CONSTRUCTION MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPLICANT: NEj. IN CONJUNCTION WITH: - Vedzon wireless (SITE 2002015980 - LINCOLN AVENUE) Xcinguiar WIRELESS (SITE N-G21) I COMMUNICATIONS INC f• 6, 1. 1 - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS APPROVALS CONSTRUCTION LEASING tm RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • PURCHASE BLINDBROOK 938 KING STREET RYE BROOK, NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 EXTERIOR ELEVATIONS 'SIA�R O� FIN GRADE CONDENSATE PUMP AS REQD (TYP OF 2) 3/4" CONDENSATE DRAIN PIPE - FIRE RATED PENETRATION (TYP) (SEE SHEET T-3) — o � I I i I ( I I T I 3/4" �_ 4'x4' BACKBOARD (3' 0" AFF 4 CONDENSATE I �#( ) 4x TELCO ( DRAIN PIPE FOR TELCO D—MARC) BOARD �— I�---_—_ I i ! I I-------- SG-1 I I SG-1 e;�j--- ELEC EQUIP AHU-2 ; ----i (TYP) RG-1 AHU-1 AHU-2 1-- I 1 i--------- i SG-1E,, I !! I I ! ! I RG-1 ----I—_—_� E _I __J L_________ J ---- 3/4" CONDENSATE / 1 ! LEAD —LAG 4x4 TELCO t I i i DRAIN PIPE 1 i CONTROLLER & BOARD 7T\ THERMOSTAT (TYP) k T i i i ' ELEC EQUIP L__._'" —4x4 TELCO (TYP) BOARD ELEC EQUIP I i iREFRIGERANT TYP i I (PIPING 1-1/8" 1 ! rX I r x I I 'SUCTION & 3/8" I _---- i---- f 1 1 1 I —----'� I 'LIQUID TO AC-1 1 I I I I I& AC-2 I I i ii i i — I I i 1 I L X J-L x. J I I 4 F-- - ! %M_1AFI I' Ivor SG-1 SG-1 FF AHUi i i i AHU-1 .._..4_..,.. RG-1 I i I a r tit I i I I f ! 9i RG-1 10 -- SG-1 I I #---- I i I SG-1 ' HU-2 �—A,--- 1 1 i 1 TELCO i i HU-2 A_ t j t--I I I I I ® RG-1 L i I RG-1 --' L------ BOARD -- LL - T S—r.__ I `t^t U DS-2— "0 DS-2 "� M21COPPER REFRIGERANT PIPING AC-1 AtC_-2 AC-2 AC-1 AC-2 1-1/8' SUCTION & 3/8" DS--1 DS-1 DS-1 LIQUID TO AC-1 & AC-2 CONDENSATE DRAIN (TYP) C �C)( (SEE DETAIL 5/M-1) c ---- -----_ _ __ _ ------_ } __ _ . -.. _ _ _ _ _ _ _ -- ---__ _ _ _ --- _ _. _ _ __ . _ _ 2 SECTION M-1 SCALE: 1" = 1'-0" ^ONDENSOR )NC PAD RAVEL URFACING rYP) SCALE: 1 /4" = V-0" SPECIAL NOTES 1. AIR HANDLERS TO BE PROVIDED AND WIRED BY BUILDING MANUFACTURER. 2. DS-1 & DS-2 PROVIDED AND WIRED BY BUILDING MANUFACTURER. 3. CONDENSOR UNITS AND ASSOCIATED WIRING TO DISCONNECTS TO BE FURNISHED & INSTALLED BY CONTRACTOR. 4. ALL MECHANICAL PIPING TO BE INSTALLED BY CONTRACTOR. 5. CONDENSATE WILL DRAIN ONTO GRAVEL SURFACING (SEE DETAIL 5/M-1) 3/4" CHAMFER GRAVEL SURFACING (TYP) 4'-0" WWF 4x4—W2.9xW2.9 T/CONC —� 4" COMPACTED CRUSHED STONE COMPACTED SUBGRADE SECTION (CONCRETE PAD. SCALE: 3/4" = 1'-0" CONDENSAT W/FLOAT S' SHOWN FOR REFERENCE, SEE SPECIAL NOTE #1 / 4`\SECTION SCALE: 3/4" = V-0" SURFACING (TYP) AC—2 COPPER REFRIGERANT PIF 1-1/8" SUCTION & 3/8" LIQUID TO AC-1 & AC-2 CONDENSATE DRAIN (TYP) . - a CEILING 61 VG FRAME SOLATORS 2N DUCT t HJ i C.1V WJ mr-wuIRED LEGEND & SCHEDULE OF MECHANICAL EQUIPMENT SYMBOL MANUFACTURER MODEL No DESCRIPTION AC —I Sc 2 CARRIER 38TXA060 COMPRESSOR CONDENSER UNIT FOR AHU-1 BELOW. COPPER COIL WITH ALUMINUM FINS, EXTERNAL SERVICE, THERMAL COMPRESSOR LIMIT, PROVIDE LT32 LOW AMBIENT KIT, BALL BEARING FAN MOTOR, WINTER START CONTROL, EVAPORATOR FREEZE THERMOSTAT, CRANKCASE HEATER, TXV KIT, REFRIGERANT FILTER DRYER. SYSTEM SHALL OPERATE TO 07. PROVIDE ANY ADDITIONAL CONTROLS REQUIRED. REFER TO CARRIER LONG LINE APPLICATION GUIDELINE FOR TUBING SIZES OVER 50 FT. PROVIDE THE FOLLOWING ACCESSORIES: — COMPRESSOR START ASSIST—CAPACITOR/RELAY TYPE — CRANK CASE HEATER — CYCLE PROTECTOR - LIQUID SOLENOID VALVE - LOW -AMBIENT CONTROLLER - WINTER START CONTROL - MOTOR MASTER CONTROL -CYCLE PROTECTOR - LOW PRESSURE SWITCH - HIGH PRESSURE SWITCH AHU-1 & 2 CARRIER FB4ANBO60005 INDOOR AIR HANDLING UNIT 2000 CFM 0 0.125" ESP, NOMINAL 5 TON COOLING CAPACITY 60,000 BTUH, 10.4 SEER AT 957 AT 80'FDB/67'WB PROVIDE 5KW ELECTRIC HEAT ELEMENT. MOUNT VERTICALLY AS SHOWN. DUCT AS SHOWN, PROVIDE VIBRATION ISOLATION SUPPORTS. UL LISTED 240V, 10, 60 HZ PROVIDE RELAY SHUTDOWN PACK FOR CONNECTION TO SMOKE DETECTOR. HEAT STRIP INCLUDED. SINGLE STAGE COOLING/HEATING THERMOSTAT FOR USE O INCLUDED WAHU / WITH AHU. SYSTEM SHALL BE CAPABLE OF AUTOMATIC SWITCHOVER FROM COOLING/HEATING. SURFACE MOUNT ON WALL. SG _1 TITUS 30ORS SUPPLY GRILLE — STEEL CONSTRUCTION WITH DOUBLE DEFLECTION PATTERN AND 3/4" BAR SPACING, 10"x1O" RG-1 TITUS 350ZRL RETURN GRILLE — STEEL CONSTRUCTION WITH 0' DEFLECTION AND 3/4" BAR SPACING, 12"x16" 10 LITTLE GIANT VCM-20UL CONDENSATE PUMP 25 GPH CAD 15' TDH. EQUIPPED WITH TANK AND OVERFLOW ALARM SWITCH, 120V SQUARE "D" — NON --FUSIBLE DISCONNECT SWITCH: 60A, 2P, 3W, NEMA 3R. DS-1, DS-2 INSTALL PER MANUFACTURER'S REQUIREMENTS. ENVIRONMENTAL CONTROL GENERAL NOTES SPACE -ENVIRONMENTAL CONTROL SEQ_UENG SITE TEMPERATURE CONTROL IS TO BE PROVIDED BY (2) AIR CONDITIONING UNITS EQUIPPED WITH 1—STAGE HEATING/COOLING WALL THERMOSTAT PROVIDED BY CONTRACTOR. SYSTEM IS TO OPERATE 24 HOURS A DAY, 7 DAYS A WEEK, 365 DAYS A YEAR AND SHALL MAINTAIN SPACE @ 76 DEG. F. (+/— 2 DEG.). SYSTEM SHALL BE AUTO CHANGEOVER. CONTROLLER SHALL OPERATE THE UNITS AS FOLLOWS: AHU-1/AC-1 SHALL OPERATE AS THE PRIMARY UNIT WITH AMU-2/AC-2 IN RESERVE. IF AHU-1/AC-1 FAILS TO MAINTAIN THE DESIGN TEMPERATURE FOR A PERIOD OF TEN MINUTES, THE CONTROLLER SHALL START AHU-2/AC-2 AND RUN ALL UNITS SIMULTANEOUSLY FOR A PERIOD OF THIRTY MINUTES, AFTER WHICH TIME IT WILL SHUT DOWN AHU-2/AC-2 AND OPERATE ONLY AHU-1/AC-1. THE CONTROLLER CYCLE WILL START AGAIN WITH THE INITIAL TEN MINUTE PERIOD. IN THE EVENT OF A SHUTDOWN OF AHU-1/AC-1 FOR ANY REASON, THE CONTROLLER SHALL RUN AHU-2/AC-2 CONTINUOUSLY, AS DETERMINED BY THE THERMOSTAT. HVAC NOTES 1. DESIGN CRITERIA: SUMMER OUTSIDE TEMPERATURE 95' FDB 66' FWB INSIDE TEMPERATURE 78' FDB 50' RH WINTER OUTSIDE TEMPERATURE 0' FDB INSIDE TEMPERATURE 74' FDB 2. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE LATEST ASHRAE AND BEST INDUSTRIAL STANDARDS. 3. ALL HVAC WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES HAVING JURISDICTION OVER THE CONSTRUCTION. 4. CONTRACTOR SHALL REPORT TO OWNER ANY OBSERVATIONS OR CONDITIONS WHICH ARE DISCOVERED IN THE BUILDING WHICH WOULD PREVENT THE FULLEST USE OF THE HVAC SYSTEM. 5. A MAINTENANCE LABEL MUST BE AFFIXED TO MECHANICAL EQUIPMENT. TWO COPIES OF A MAINTENANCE MANUAL FOR THE EQUIPMENT ITEMS SHALL BE PROVIDED TO THE CONSTRUCTION MANAGER BY THE CONTRACTOR. 6, EER RATING AND HEATING COMBUSTION EFFICIENCY RATING OF EACH HVAC UNIT SHALL COMPLY WITH STATE REQUIREMENTS. 7. ALL HVAC EQUIPMENT SHALL BE PROPERLY SUPPORTED AND ANCHORED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ISOLATE UNITS AND FANS FROM STRUCTURE WITH APPROVED VIBRATION MOUNTS. 8. ALL WEATHER EXPOSED EQUIPMENT, DUCTS, ETC., SHALL BE COMPLETELY WEATHERPROOF. 9- PACK FIBERGLASS INSULATION AND SEALING MATERIAL, I.E. PERMAGUM, AROUND WALL SLEEVES AND PENETRATIONS TO RETAIN SOME FLEXIBILITY. 10. FIELD ROUTE AND SUPPORT ALL PIPING AS REQUIRED. 11. INSTALL PIPING AWAY FROM ALL ELECTRICAL, RADIO, AND TELEPHONE EQUIPMENT. 12. ALL CONDUIT AND LOW VOLTAGE (24 V) ALARM WIRING BY CONTRACTOR. 13. SET HVAC THERMOSTAT AT 807 AND INTERLOCK WITH SMOKE DETECTOR. 14. EACH PAIR OF HVAC UNITS SHALL BE CONTROLLED BY A STANDARD LEAD —LAG CONTROLLER. THE HVAC UNITS AND THEIR CONTROLS SHALL BE CONFIGURED SUCH THAT NO CONDITION (INCLUDING FAILURE OF THE LEAD —LAG CONTROLLER) WILL ALLOW MORE THAN ONE HVAC UNIT TO START AT THE SAME TIME. CONTROLS SHALL BE DESIGNED SUCH THAT ACTIVATION OF A SMOKE DETECTOR SHALL SHUT DOWN THE ENTIRE HVAC SYSTEM. DETAIL M-1 SCALE: 1 1 /2" = 1'-0" ATE UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. 1t COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF ' h M: THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 i 2 3 ORIGINAL. SIZE IN INCHES • PLANNING + ENGINEERING • SURVEYING * CONSTRUC77ON MANAGEMENT" TEGTON►O Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com — 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: Is lop i. Iffil 8 i NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 M-1 CON ED SERVICE LAYOUT NO: C04-011998-WR & CUSTOMER NAME IS NEXTEL WIRELESS 1200AMP M� METER CENT MAIN DEVICE ENCL (SEE NOTE #3 BEL NEW UTILITY POLE BY CONTRACTOR (LOCATION TBD PER CON-EDISON FINAL DESIGN) CONTRACTOR TO TRIM/CUT EXIST UTILITY TREES AS REQD PER CON-EDISON FINAL DESIGN. POLE (TYP) CONTRACTOR TO MARK TREES (TYP OF 3) & COORDINATE WITH VILLAGE PRIOR TO ANY TREE KING STREET REMOVAL. POLE TO BE INSTALLED & ANCHORED PER CON-ED SPEC 13306-b AND EO-5218. NYT 108 QHW -EXIST PARKING LOT NEW U/G TELCO UTILITIES (SEE DETAIL 6/E-1) j.i EXIST SHED ST TREELINE NEW DISTRIBUTION BOX (AS REQD) (SEE DETAIL 2/E-1) NEW U/G ELEC & TELCO UTILITIES (SEE DETAIL 6/E-1) ca 0 o NEW FLAG POLE - . `. r METER BANK i (SEE DETAIL 3/E-1) PI NEW 300KVA PAD 11 MOUNTED TRANSFORMER Fe CONTRACTOR TO LOCATE AND EXPOSE GAS VALVE ® ROAD t° (PER CON EDISON) NEW BOOSTER PUMP WITH UPS / CONTRACTOR TO FLAG BATTERY BACKUP (AS REQUIRED) EXIST PUMPING EXIST GAS SERVICE ALONG STATION ENTIRE RUN FROM ARBOR I All DRIVE TO PARKING LOT CONTRACTOR TO INSTALL NEW 3" PE GAS EXIST CHAINLINK (NEAR VILLAGE HALL) LINE & TIE INTO BOTH EXIST 1" GA L N FENCE 7'-0" LIFTING HOLE (TYP, SEE NOTE BELOW) S E I AND NEW BUILDING. (CON-EDISON LAYOUT # S 06-35517-WTR) NOTE: 1. NOT ALL NEW LANDSCAPING SHOWN FOR CLARITY. 2. CONTRACTOR TO FLAG ALL UTILITIES PRIOR TO EXCAVATION (ELEC, GAS SEWER, ECT.) ELECTRICAL PLAN E-1 SCALE: 1" = 30' CHAMFER AMFER IP IY V I CJ: I I P I 1. METERING BE CUTLER -HAMMER MU- H4ET 213CCCCH I I I j OR APPROVED CON- EDISON EQUAL. I j I 2. METERING EQUIPMENT TO BE OUTDOOR,COMMERCIAL, 1 , 5-JAW ( I L- - -f SOCKET WITH LEVERSBY PASS.' 200AMP L_ 3. CB & MAIN DEVICE ENCLOSURE TO BE CON-EDISON APPROVED. 4. ALL METERS ARE TO BE PLACED BETWEEN THE MIN. (4'-6") & MAX (5'-6") HEIGHTS SHOWN PER CON-EDISON r3 METER BANK DETAIL E-1 SCALE: 3/4" = V-O" NEW SUPPORT POST )OA CB 1, SEE 3 BELOW) NEW UNISTRUT (TYP, AS REQUIRED) Chi DETAIL DELETED 4 ATS DETAIL E-1 SCALE: N.T.S. 1 M NOTE: DISTRIBUTION BOX TO BE CON EDISON DB-6, SPEC DWG NO. EO-13331-6, REV 4. 6'-0" SQ. WWF 4x4-W2.9xW2.9 T/CONC Q -TRANSFORMER PAD - PAD DETAILS E-1 SCALE: 3/4" = 1'-O" ASPHALT CONCRETE BINDER COURSE N.Y.S. ITEM 403.13 SUB BASE COURSE N.Y.S. ITEM 304.2 SAW CUT EXISTING PAVEMENT (TYP) 3000 PSI CONCRETE b A 1> b.A PVC CONDUIT FOR I ! II 1) it A EI IUL ELEC W/ DRAG LINE ° D (TYP OF 2, 1 SPARE' 1 _0 4" COMPACTED CRUSHED STONE COMPACTED SUBGRADE MAGNETIC WARNING TAPE ASPHALT CONCRETE -HIGH FRICTION TOP COURSE (E N.Y.S. ITEM 403.1701 i 1 0 I CV PVC CONDUIT FOR ELEC W/ DRAG LINE (TYP OF 2, 1 SPARE) 4" PVC FOR TELCO W/DRAG LINE (TYP OF 2, 1 SPARE) DUCT SPACER NOTE: THE ENDS OF PVC CONDUIT ENTERING OR LEAVING A MANHOLE, DISTRIBUTION BOX OR CONCRETE PADS MUST BE CONVERTED TO GALVANIZED CONDUIT FOR THE LAST 8'-0" RUN. rLECTRICAL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND COORDINATION OF THE ELECTRICAL & COMMUNICATION SERVICES WITH THE UTILITY COMPANIES AND SHALL PAY ALL FEES REQUIRED TO COMPLETE THE INSTALLATION. 2. COORDINATE THE INSTALLATION OF THE SECONDARY ELECTRIC & COMMUNICATION SERVICES INCLUDING SUPPORTS AND ACCESSORIES AS INDICATED. COORDINATE WITH AND MEET THE REQUIREMENTS OF THE LOCAL UTILITY COMPANY, THE NEC, AND ALL APPLICABLE LOCAL AND STATE CODES. 3. CONTRACTOR SHALL PERFORM ALL VERIFICATION, OBSERVATION, TESTS, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 4. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 5. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE ONE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED BY UNDERWRITERS LABORATORIES (UL) AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH LISTING. MATERIALS SHALL MEET WITH APPROVAL OF ALL AUTHORITIES HAVING JURISDICTION AND SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND NFPA. 6. SERVICING UTILITY CO: CON EDISON CONTACT: LUCIO GALA TELEPHONE NO: (914) 925-6433 7. SERVICING TELEPHONE CO: VRIZON 8, ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 9. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANELBOARD, PULLBOX, J-BOX, SWITCH BOX, ETC., IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA). 10. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. GROUNDING CONDUCTORS SHALL BE SOLID TINNED AND ANNEALED #2 COPPER, UNLESS OTHERWISE NOTED. 11. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO THE CONSTRUCTION MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. 12. PROVIDE CONSTRUCTION MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS. 13. PULL BOX SHALL BE USED WHERE REQUIRED. SEPARATE PULL BOXES SHALL BE USED FOR ELECTRIC & TELCO RUNS. PULL BOXES SHALL BE QUAZITE COMPOSOLITE STYLE PG WITH HEAVY DUTY COVERS AS MANUFACTURED BY FLEXWELL, LENOIR CITY, TN. VERIFY SIZE WITH UTILITY COMPANY PRIOR TO INSTALLATION. 14. DURING AND UPON COMPLETION OF THE WORK, ARRANGE AND PAY ALL ASSOCIATED COSTS FOR INSPECTIONS OF ALL ELECTRICAL WORK INSTALLED UNDER THIS CONTRACT, IN ACCORDANCE WITH THE CONDITIONS OF THE CONTRACT. INSPECTIONS REQUIRED: AS PER THE LAWS AND REGULATIONS OF THE LOCAL AND/OR STATE AGENCIES HAVING JURISDICTION AT THE PROJECT SITE. INSPECTION AGENCY: APPROVED BY THE LOCAL AND/OR STATE AGENCIES HAVING JURISDICTION AT THE PROJECT SITE. CERTIFICATES: SUBMIT ALL REQUIRED INSPECTION CERTIFICATES. 15. SINGLE -CONDUCTOR: 98% CONDUCTIVITY, ANNEALED, UNCOATED COPPER CONDUCTORS WITH 600-VOLT RATED TYPE "THHN/THWN" INSULATION. 16. ALL HANGERS, SUPPORTS, FASTENERS AND HARDWARE SHALL BE ZINC -COATED OR OF EQUIVALENT CORROSION RESISTANCE BY TREATMENT OR INHERENT PROPERTY, AND SHALL BE A MANUFACTURED PRODUCT DESIGNED FOR THE APPLICATION. PRODUCTS FOR OUTDOOR USE SHALL BE HOT DIP GALVANIZED. HANGERS, STRAPS, RISER SUPPORTS, CLAMPS, U-CHANNEL, THREADED RODS, ETC. AS INDICATED OR REQUIRED. 17. WIRE TAGS SHALL BE VINYL -CLOTH SELF-ADHESIVE WRAPAROUND TYPE INDICATING APPROPRIATE CIRCUIT NUMBER, ETC. 18. INSTALL ELECTRICAL SYSTEMS, MATERIALS AND EQUIPMENT LEVEL AND PLUMB, AND PARALLEL AND PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS, WHERE INSTALLED EXPOSED. 19. AT COMPLETION OF PROJECT, ACCURATELY COMPLETE EACH PANELBOARD CIRCUIT DIRECTORY CARD, IDENTIFYING LOAD SERVED OR "SPARE" OR "SPACE" FOR EACH CIRCUIT POLE. WHEN MODIFYING, ADDING R DELETING CIRCUITS AT AN EXISTING PANELBOARD, UPDATE THE EXISTING (OR PROVIDE NEW) CIRCUIT DIRECTORY CARD TO ACCURATELY REFLECT FINAL CONDITIONS. 20. ALL ELECTRICAL CONDUITS & DISTRIBUTION BOXES SHALL BE INSTALLED AS REQUIRED PER CON EDISON FINAL DESIGN. 21. CONTRACTOR TO WIRE REQUIRED POWER TO FLAG POLE LIGHTS FROM SPRINTS POWER PANEL. MAGNETIC WARNING TAPE TOP SOIL AND SEED 4 ° a CLEAN BACKFILL NO LARGER STONES THAN 3/4" TRENCH DETAIL TRENCH DETAIL ASPHALT ROAD 6 U G UTILITY SECTIONS E-1 SCALE: NTS `- SAND 4" PVC FOR TELCO W/DRAG LINE (TYP OF 2, 1 SPARE) -DUCT SPACER ELECTRICAL DESIGN SHOWN IS PRELIMINARY. FINAL DESIGN WILL BE SHOWN UPON RECEIPT OF COMMENTS FROM UTILITY COMPANY. SPECIAL NOTES 1. FINAL GAS LINE SIZE AND GAS METER LOCATION TO BE DETERMINED BY CON-EDISON. 2. 12" CLEARANCE MUST BE MAINTAINED BETWEEN THE GAS AND ELECTRIC LINES. 3. PROVIDE GENERATOR BACK UP FOR ANY MAIN MUX IN HALLWAY. UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED hrZ PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A �r VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED< SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. r 0 1 2 3 ORIGINAL. SIZE IN INCHES • PLANNING • ENGINEERING SURVEYING • CONSMU077ON MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPLICANT: f _ ]�!A� IN CONJUNCTION WITH: to a vermol!%l"%55 (SITE 2002015980 - LINCOLN AVENUE) - singular WIRELESS (SITE N-G21) (SITE NY-09-264) PROJECT NUMBER DRAWNBY 3722.1826 711 RMB DAT IF 1SSUF - 3/10/06 FOR REVIEW 1 3/22/06 FOR PERMIT 2 5/26/06 PER CON ED COMMENTS 3 5/30/06 PER COMMENTS 4 6/1 /06 PER CON ED SITE MTG 5 9/13/06 PER COMMENTS APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: �T aim NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 a A 1 E-1 a EXIST. UTILITY POLE ON KING STREET (POLE #NYT108) — 1 NEW 45' CLASS 2 YELLOW PINE PROPERTY LINE POLE BY CONTRACTOR (SEE NOTE #9, BELOW) 2" RGS CONDUIT RISER (MIN. 10 FEET ABOVE GROUND) SCALE: 3/8" = 1'—O" (3) URD 15KV RATED PRIMARY CABLES TO CONFORM TO CON-ED SPEC EO-17. (EPR 2/0 COPPER OR 1/0 ALUMINUM W/CONCENTRIC NEUTRAL 2/0 BARE GROUND OR #2 BARE GROUND (UNDERGROUND) (SEE NOTE #7, BELOW) NEW 300KVA CON—ED XFMR (REFER TO CON—EDISON FINAL LAYOUT & NOTE #8, BELOW) _// ass w NOTES: 1. GROUNDING AND INSTALLATION PER NEC AND LOCAL CODES. ALL INSTALLATION SHALL BE AS PER UTILITY COMPANY GUIDELINES AND RELEVANT SPECIFICATION. 2. SEE RELEVANT PLAN FOR GENERAL ROUTING OF ALL CONDUITS. DETERMINE EXACT ROUTINGS IN FIELD. 3. ALL OUTDOOR ELECTRICAL ENCLOSURES TO BE MINIMUM NEMA 3R RATED. ALL COVERPLATES SHALL BE WEATHERPROOF. 4. ACCESS CLEARANCE FOR ANY ELECTRICAL EQUIPMENT SHALL BE MIN. 3'-0". 5.CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS/APPROVALS FROM THE STATUTORY AUTHORITIES FOR THE NEW INSTALLATION BEFORE COMMENCEMENT OF WORK. 6. CONTRACTOR TO PROVIDE ALL LABOR AND MATERIAL TO INSTALL THE FOLLOWING; — PAD MOUNTED TRANSFORMER AS PER EO-121-8, EO-13827—A & EO-12482. — NEW P/L POLE 45' CLASS 2. YELLOW PINE. EO-13306—B. — INSTALL 4" PRIMARY CONDUIT (24" MIN COVER) FROM PA POLE TO PAD MOUNTED TRANSFORMER. — PAD AS PER CON—EDISON SPEC #EO-13775—B. — ALL SERVICE EQUIPMENT AND CABLES AS PER CODE. — UNDERWRITER CERTIFICATE IS REQUIRED. 7. URD 15KV RATED PRIMARY CABLES TO CONFORM TO CON—ED SPEC EO-17. (EPR 2/0 COPPER OR 1/0 ALUMINUM W/CONCENTRIC NEUTRAL 2/0 BARE GROUND OR #2 BARE GROUND, PER CABLES SPECS EO-7555 OR EO-7238—AEJ AS SHOWN ON TABLE 11, PAGE 18 OF SPEC EO-17) & LUGS ARE REQUIRED ON ENDS OF SECONDARY CABLES IN THE PAD MOUNTED TRANSFORMER END. MUST BE FERRIS SHAWMUT AMP TRAP CATALOG # CP500—C3T1 (NO SUBSTITUTIONS). NEUTRAL LUGS SHALL BE BURNDY YA 34-2N. 9. PROPERTY LINE POLE TO BE INSTALLED & ANCHORED PER CON—ED SPEC 13306—B AND EO-5218 f (4) SETS OF (4) 350 KCMIL THHN & (1) #3/0 AWG THHW GND. IN (4) 4" CONDUIT (UNDERGROUND) METERING EQUIPMENT TO BE M M M M M CUTLER —HAMMER U—H4213CCCCH OR M APPROVED CON—EDISON EQUAL BY SITE CONTRACTOR (HORIZONTAL LAYOUT) (BY CONTRACTOR) (3) 3/0 THHN IN 2" CONDUIT (BY CONTRACTOR) GROUND EACH PER NEC 40 4 41 40 10 INCOMING POWER DISCONNECTS LOCATED IN GENERATOR ROOM(INCLUDED zooA ) 100A ) 200A ) 200A 200A ) zaoA W/SHELTER) ` (3) 3/0 THHN & (1) #4 THHN GND IN 2" CONDUIT (INCLUDED W/SHELTER) 4 (4) INTEGRATED LOAD CENTERS THE ATS IS OPEN T—MOBILE SPRINT NEXTEL CINGULAR VERIzoN VILLAGE INCLUDES 200A, 42 CKT BREAKER TRANSITION PANEL PANEL PANEL PANEL PANEL PANEL PANEL, EMERGENCY AND NORMAL "BREAK —BEFORE —MAKE" 42 CKT 42 CKT 42 CKT 42 CKT 42 CKT 24 CKT POWER 200A MCBS, ATS, AND SURGE SUPPRESSOR, BY INTERSECT (INCLUDED W/SHELTER) VILLAGE 100A PANEL GENERATOR NATURAL GAS 255 KW KATOLIGHT N255FGX4 100A 200A 200A 200A 200A (INCLUDED W/SHELTER) NG GENERATOR o) a) a) o) GEN. / a) (PROVIDED BY BLDG MANUFACTURER) SET 120/240V r ONE--L.INE DIAGRAM E-2 SCALE: N.T.S. JVER UMED LOCATION OF NEW GAS R (FINAL LOCATION OF GAS METER E DETERMINED BY CON—EDISON) i'INVINI i SPECIAL NOTES 1. FINAL GAS LINE SIZE AND GAS METER LOCATION TO BE DETERMINED BY CON—EDISON. 2. 12" CLEARANCE MUST BE MAINTAINED BETWEEN THE GAS AND ELECTRIC LINES. 3. PROVIDE GENERATOR BACK UP FOR ANY MAIN MUX IN HALLWAY. UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF, THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 ORIGINAL SIZE IN INCHES III IIYYiI PI.ANN'NG + ENGINEERING R&OWU • SURVEYING CONSTRUCTION MANAGEMENT TECrON10 Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPLICANT: NEX IN CONJUNCTION WITH: (SITE 2002015980 — LINCOLN AVENUE) cingular WIFELESS (SITE N—G21) COMMUNICATIONS INC t• •4 • !► e � II — 3/10/06 1 FOR REVIEW 1 3/22/06 FOR PERMIT 2 5/26/06 PER CON ED COMMENTS 3 5/30/06 PER COMMENTS 4 6/1/06 PER CON ED SITE MTG 5 9/13/06 PER COMMENTS CONSTRUCTION DATE: LEASING DATE: RE DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • • PURCHASE , 938 KING STREET RYE BROOK, NY 10571 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 ELECTRICAL PLA s DETAILS GENERAL NEXTEL ELECTRICAL NOTES 11 NEXTEL ROOM 5'FiZTEAKER PANEL it MAN «' - i,r .• v KEY LOW,NO MMWw .e j`�,♦♦ir �1��.�I���ilr��®;7���I�i a ♦ r � ♦ it ♦..r r�r, s MILL ♦ ;. r � '. ��®������� ►Ora. '_ �.: Y i r.r r :«-<- • ♦ i =r ♦•r rn it ♦- ►� r ♦•► I • ♦ �► r r _ - Y • ar r , r ,_. III ���,®� � •. !13y.�.au r . r -s (4) #6 AWG GROUND WIRES BACK TO MGB. INSTALLED BY CONSTRUCTION. LEAVE COIL OF GROUND WIRE ON TELCO BOARD FOR CONNECTION TO TELCO SURGE ARRESTOR. FINAL CONNECTION TO ARRESTOR MADE BY EBTS INSTALLATION TEAM. SEE NOTE #1 (BELOW) STANDARD 4'-O"x4'-O" TELCO BOARD SEE NOTE 9 (BELOW) PRIMARY T-1 RJ-48 JACK USING WHITE/BLUE & WHITE/ORANGE PAIRS SEE DETAIL 3/E-3 DRAIN WIRES FROM EACH T-1 PAIR CONNECTED TO GROUND STUD ON TELCO SURGE ARRESTOR --- FLAT 8-WIRE JUMPER TO RADIO EQUIPMENT FOR FUTURE USE PRIMARY T-1 (NOT CONNECTED SURGE ARRESTOR AT THIS TIME) SEE NOTE 7 (BELOW) --\ SCALE: NTS TELCO CABLE CONDUIT SEE NOTE 8 (BELOW) TO HALO GROUND 25 PAIR INDIVIDUALLY SHIELDED #22 CABLE, WITH DRAIN WIRE SECONDARY T-1 RJ-48 JACK USING WHITE/GREEN & WHITE/BROWN PAIRS HIGH -LOW TEMP ALARMS SEE NOTE 5 (BELOW) SPRINT ROOM 5REAKER PANEL SCHEDULE 51. I i rIS; 120240 URE. 3 ' r - .M- «c AMP. f � GROW A . - - ,, M r r r M., , « a :. L ��I��� � ii-- ♦ ra it •'�®�®� Til�i`-l� •�- -« r :«-.- ♦ ��) ., ff77207711 -�♦�� 116 r� .Ri ►..♦i i-1.1..= �I�I*[.�t..:�.�l...l'.�®�Y�®®�.. 97773, Y,i_.� 1.� •.-r11 i v �I�II�.�I....�il_.1 .,��_�_®iw�-- K' U L. 2-� r•s r :ram- r ♦ �r ♦-r s� er ��� ra �r ♦'�� r ♦ �: �r ♦•r c _ - .. ; NNINNIN ♦ /► LOCATED IN TELCO MUX/DEMARC CABINET LOCATED ON TELCO BOARD IN CELL ROOM TYPE 1900 ALARM J-BOX 0 0 � SEE DETAIL 12/G-2 & 111111111 jj GROUND ci 11 rt-� 1�NOTES 2 & 3 (BELOW) BLUE 1 n c ' b ®® BLUE . 11111111 M1 ! GRN1 WHT1 BLU1 RED1 WIRE (TYP) SECONDARY T-1 SURGE ARRESTOR AJB a QUAD RECEPTACLE QUAD TWIST LOCK 20A RECEPTACLES IN NEMA 1 ENCLOSURE, FOR TELCO BOARD. HUBBELL NOTES: CAT#HBL2310 OR EQUIV. 1. LEAVE 6-7 FEET OF WIRE FOR NEXTEL. 2. USE RED & GREEN PAIR FOR ALARM. 3. LEAVE YELLOW & BLACK FOR SPARES. 4. LABEL ALL WIRES. 5. CONTRACTOR TO PROTECT TEMP ALARMS FROM HVAC UNITS 6. DO NOT GROUND TO OUTLET COVERS.. 7. FAN OUT CABLE AS IT EXITS THE CONDUIT TO BOTH RJ-48 JACKS. WIRE PER 3/E-3. 8. FOUR PAIR EXTENDED DEMARK CABLE WILL SUPPORT TWO T-1 CIRCUITS. 9. TELCO BOARD IS 6'-0" AFF, LION. 10. RECEPTACLES LOCATED ON THE TELCO BOARD, OUTSIDE THE EQUIPMENT ROOM, MUST BE POWERED AFTER THE TRANSFER SWITCH. 12� TELCO BOARD ELEVATION SCALE: 3/4" = 1'-0" PRIMARY T-I LINE (FIRST SET OF RJ-48 JACKS AT EACH END) TELCO DEMARC SIDE CELL ROOM SIDE PIN WIRE COLOR/DESCRIPTION PIN WIRE COLOR/DESCRIPTION 1 BLUE 1 BLUE 2 WHITE/BLUE 2 WHITE/BLUE 3 3 4 ORANGE 4 1 ORANGE 5 WHITE/ORANGE 5 WHITE/ORANGE 6 6 7 NOT CONNECTED DRAIN WIRE FOR T/R PAIR 8 NOT CONNECTED DRAIN WIRE FOR TI/RI PAIR PAIR 1 ME SECONDARY T-I LINE (SECOND SET OF RJ-48 JACKS AT EACH END) TELCO DEMARC SIDE CELL ROOM SIDE PIN I WIRE COLOR/DESCRIPTION PIN WIRE COLOR/DESCRIPTION 1 GREEN 1 GREEN 2 WHITE/GREEN 2 WHITE/GREEN 3 3 4 BROWN 4 1 BROWN 5 1 WHITE/BROWN 5 WHITE/BROWN 6 6 7 NOT CONNECTED DRAIN WIRE FOR T/R PAIR 8 NOT CONNECTED DRAIN WIRE FOR TI/RI PAIR r WIRING DETAIL E-3 SCALE: 3/4" = 1'-O" ]PAIR 4 GRN2 WHT2 BLU2 RED2 O O 0 O 1 GRN3 WHT3 BLU3 RED3 O O O O _ VLT1 VLT2 VLT3 ` (POLYPHASER MOUNTING RACK) TO GROUND BAR ELONGATED SLOTS ALLOW MOVEMENT OVERSIZED WASHER WITHIN TWO AXIS F W/NUT (TYP) i 1 0 1 1 M I M 1 (BOTTOM VIEW OF POLYPHASER MOUNTING PLATE) r POLYPHASER DETAIL E-3 SCALE: 1 1/2 = 1,-O„ 1. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATION TESTS, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED, 3, ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES (U.L.) AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION. AND SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU. 4. CONTRACTOR TO COORDINATE WITH BUILDING OWNER FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR. 5. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 6. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL .HAVE AN INTERRUPTING RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.I.C. 7. METER SOCKETS AMPERES, VOLTAGE AND NUMBER OF PHASES SHALL BE NOTED AND SHALL BE MANUFACTURED BY SQUARE "D" COMPANY, SANGAMO OR APPROVED EQUAL. METER SOCKET SHALL BE APPROVED BY UTILITY COMPANY PRIOR TO INSTALLATION. 8. WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM WITH TYPE THHN INSULATION UNLESS SPECIFICALLY NOTED OTHERWISE. 9. ALL CONDUCTORS SHALL BE COPPER, 10. USE T-TAP CONNECTIONS ON ALL MULTI -CIRCUITS WITH COMMON NEUTRAL CONDUCTOR FOR LIGHTING FIXTURES. 11. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANEL BOARD, PULLBOX, J-BOX, SWITCH BOX, ETC., IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.) 12. CONDUIT: A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR. B. INTERMEDIATE METAL CONDUIT SHALL BE U.L. LABEL, FITTINGS SHALL BE THREADED ALUMINUM OR STEEL AND SHALL BE USED FOR ALL EXTERIOR RUNS. THREADLESS COUPLINGS AND CONNECTORS SHALL NOT BE USED. C. ELECTRICAL METALLIC TUBING (EMT) SHALL HAVE U.L. LABEL, FITTINGS SHALL BE NO SET SCREW OR CRIMP TYPE FITTINGS SHALL BE USED. GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. D. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR "SQUEEZE" TYPE, SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL SIZE GROUND WIRE. E. CONDUIT SHALL BE SIZED PER THE NEC AND AS SHOWN. F. CONDUIT RUNS MAY BE SURFACE MOUNTED IN CEILINGS OR WALLS UNLESS INDICATED OTHERWISE. CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGHT ANGLES TO CEILING, FLOOR OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH OWNER PRIOR TO INSTALLING. G. ALL CONDUIT ONLY (C.O.) RUNS SHALL HAVE A PULL WIRE OR ROPE. 13. COVERPLATES SHALL BE BRUSHED STAINLESS STEEL FOR ALL SWITCHES, RECEPTACLES, TELEPHONE AND BLANKED OUTLETS, AND SHALL HAVE ENGRAVED LETTERING WHERE INDICATED WEATHERPROOF RECEPTACLES SHALL HAVE SIERRA #WPD-8 LIFT COVERPLATES. 14. REFER TO MANUFACTURERS MANUAL FOR RECOMMENDED FUSE AND WIRE SIZES. 15. ALL FINAL CONNECTIONS TO THE EQUIPMENT ARE TO BE OF FLEXIBLE WEATHERPROOF CONDUIT TO MEET APPLICABLE CODES. 16. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 17, GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER AND ANNEALED #2, UNLESS OTHERWISE NOTED. 18. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO THE CONSTRUCTION MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. 19. PROVIDE CONSTRUCTION MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS. ALL PHENOLIC LABELS MUST BE PROVIDED TO NEXTEL'S CM. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH GAINING APPROVALS AND PAYING ALL FEES ASSESSED BY UTILITY COMPANY FOR ELECTRICAL SERVICE, 21. PROVIDE GFI PROTECTED RECEPTACLE ADJACENT TO HVAC UNIT FOR UNIT SERVICING. 22. CONTRACTOR TO PROVIDE PHENOLIC LABELS, WHITE ON BLACK FOR ALL ELECTRICAL EQUIPMENT. 23. THE CONTRACTOR IS TO MAKE CONNECTIONS TO DEVICES FOR THE AUTOMATIC CONTROL OF THE HVAC SYSTEM INCLUDING AUTOMATIC VALVES AND COMPONENTS WHICH ARE A PART OF THE AC PIPING SYSTEMS. SCHEDULE OF ELECTRICAL EQUIPMENT SYMBOL MFR MODEL # DESCRIPTION ELECTRICAL CONNECTION FOR RECTIFIERS - IN 1 1/2" CONDUIT J ROUTE (8)-#10 THHN CONDUCTORS AND (4)-#10 THHN 1 GROUND CONDUCTORS FROM POWER PANEL TO 8%8"x2" DEEP (60 CUBIC INCHES MINIMUM) JUNCTION BOX LOCATED ABOVE RECTIFIER RACK. FROM JUNCTION BOX PROVIDE 4 SETS (2)-#10 AND (1)-#10 CONDUCTORS WITH 14' OF SLACK FOR TERMINATION AT EACH RECTIFIER UNIT. ALL WIRING AT PANELBOARD, JUNCTION BOXES, AND ALL TERMINATIONS SHALL BE FORMED, MARKED AND TIE WRAPPED. CAP AND TERMINATE CONDUCTORS NOT BEING CONNECTED AT THIS TIME IN AN APPROVED MANNER, DO NOT LEAVE LIVE WIRES. CONTRACTOR SHALL VERIFY WITH NEXTEL FIELD REPRESENTATIVE AS TO THE CIRCUITS THAT ARE TO BE CONNECTED AT THE TIME OF CONSTRUCTION. ALL WIRES ARE TO BE STRANDED. UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW.° COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE� OF THE SIGNATURE AND AN ORIGINAL EMBOSSED F SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR.`' SHALL NOT BE CONSIDERED VALID COPIES. D 1 2 3_�' � ORIGINAL. SIZE IN INCHES 1 II y PLANNING �� ENGINEERING • SURVEYING • CONSTRUCTION MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPLICANT: RMB - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: PURCHASE BLINDBROOK 938 KING STREET RYE BROOK, 10573 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 NEXTEL ELECTRICAL, DETAILS & NOTES E-3 NOTES: 1) 24VDC CABINET INSTALLER SHALL MAKE ALL FINAL TERMINATIONS AT 24VDC CABINET 2) NOKIA INSTALLER SHALL MAKE ALL FINAL TERMINATIONS AT NOKIA BTS CABINET 3) 24VDC CABINET MANUFACTURER SHALL PROVIDE AND INSTALL BRIDGE KIT FROM 24VDC CABINET TO NOKIA BTS CABINET 4) 24VDC MANUFACTURER SHALL PROVIDE AND INSTALL DC POWER CABLES READY FOR FINAL TERMINATION BY NOKIA. DC DISTRIBUTION CABLES SHALL BE (2)-2/0 AWG FOR EACH BTS. A) ASSOCIATED CIRCUIT BREAKER FOR DC DISTRIBUTION CABLES SHALL BE LEFT OPEN AND PROVIDED W/A REMOVABLE LOCKING DEVICE OR TAG SO THAT THE BREAKER CAN NOT BE CLOSED, B) DC CABLES SHALL BE RHH/RHW AND CABLE TRAY (CT) RATED C) NOKIA INSTALLER TO PROVIDE DC DISTRIBUTION CABLES LUGS ON NOKIA END 5) 24VDC INSTALLER SHALL PROVIDE AND INSTALL TELCO CABLE(S) BELDEN PART #7919A COILED AND READY FOR FINAL TERMINATION BY NOKIA 6) 24VDC MANUFACTURER SHALL PROVIDE AND INSTALL CDS DATACOM ALARM CABLE PART #CO3610075 COILED AND READY FOR FINAL TERMINATION BY NOKIA 7) ALL CONDUCTORS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE W/NEC AND LOCAL CODES 8) SUFFICIENT SLACK SHALL BE PROVIDED TO PERMIT NOKIA INSTALLER TO TERMINATE ALL. CABLES [�J INCOMING T1 FROM EXISTING TELCO DEMARC TO METER BANK (N) 200A, 1 PH FUSIBLE DISCONNECT COIL AND TAPE SPARE T1 AND PULL WIRE---\ * AC SERVICE ENTRANCE PANEL SEE NOTES ABOVE Y.y�t.3 (1) 3/4> C (1)-3/4"C 6—PR #24UTP W/(2)#12 &#12 BELDEN #9566 ROUTE TO 24VDC GND CABINET W/T1 CABLES INSIDE (1) 3/4"C --.,,, C (1)-2" C FOR POWER TO 24VDC CABINET. (24)—#8 AND (2)—#14GND TRANSITION TO LMFC AT 24VDC CABINET. GC SHALL MAKE ALL FINAL TERMINATIONS AT CABINET ROUTE TVSS ALARM CABLE BELDEN #9566 TO 66—BLOCK INSIDE 24VDC CABINET--\ AL (1)-1 "C FOR BTS HETA CIRCUITS 6—#12 & 3—#12GND (1)-1" C FOR (2)KENTROX CAT5 T1 CABLES AND TVSS ALARM CABLE BELDEN #9566 --\ KENTROX DSUM #72765 24VDC RECTIFIERS (1)-3/4" C FOR ALPHA T1 (2) BELDON #7919A CAT 5 CABLES ALPHA BTS COIL CDS DATACOM ALARM CABLE #CO3610075 FOR TERMINATION BY NOKIA TO X9 PORT (1)-2"C TELCO WITH (5)—Tl+ONE SPARE T1 W/ PULL WIRE CINGULAR NEMA 3R TELCO ENCLOSURE 30"X30"X10" W/ 5/8" PLYWOOD BACKBOARD (5) ATLANTIC SCIENTIFIC TELCO SURGE ARRESTORS #90700 COIL AND TAPE SPARE ALPHA, BETA AND GAMMA BTS T1 BELDEN #7919A (1)-3/4" LMFC FOR ALPHA HETA CIRCUIT. (2)—#12 & (1)—#12GND-----_ NOTES: 1. UTILITIES TO BE ROUTED FROM EXTERIOR METER BANK/TELCO VAULT 2. FOR CIRCUITS AND RATINGS (SEE PANEL SCHEDULE) ELEC/TELCO/ALARM ONE --LINE DIAGRAM SCALE: N.T.S. CINGULAR ROOM 5mrv�_EAKER PANEL SCHEDULE: PHASE. I - 200 MAN CO AIF00 GROM SAM YES MY LOM NO • ru am : �t1111 •.♦ i ♦`®®�® ��l.R .r�.♦ �.F. rr'�' ♦�12 r� r ♦ , r r ; «-. _ ♦ �� ��jar ; �� rl�r t a• -:.!il'ua� r �I ��:r,� ♦ � ► I ♦ ♦... a► • • r :. - MIT �:����.I ♦ ' .ter • : r ITEM DESCRIPTION (1) 3/4" C W/KENTROX CAT5 TI CABLE #93050101 DB15F TO STUB. Q KENTROX CAT5 TI CABLE #93050111 DB15M TO STUB. VIA 3/4" C W/ITEM #1. (1) 1" C FOR ALPHA/BETA/GAMMA T1 CABLES (SIX BELDEN #7919A) lam/ RJ48 DATAJACK ALLEN TEL PRODUCTS #AT468-15. PROVIDED AND INSTALLED BY GC EXISTING 66 BLOCK WITHIN 24VDC CABINET (2)-2/0 DC POWER CABLES FOR APPHA BTS �7 (2)-2/0 DC POWER CABLES FOR BETA BTS (2)-2/0 DC POWER CABLES FOR GAMMA BTS 6"x6" NEMA 3R ENCLOSURE 6%6" NEMA 3R ENCLOSURE NMWALl OL 1 SCALE: N.T.S. (1)-3/4"C FOR GAMMA BTS T1 s (2) BELDEN #7919A CAT5 CABLE 4—PR #24SHD (1)-3/4"C FOR BETA BTS T1s (2) BELDEN #7919A CAT5 CABLE 4—PR #24SHD (1)-3/4" LMFC FOR BETA HETA CICUIT. (2)—#12 & (1)—#12 GND (1)-3/4" LMFC FOR GAMMA HETA CIRCUIT. (2)—#12 & (1)—#12 GND I� I • PLANNING ENGINEERING IN rim + SURVEYING • CONSTRUCTION MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com A PUCAN I IN CONJUNCTION WITH: aff - m wireless (SITE 2002015980 — LINCOLN AVENUE) cingular WIRELESS (SITE N—G21) — 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • a s PURCHASE • • STREET KING RYE BROOK, 10573 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 #2 AWG (TYP) CI N V V LAR ELECTRICAL, BETA BTS - GAMMA BTS DETAILS & NOTES UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES, 0 1 2 3 ORIGINAL SIZE IN INCHES TO X9 ALPHA ALARM PORT ly 0 w z� z� o� c> 0 0 co X n 1- l� 0 V) r�0d w a >-- 0- m 5d 0 -� _ CO n ry Q m _` z0 a. = z w wc0 X ow 0 NOTES: 1. S66M1--50 BLOCK W/8913 BRACKET TO TELCO BE SUPPLIED BY 24V MANUFACTURER 2. WIRE TO PROVIDE CONTINUITY WHEN CIRCUIT IS NORMAL. 3. INSTALL BRIDGING CLIPS (SIEMON-SA-1-25 OR EQUIVALENT) AS REQUIRED. 4. TURN BACK AND STORE UNUSED CONDUCTORS. DETAIL E-5 SCALE: N.T.S. 0 C 0 5� 1`� 2 4r---,- �j= 5 ` ✓ r� r^� 7 8`` 9 10� 11 =;�3 �® 12� c��� 71= � -�5.._ 6._, ' 17 18�` 19 20 ' �2._1 5 � -- 23_ ` 24' 5 2 27 .� �g 5 29 30' 31 32� 33 34 35 36 �r---,-1 37 38 C:7- o a 39 — 40" ©� 41 — L 42 —� o� 43 44 45 47 �48� 49� 091 0 C Q SbbM "I -�DU NA NA INA NA ��jNA NA RED BLK INTRUSION (PRE -WIRED IN 24V) (EAC #1, TEXT ID#1) RED GRN TEMP (PRE -WIRED IN 24V) (EAC #2, TEXT ID #2) WHT BLU TVSS (BY GC) (EAC #3, TEXT ID #21) 1 NA WHT ll ORG COMM POWER FAIL (BY GC) (EAC #5, TEXT ID #5) ORG YEL RECT 24V - MAJOR (PRE -WIRED IN 24V) (EAC #6, TEXT ID #6) BRN BLU RECT 24V - MINOR (PRE -WIRED IN 24V) (EAC #7, TEXT ID #7) VIO GRY DIST BREAKER PRE -WIRED IN 24V) (EAC #8, TEXT ID 8) NA i NA NA NA NA INTRUSION ALARMS JUMPER'D TOGETHER BY ARGUS AND ROUTED NA TO PINS 13,14 NA Lij .._i c� m POWER COMPARTMENT HIGH/LOW TEMP AND BATTERY COMPARTMENT HIGH/LOW TEMP ALARMS REAR PANEL, BATT AND POWER BAY INTRUSION ALARMS NOTE 3 TO RADIO CABINET (NOKIA/ERICSSON) PORT MARKED "PROTECTED" RJ48 (TYP) PLASTIC NOTCH A r r r•r r r iwr! r f 1 TO TELCO NIU T1-SURGE SUPPRESSOR ATLANTIC SCIENTIFIC NO. 90700 (SEE NOTE 2) NOTES: 1. MOUNT DIN RAIL TO TELCO BOARD 2. DIN RAIL HOLDS 1-4 UNITS 3. TVSS MAY BE ORIENTED TO SUIT SITE REQUIREMENTS 2 DETAIL E-5 SCALE: N.T.S. 22-24AWG SOLID (SEE NOTE) -COMM PWR /TVSS FAIL r-GENERATOR RUN NC w NC �z Q �I o 21 0 V_ 22-477 NOTES: 1. WIRE ALL CONTACTS TO PROVIDE CONTINUITY WHEN CIRCUIT IS NORMAL AND LOSS OF CONTINUITY WHEN CIRCUIT FAILS. 2. TERMINAL ASSIGNMENT ORDER ON MARCONI LABEL DOES NOT NECESSARILY REFLECT PHYSICAL ORDER OF 0 0 CONTACTS 3. CONDUCTOR SHALL HAVE CMG, CL3 OR PLTC 1 2 INSULATION. 4. TAPE AND STORE ANY SPARE CONDUCTORS. 0 0 ALARM CONTACTS TVSS COMMERCIAL GENERATOR 1 2 11-COM 11-COM 14-NO 14-NO 12-NC 12-NC MARCONI AC SVC ENTRANCE CABINET SEE NOTE ALARM TERMINAL BLOCK ASSIGNMENTS NOTES (MARCONI ONLY): 1. TVSS CONDUCTORS MOVED FROM LINE SIDE OF MAIN BREAKER TO LOAD SIDE OF TVSS BREAKER. 2. ALARM CONDUCTORS FROM 21 AND 22 ON 66-BLOCK (DETAIL 1022-NE). WIRE FROM CONTACT 2 ON TVSS TO N.O. CONTACT 14 OF COMMERCIAL POWER FAIL RELAY. 00 DIN RAIL ATLANTIC SCIENTIFIC 21607 VENDOR CDS DATACCM INC. 214-340--9199 ATLANTA CABLE SALES INC.(ACS) 800-241-9881 OUTDOOR DOUBLED ENDED P# C00411484-XXX P# 010717-1-XXX INDOOR DOUBLED ENDED P# C0041 1467-XXX P# 010716-1-XXX OUTDOOR SINGLE ENDED P# C00411483-XXX P# 010717-XXX INDOOR SINGLE ENDED P# C00411450-XXX P# 010716-XXX XXX = LENGTH IN FEET 1 WHT BLU 2 3 NC ORG WHT 4 WHT ORG 5 6 NC 7 NC n NC R TX "STRAIGHT THROUGH T CABLE R RX CONFIGURATION" CONNECTOR PIN ASSIGNMENT 18" GROUND PIGTAIL (GND Q BTS CABINET ONLY BY BTS VENDOR) NOTES: #6 AWG BONDED TO MGB OR 1. CABLE IS A NOKIA SPECIFIC DESIGN. WIRING IS UNIQUE AND SHALL BE GROUNDED USED FOR NOKIA ULTRASITE INSTALLATIONS ONLY. ENCLOSURE 2. SELECTED CABLE MUST BE FROM A VENDOR LISTED IN THE ABOVE TABLE (NO SUBSTITUTIONS ARE PERMITTED) 3. DOUBLE ENDED CABLES ARE STANDARD. SINGLE ENDED OPTIONAL TO MEET UNIQUE SITE REQUIREMENTS. 4, CABLE IS A STRAIGHT -THROUGH WITH IDENTICAL CONNECTOR PIN -OUT ON BOTH ENDS. 0 O o � o 0 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AC SERVICE ENTRANCE CABINET ALARM ASSIGNMENTS DETAIL E-5 SCALE: N.T.S. 5. CABLE END WITH 18" GROUND PIGTAIL SHALL BE INSTALLED AT NOKIA BTS. 6. ORDER LENGTH (XXX) AND TYPE (OUTDOOR, INDOOR) AS APPROPRIATE FOR SITE REQUIREMENTS T1 CABLE AND CONNECTOR PIN -OUT DETAIL 1022-NE NCNC NC NC 21 22 CTB EAST COAST AC SVC ENTRANCE CABINET ALARM TERMINAL BLOCK ASSIGNMENTS 2-24AWG SOLID 3EE NOTE 3 ABOVE) GENERATOR RUN TVSS FAIL UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. 1rr COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE \ OF THE SIGNATURE AND AN ORIGINAL EMBOSSED r SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF , THE PROFESSIONAL ENGINEER OR LAND SURVEYOR Ti SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 ORIGINAL SIZE IN INCHES • PLANNING • ENGINEERING • SURVEYING • CONSTRUCTION MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPLICANT: IN CONJUNCTION WITH: - wireless (SITE 2002015980 - LINCOLN AVENUE) - ! cngular WIRELESS (SITE N-G21) (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 RMB DATE ISSUE - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 FOR COMMENT APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: 0 NEXTEL_ OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 E-5 MAGNETICTHE D•!"ALARM IS WIRED NORMALLYOPEN. CONTACTS CLOSE*O DOOR CLOSURE. >i•!- IS OPENED, CONTACTSOPEN SENDINGAN ALARM. TECH-ON-SITEBYPASSES DOOR TECH -ON -SITE ALARM CONTACTS SHOWN IN NORMAL CONDITION (NO TECH -ON -SITE). WHEN TECH -ON -SITE SWITCH IS ACTIVATED, THE NORMALLY OPEN CONTACT CLOSES AND BYPASSES THE DOOR ALARM, AND THE NORMALLY CLOSED CONTACT OPENS AND PROVIDES TECH -ON -SITE ALARM. 1 DETAIL E_6 SCALE: N.T.S. HIGH TEMP. ALARM R RED THE HIGH TEMP. ALARM IS Q---- SET TO OPEN ON TEMP, BLK INCREASE. (OR RISE) SET POINT = 85• F LOW TEMP. ALARM R RED THE LOW TEMP. ALARM IS SET TO OPEN ON TEMP. BLK DECREASE. (OR FALL) SET POINT = 45• F HIGH TEMP & LOW TEMP ALARMS 3 DETAIL E-6 SCALE: N.T.S. THE SMOKE ALARM CONTACTS ARE NORMALLY CLOSED UNDER A "NO SMOKE" CONDITION. WHEN SMOKE IS DETECTED THESE CONTACTS OPEN SENDING AN ALARM, 4 DETAIL E-6 SCALE: N.T.S. HVAC FAIL ALARM WHEN HIGH PRESSURE OR LOW PRESSURE SWITCHES ACTIVATE THE LOCK OUT RELAY, THE ALARM CONTACTS WILL OPEN SENDING AN ALARM. LOW VOLTAGE STRIP HVAC FAIL ALARM WHEN HIGH PRESSURE OR LOW PRESSURE SWITCHES ACTIVATE THE LOCK OUT RELAY, THE ALARM CONTACTS WILL OPEN SENDING AN ALARM. HVAC #1 PINS 29,30 LV II Y -- t I'I`✓— VTRIP HVAC FAIL ALARM- CONSULT WITH HVAC MANUFACTURER FOR EXACT LAYOUT AND OPERATION 2 DETAIL E-6 SCALE: N.T.S. TVSS PANEL "A" FOR SURGE ARRESTOR ALARM, CONNECT TO COMMON AND NORMALLY CLOSED TERMINAL BLOCKS. NORMALLY CLOSED CONTACTS WILL BE CLOSED IN NORMAL POWER CONDITIONS. CONTACTS WILL OPEN IF TVSS PANEL "A" FAILS. TVSS FAIL •i r DETAIL E-6 SCALE: N.T.S. UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS AY VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE f NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALE NOT BE CONSIDERED VALID COPIES. 0 1 2 3 ORIGINAL SIZE IN INCHES I®® • PLANNING r � • ENGINEERING • SURVEYING • CONSTRUCTION MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Rood New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPLICANT: AWX IN CONJUNCTION WITH: wireless (SITE 2002015980 - LINCOLN AVENUE) - Xcingular WIRELESS (SITE N-G21) - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 FOR COMMENT • � Y' I► If OeeII��.. f L CONSTRUCTIONAPPROVALS DATE- - LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: 1826 PURCHASE sI BLINDBROOK • KING STREET BROOK,RYE 1 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 CINCULAR ALARM DETAILS 2 _ I 4 & m proy, oil `CIRCUIT DESCRIPTION CIRCUIT DESCRIPTION OEM e (Rectifier) WMI MUM IRMA Elm Em _ ♦ i M " ♦ ♦ I jI► ♦ ! , 1 ♦ ..♦� TOTAL + N► LOAD 5Y PHASE. PHASE . 11,852 TOTAL CONNECTED LOAD AMP6 I SCALE: NTS 1. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATION TESTS, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR ORTHERWISE REQUIRED. 3. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES (U.L.). MATERIALS SHALL MEET WITH APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION AND SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU. 4. CONTRACTOR TO COORDINATE WITH BUILDING OWNER FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR. 5. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 6. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AS INDICATED BY UTILITY COMPANY AND A MINIMUM OF 22,000 A.I.C. 7. METER SOCKET AMPERES, VOLTAGE, AND NUMBER OF PHASES SHALL BE AS NOTED AND SHALL BE MANUFACTURED BY SQUARE "D" COMPANY, SANGAMO, OR APPROVED EQUAL METER SOCKET SHALL BE APPROVED BY UTILITY COMPANY PRIOR TO INSTALLATION. 8. WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM WITH TYPE THWN INSULATION UNLESS SPECIFICALLY NOTED OTHERWISE. 9. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANELBOARD, PULLBOX, J-BOX, SWITCH BOX, ECT., IN COMPLINANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.) 10. CONDUIT: A. RIGID CONDUIT SHALL BE U.L.. LABEL GALVANIZED ZINC COATED WTH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR. B. ELECTRICAL METALLIC TUBING (EMT) SHALL HAVE U.L. LABEL, FITTINGS SHALL BE GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. NO SET SCREW OR CRIMP TYPE FITTINGS SHALL BE USED. C. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LABEL AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR "SQUEEZE" TYPE, SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET EN LENGTH SHALL HAVE FULL SIZE GROUND ORE. D. PVC CONDUIT AND FITTINGS SHALL HAVE U.L. LABEL AND SHALL BE PVC SCHEDULE 40. E. CONDUIT SHALL BE SIZED PER NEC OR ANY GOVERNING LOCAL CODE, AND AS SHOWN. F. CONDUIT RUNS MAY BE SURFACE MOUNTED IN CEILINGS OR WALLS UNLESS INDICATED OTHERWISE. CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGHT ANGLES TO CEILING, FLOOR OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH OWNER PRIOR TO INSTALLING.. G. ALL CONDUIT ONLY (C.O.) RUNS SHALL HAVE A PULL WIRE OR ROPE. 11. REFER TO MANUFACTURERS MANUAL FOR RECOMMENDED FUSE AND WIRE SIZES. 12. ALL FENAL CONNECTIONS TO THE EQUIPMENT ARE TO BE QF FLEXIBLE WEATHERPROOF CONDUIT TO MEET APPLICABLE CODES. 13. PROVIDE ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH, GAINING APPROVALS AND PAYING ALL FEES ASSESSED BY UTILITY COMPANY FOR ELECTRICAL SERVICE. 15. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED AND CODE APPROVED MATERIALS. 16. TELCO CONDUIT RUN IN/ON BUILDINGS SHALL BE 2" DIA. AND HAVE MINIMUM 12" RADIUS BENDS & ELBOWS. CONDUIT RUNS SHALL HAVE ONE 18"x18"x8" PULL BOX AT DEMARC LOCATION. TWO (2) PULL ROPES SHALL BE INSTALLED IN TELCO CONDUIT. 17. CONTRACTOR TO INSTALL BRASS TAGS ON THE COAX CABLE AT THE ANTENNA END & AT THE EQUIPMENT END. THE TAGS MUST INCLUDE SECTOR NO.# AND CABLE LENGTH. 18. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR ORTHERWSE REQUIRED. 1. CONTRACTOR SHALL COORDINATE TELCO SERVICE WITH LOCAL TELEPHONE COMPANY. TERMINATE TELCO CONDUIT FOR INTERFACE WITH LOCAL TELEPHONE SYSTEM. TELCO CONDUIT TO BE INSTALLED TO ACCOMMODATE THE FUTURE USE OF FIBER OPTIC CABLE. TELCO CONDUIT RUN IN/ON BUILDINGS SHALL BE 2" DIA. AND HAVE MINIMUM 12" RADIUS BENDS & ELBOWS. CONDUIT RUNS SHALL HAVE ONE 18"x18"x8" PULL BOX AFTER 270 DEGREES OF BEND NTH A MAXIMUM OF 360 DEGREES OF BEND PER RUN. STRAIGHT RUNS SHALL HAVE A PULL BOX AFTER EACH 75 FEET OF STRAIGHT RUN. CONDUITS RUN UNDERGROUND FROM SITE BOUNDARY (POLES, ETC.) TO TELCO BACKBOARDS OR DIRECT TO STS CABINET SHALL BE 2" DIA. SCHEDULE 80 PVC WITH MINIMUM 3 FOOT RADIUS SWEEPS AND ELBOWS AT BENDS. PULL ROPES SHALL BE INSTALLED IN ALL TELCO CONDUIT. 2. T-1 LINE: (2) 25-PAIR, (EACH PAIR INDIVIDUALLY SHIELDED), #22 AWG SOLID CORE TELEPHONE CABLE. INSTALL CABLE WITHOUT SPLICE. LEAVE 15'-0 OF SLACK CABLE AT EACH END. LABEL AS "T-1" AT EACH END AND AT ALL PULL BOXES. 3. CABLE #1 (GRAY JACKET) BELDON PART # 1624RF2VA1000 CABLE #2 (RED JACKET) BELDON PART # 1624RO02A1000 CABLE #3 (BLUE JACKET) BELDON PART # 1624RO06A1000 UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. ' f COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED J' SEAL OR ORIGINAL STAMP IN BLUE OR RED INK O� THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 4 v` 0 1 2 3�," ORIGINAL SIZE IN INCHES • PLANNING • ENGINEERING • SURVEYING • CONSTRUCTION MANAGEMENT TWON/C Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor. NY 12553 Phone: (845) 567-6656 Fox: (845) 567-8703 www.tectonicengineering.com APPLICANT: NEX91, IN CONJUNCTION WITH: -- vedzap wireless (SITE 2002015980 - LINCOLN AVENUE) --X CIn ular WIRELESS (SITE N-1321) (SITE NY-09-264) - 3f10j06 FOR REVIEW 1 5/22/06 FOR PERMIT Z 91 i3 J ac- Ft�:rz cc m mc-t r 5 CONSTRUCTION DATE: LEASING! m ZONING DATE: OWNER DATE: NETWORK ENG DATE: • i PURCHASE DiRO STREET938 KING RYE BROOK, 1057 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 T-MOBILE ELECTRICAL DETAILS & NOTES E-7 111 �iiir j ~E EAKER PANEL -SCHEDULE v �����«�� � [•2' • E• r -♦ � « -♦ •♦ a � r- • �« l �• �,- r .. « w .�... I � ,/! ai � • `! �� " /� � a/,� ;fir t ' �",.. WITT OEM OEM �E `'/�01 �wQ��E��r ■�.E FaRl ej .. • � • • : «-e - • � ;!�j .'IL• !: • 1� •.tyJ�.:. `• '`�°lL�,ir � . EI • • �r • . • :. .: _ . LIM zi EQUIPMENT ROOM Via lo/Bik Via Yt0 edI e SHUT bl DOU.N blk SMOKE wht DETECTOR w grn gm (2) VC-18 AW3 2� ... o tilk blk gm c1"1 via i !ll 2 At 3 vio Q a red LELI 6 blk `—'jU A bm wht grn 7 pj 10 A —1 blk Itu Q t1 bm } B wht 1 ! _ 12 rn 13 ,4 red 15 red 16 yet 1' 17 yei 1 18 om 19 om LEAD/LAG_CONTROLLER INNIZ1115110R >♦ SCALE: NTS 1a/Bik NOT USED ylo Red ed/ is SHUT blk DM � SMOKE wht 6 wht DETECTOR gm gm TO PANEL "A" CKT 16 NOTE: i. ALL ALARM WIRINGS SHALL BE 015 AWS STRANDED (MULTI -COLORED) INSULATED. NON -SHIELDED CA13LE 2. ALL ALARM WIRWCs FROM RIGHT SIDE OF TERMINAL BLOCKS WILL BE PROVIDED AND INSTALLED BY VERIZON WIRELESS 3. INSTALL (2) T 4 B TERMINAL BLOCK$ MGR3600810 ON TELEPHONE BACGROUND WIALL REQUIRED RAILS AND STOPS (OR EQUAL). 4, ALL CONTACTS FOR ALARM SHALL BE NORMALLY CLOSED. 5. TIE TO EXIST BUILDING ALARM SYSTEM, CONTRACTOR TO COORDINATE. LEGEND & SCHEDULE OF ELECTRICAL EQUIPMENT SYMBOL MANUFACTURER MODEL No __] DESCRIPTION HUBBELL 1201 WALL SWITCH, SPECIFICATION GRADE, GRAY. GFI HUBBELL GF5362GY 20A DUPLEX RECEPTACLE WITH GFI PROTECTION, SPECIFICATION GRADE IN WEATHER PROOF ENCLOSURE. t HUBBELL 5362GY 20A DUPLEX RECEPTACLE, SPECIFICATION GRADE, WHITE MOUNT 0 18" AFF HUBBELL 20A QUAD RECEPTACLE, SPECIFICATION GRADE, GRAY, MOUNT ON TELCO BOARD. TELEPHONE OUTLET NEAR TELEPHONE BOARD PROVIDE - - CONDUIT FROM TELEPHONE SERVICE TO TELCO BOARD. CONDUIT SIZE AS REQUIRED. INSTALL LINE AND COVERPLATE. /""`.� TYPE MC CONDUIT WITH THHN COPPER CONDUCTORS / _ _ AS REQUIRED BY CODE. _ EMT CONDUIT WITH THWN COPPER CONDUCTORS SIZED AS SHOWN. TWO PIECE MAGNETIC DOOR ALARM: RUN WIRE TO AA SONITROL 29A ALARM CABINET, LEAVE SUFFICIENT LENGTH TO REACH FLOOR FROM CABLE RACK. HIGH & LOW TEMPERATURE ALARMS: MOUNT ON WALL, DAYTON 2E 206 RUN SIGNAL WIRE FROM EACH DEVICE TO q ALARM CABINET, LEAVE SUFFICIENT LENGTH TO REACH FLOOR FROM CABLE RACK, MOUNT HIGH TEMPERATURE SENSOR. SMOKE DETECTOR WITH AUXILIARY CONTACTS 120V POWER � l�iA ESL 320CX CONNECTION. AUXILIARY CONTACTS SHALL BE WIRED TO ALARM CABINET FOR •ALARM PURPOSES. ONE DETECTOR SHALL ALSO SHUT DOWN HVAC UNIT. PHOTOELECTRIC DETECTION WITH 135'17 SENSOR. ALARM JUNCTION BOX: 6"x6" METAL ENCLOSURE SHALL BE PROVIDED AND EKI _ - INSTALLED BY CONTRACTOR. THE CONTRACTOR SHALL RUN (2 #22 CU) 1/2" C FROM JUNCTION BOX ABOVE CONTROLLER TO EACH OF THE FOLLOWING ITEMS UNLESS OTHERWISE NOTED. LEAVE SUFFICIENT LENGTH TO REACH FLOOR FROM CABLE RACK. SURGE ARRESTOR ALARM CONTACTS (5200—RS) MAGNETIC DOOR ALARM HIGH TEMPERATURE THERMOSTAT LOW TEMPERATURE THERMOSTAT SMOKE DETECTOR LOCATE AS DIRECTED IN THE FIELD. E LITHONIA HQMSWIG 120/277 N EXIT/EMERGENCY LIGHT WITH MAINTENANCE -FREE NICKEL LITHONIA M30-240-R5-5Z CADMIUM BATTERY AND 15W INCANDESCENT AC LAMPS. CEILING HUNG FLOURESCENT LIGHT FIXTURE (LOW PROFILE "--- _ WRAP AROUND) LANP: (2) F 32W-T-10-110 VOLT. s 5HUT AC I DOIIJtt Pur I I lack IRi I Yi I Y2 1 1WI irx1 IC I&* biu b� +— Door ContactNEUTRAL blk 1 3 wht 4 biu 1M"3 > (2) I/C- 018 AM blu I 2 3 4 5 6 A B T 8 b R hyl Y2 hw hr, wht4 U UNIT I THERMOSTAT red 8 } gm 10 r 2 AMP USER TELCO ALARM BLOCK RESET. No. DFSCRIMM DESxtim POW red �red FIRE CLIMATE CONTROL PANEL TERM. m10 C 1 — 18 AWG m 2 yHIGH TEMP CUMIATE CONTROL PANEL TERM. ESTC)R yet el 3 SECONi? HVAC RUNNING CLIMATE tX3M1ROL PANEL TERM. Hat I 4 1 4 FROM btu biu 4 INTRUSION N.C. DOOR CONTACTS. LA(2) I/C- 016 AWGx gm 4 SAR TBR CKT 38 Ell gm 5 SURGE SUPPRESSION SURGE ARRESTER TEM. 1 & 2 1 4 (2) 1/C- 00 AWES gray AG POUTER LOSS RELAY gray 7 LOSS COMMERCIAL POWER TIME MARK AC2608E RELKY SX10X6 BOX 7 LLR F 9m gm 11 48 Volt Power Plant By Others 240V RELAY 11 Major Alarm bik 12 S 7 wht 12 One Rectifier Failed By Others grey t3 grey ' 1 3 Relay Rack Fuse Alarm By others LLT 14 Power Plant Fuse Alarm By Others 14 TIME MARK AC2605 RELAY 15 High Voltage Power Plant By Mere 2 15 LLR 16 Low Voltage Power Plant By others LLT 16 17 I7 Very Low Voltage Power Plant By Others 2 SAR f0 1$ u g Antenna Tower Light Failure By Others 2 WIRE ALARM DEVICE E-8 SCALE: NTS LLR LEAD- LAG TIMER BYPASS INSIDEA 'Of CLIMATE CONTROL PANEL SCALE: NTS CARRIER TEWK4L JVREIZON WIRELESS GENERAL ELECTRICAL NOTES 1. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATION TESTS, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 3, ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT, MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES (U.L.) AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION. AND SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU. 4. CONTRACTOR TO COORDINATE WITH BUILDING OWNER FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO B£ PAID BY CONTRACTOR. 5. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 6. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.I.C. 7. METER SOCKETS AMPERES, VOLTAGE AND NUMBER OF PHASES SHALL BE NOTED AND SHALL BE MANUFACTURED BY SQUARE "D" COMPANY, SANGAMO OR APPROVED EQUAL. METER SOCKET SHALL BE APPROVED BY UTILITY COMPANY PRIOR TO INSTALLATION. 8. WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM WITH TYPE THHN INSULATION UNLESS SPECIFICALLY NOTED OTHERWISE. 9• ALL CONDUCTORS SHALL BE COPPER. 10. USE T-TAP CONNECTIONS ON ALL MULTI -CIRCUITS WITH COMMON NEUTRAL CONDUCTOR FOR LIGHTING FIXTURES. 11. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANEL BOARD, PULLBOX, J-BOX, SWITCH BOX, ETC., IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.) 12. CONDUIT: A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR. B. INTERMEDIATE METAL CONDUIT SHALL BE U.L. LABEL, FITTINGS SHALL BE THREADED ALUMINUM OR STEEL AND SHALL BE USED FOR ALL EXTERIOR RUNS. THREADLESS COUPLINGS AND CONNECTORS SHALL NOT BE USED. C. ELECTRICAL METALLIC TUBING (EMT) SHALL HAVE U.L. LABEL, FITTINGS SHALL BE NO SET SCREW OR CRIMP TYPE FITTINGS SHALL BE USED, GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. D. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR "SQUEEZE" TYPE, SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL SIZE GROUND WIRE. E. CONDUIT SHALL BE SIZED PER THE NEC AND AS SHOWN. F. CONDUIT RUNS MAY BE SURFACE MOUNTED IN CEILINGS OR WALLS UNLESS INDICATED OTHERWISE. CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGHT ANGLES TO CEILING, FLOOR OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH OWNER PRIOR TO INSTALLING. G. ALL CONDUIT ONLY (C.O.) RUNS SHALL HAVE A PULL WIRE OR ROPE. 13. COVERPLATES SHALL BE BRUSHED STAINLESS STEEL FOR ALL SWITCHES, RECEPTACLES, TELEPHONE AND BLANKED OUTLETS, AND SHALL HAVE ENGRAVED LETTERING WHERE INDICATED WEATHERPROOF RECEPTACLES SHALL HAVE SIERRA #WPD-8 LIFT COVERPLATES. 14. REFER TO MANUFACTURERS MANUAL FOR RECOMMENDED FUSE AND WIRE SIZES. 15. ALL FINAL CONNECTIONS TO THE EQUIPMENT ARE TO BE OF FLEXIBLE WEATHERPROOF CONDUIT TO MEET APPLICABLE CODES. 16. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 17. GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER AND ANNEALED #2, UNLESS OTHERWISE NOTED. 18. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO THE CONSTRUCTION MANAGER, CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. 19. PROVIDE CONSTRUCTION MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH GAINING APPROVALS AND PAYING ALL FEES ASSESSED BY UTILITY COMPANY FOR ELECTRICAL SERVICE. 21. JUNCTION AND PULL BOXES- JUNCTION OR PULL BOXES SHALL BE FURNISHED AND INSTALLED UNDER THIS SECTION OF SPECIFICATIONS WHERE INDICATED ON THE DRAWINGS. WHEREVER ELSE SUCH A BOX MAYBE DEEMED NECESSARY TO FACILITATE THE PULLING OR SPLICING OF WIRES OR CABLES. 22. EACH FEEDER PASSING THROUGH A PULL BOX SHALL BE TAGGED WITH TAG OF FIREPROOF MATERIAL, OR DESIGNATED IN ANOTHER APPROVED MANNER. 23. GENERALLY, JUNCTION BOXES AND PULL BOX SHALL NOT BE EXPOSED IN FINISHED SPACES WHERE NECESSARY, REROUTE CONDUITS OR MAKE OTHER ARRANGEMENTS TO MEET A PPROVAL OF ENGINEER. 2nd HVAC High Run►iing Temp Alarm Alarm I6 i7 Is la TBR CLOSE ON RISE LEGEND FERATURE BYPASS RELAY �r. -LEAD LAG TIMER LLR - LEAD LAGS RELAY SAR - SMOKE SHUT DOM RELAY LUIL - LEAD UNIT LIGHT f TELCO NOTES CONTRACTOR TO INSTALL {2)-25PR INDIVIDUALLY SHIELDED BELDAN 24 GAGE WIRE FROM MUX (IN HALLWAY) TO TELCO BACKBOARD (IN ROOM). CONTRACTOR TO ALSO INSTALL A 6-PAIR CAT 5 FOR POTS. UNAUTHORIZED ALTERATION OR ADDITIONS TO A -- DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A E �� VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED, ar SEAL OR ORIGINAL STAMP IN BLUE OR RED INK 0 5t THE PROFESSIONAL ENGINEER OR LAND SURVEYOR �f ' SHALL NOT BE CONSIDERED VALID COPIES. ` 0 1 2 3 1771 ORIGINAL. SIZE IN INCHES • PLANNING ENGINEERING * SURVEYING • CONSTRUCTION MANAGEMENT TECTON10 Engineering & Surveying Consultants P.C. 955 Little Britain Rood New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com i)ATF ISSt IF - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 FOR COMMENT APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: 1] PURCHASE BLINDBROOK 938 KING STREET RYE BROOK, NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 VERIZON WIRELESS ELECTRICAL DETAILS & NOTES EQUIPMENT BUILDING WILL PROVIDE A 60HZ, 255KW/255KVA STANDBY NATURAL GAS GENERATOR BY KATOLIGHT CORP. MODEL N255FGX4, 120/240, 1PH, 1000AMP MCB. THIS SHEET FOR REFERENCE ONLY. .... ....... 130 ri---�ELEVATION V—E-9 7 SCALE: NTS 48 r ---,\ELEVATION 2 SCALE: NTS win= CORPORATE OFFICE: Practical Solutions, Exceptional Service Mountainville, NY (800) 829-6531 TECTONIC Engineering & Surveying Consultants P.C. (845) 667-6656 FAX: (845) 567-8703 955 Little Britain Road www.tectonicengineering.com New Windsor, NY 12653 Bronx/Westchester Energy Services 511 Theodore Fremd Avenue Rye, NY 10580 ATTN: LUCIO GALA (914) 925-6433 September 13, 2006 RE: NEW GAS SERVICE NEXTEL COMMUNICATIONS CELL SITE: RYE BROOK (NY1826) WO# 3722.1826 938 KING STREET RYE BROOK, NY 10673 Dear Mr. Gaia: Tectonic Engineering & Surveying Consultants, P.0 is acting on behalf of Nextel Communications and providing design services for a generator installation as backup for their new equipment building at the above mentioned site. Nextel is installing a 255kW natural gas Katolight generator, model N255FGX4. At full load, the generator will require 2976 CFH. The natural gas fuel supply pressure is 5-20 inches H2O. There is no existing gas service in the building, however there is an existing gas line located nearby on the property as per the attached drawings. Please provide the Con Edison requirements for this installation. If there is any additional information, or questions regarding this installation, please contact me at (845) 567-6656. Sincerely, TECTONIC ENGINEERING & SURVEYING CONSULTANTS, P.C. Tammy Sr. Project Manager PA3722- GD13722-1826 (Purchase Blindbrook)13722-1826 (Purchase Blindbrook)-LettersM-3722-1826-gas letter- 09-13-06.doe PLANNING * ENGINEERING * CONSTRUCTION AND PROGRAM MANAGEMENT An Equal Opportunity Employer r --,\LOAD LETTER 3 E-9 / SCALE: NTS UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OFN�,`, THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 ORIGINAL SIZE IN INCHES V PLANNING SURVEYING TE C T • ENGINEERING • CONSTRUCTION MANAGEMENT I TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Rood New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPUCANT: IN CONJUNCTION WITH: - Verkop wireless (SITE 2002015980 - LINCOLN AVENUE) -Xcingular WIRELESS (SITE N—G21) RMB ISSUE — 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 9/13/06 FOR COMMENT In I "Iroms F.'Trmi� CONSTRUCTION DATE: LEASING DATE: RF DATE:- ... ZONING DATE: . . .... - OWNER DATE: NETWORK ENG DATE., NY- 1826 PURCHASE BLINDBROOK 938 KING STREET RYE BROOK, NY 10573 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 ra m CONCRETE PIPE (SEE DETAIL 2/C-6) U/G TRENCH (SEE DETAIL 12/C-4) SCALE: 1/2" = 1'-0- SLOPE FIN GRi TO PAD (1: 12 T- 12'-6" 12'-9" � 12'-7" IL ----------------------- ------------------- ----------------- az�r - ----------------- fXNA ----- -------- L:1 -------- ---------- -- - - - - - - - - - - - - - - - - - - - - - ---------------- ---- --------------- 1.4 i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - it it - - - - - - - - - - - - - - --- 0) I ------------------- G) \F-lr -- -------- 10 1z G) i i It 0) T ft 2 F-1 ------------------ - -------------------- ------------------- ---------- ------- F/SHELTER AIIA I I SECTION (DOOR PAD) SCALE: 1/2" = 1'-0" 1/2" JOINT FILLER Sm BEARING PLATE SECTION SCALE: 1/2" = 1'-0" 10" X 10" X 1" Plate B F001ING SECTION F-1 / SCALE: 1/2" = 1'-0" a (i- (i- # 3 TIES 0 10" FINISHED GRADE (ELEV = 251'-0") -r r---------- 1 ---------- U/G TRENCH (SEE DETAIL 12/C-4)-/ !A] 4 10" x 10" x 1" PLATE (SEE PLAN 4/17-1) 4 4 4 4 4 4 3" Clear 5'-6" x 5'-6" A FOOTING SECTION SCALE: 1/2" = 1'-0" 7'-6- an rq-SECTION F-1 / SCALE: 1/2" = 1'-0" 4 #5 EW IMR�NA WA Ties 0 10" q Pier I 51-6. am --3 SECTION SCALE: 1/2" = 1'-0" 5'-Op'x5'-O" CONIC DOOR PAD (SEE SECTION 7/F-1) FOUNDATION DESIGN BASED ON 1800 PSI SOIL. CONTRACTOR TO VERIFY FINAL DESIGN DETAILS PRIOR TO ANY FRAMING. UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 ORIGINAL SIZE IN INCHES PLANNING ENGINSMING SURVEVNG TECTONIC, CONSMUCTION i MANAGEMENT MMV Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fox: (845) 567-8703 I www.tectonicengineering.00m # 3 Ties 0 10" APPLICANT: - P=w;- Pier NmE Af, IN CONJUNCTION WITH: to In - VeNIZ.Op wireless (SITE 2002015980 — LINCOLN AVENUE) cingular WIRELESS (SITE N—G21) 7'7. 777 7> (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 11 im nATF IqqI IF - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 12/19/06 REVISED FOOTINGS KLLtAtiLL) tIT DATE APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG- DATE:- NY- 1826 PURCHASE BLINDBROOK 938 KING STREET RYE BROOK, NY 10573 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 OVERALL FOUNDATION PLAN & DETAILS F-1 BORING HOLE NO. B-1 _L L LL�L__LLL -LL L-L.L L _ L.. L L_ L-._ L_ L_ L_ L. L L L_ L_ L I I_ L_ I L_ L L__ L___ L L L L_ _.L...LL_LLLLL_L_L.L.� . _L._LLL._LLL_L_�__L._L_L_..LL_. _. . L_. L.I__.- L L.._ I_ L_ L L_ L_. LA- L_ L- L .. _1 _L_LL_L_I-LLL_LL _I_.L_L.__L_I_-L_�_ L L_ L L_ L_ L_ L_ L_ L_ L.__ L_- L L L_ L. LL_ L L_ l L._. L._. L L_ L_ I- L L L_ � -- L_ ._LL__LL._ L_LLLL_LLL_L__I__L__.LL _.L�L_t_L_L,I LLL_L_LL_L_� __L,L L_ L__. L _ L L_ I.__.. L- L L_ L L L L_ L L L L L L_ L__ L_ L L_ L_ L L L_ L_ L.._ L_ I._ L__ L. L L L_ L_LL_LL;__L _L_.I.-I_.LL_L_L._L__L_L_L_L .L_LL.._LI_LLL._LLLLL_LLLL._L.L L L_ L L_:. L..1__ L_ L._. L L_ L L L_ L_ L-._ L_. L L_ L L_ L_ L-._ L __ L L_ L_ L_'_. L__ L L L. L__ L L_ L._ L_ L.- LL�LL_L--( L_.L._LL_LL_LLLLL_L.._L._L_f _L.,_LL L I L I_. L _ I .__. L ? .... L_.. L L__. L L_. L. L _ L L_ L__ I_. LI- L.., L _ L. L_ L_ L L_ ._. L_ L_ L L. L_ L._ L._ L L_ L_. L I_ I..._ I.- L__ L_ L_ I__ L_ L_ L, L I- I_. I_.__ L_ L_ BORING LOCATIN PLAN SCALE: 1 " = 1'-0" HOLE No. B - x. SUR P . ELEV . _ PROJECT Rye Brook Cell Tower LOCATION rt a - 8raak, New York CE-04-010 CT XBNT EBX Consulting, Inc. DATB- STARTED 04/09/2004 COMPLETED 04/09/2004 o 6 GLOWS ON SAMPLE c� DtiPTiI (F! ETj g €k�i . 6A2 12-18 18.24 N a.8 0 r DESCRIPTION& CLASSIFICATION WATER r`ABLE&.REMARKS ri si 0 9-1 4 6 6 5 12 .. Topsoil, Drillers noted 31 Brown SILT and SAND, Mace fill. S-2 4 5 5 6 20 gravel, trace roots (moist:, firm) grades to little Gravel 4 - (loose) S-3 44 6 7 7 1.3 (firm) _ _ __ _ _ . ._._._ _ ._ 6 Brown SILT and SAND, little � S-4'} Possible FILL S-4 1.4 1S 12 22 2'7 - - Gravel (Taoist, firm) S S 5 28 19 13 10 32 _ ,4n► 8 Grayish. brown. SAND and GRAVEL, S-5j angular to ,0.10 trace to little Silt subrounded gravel (moist, :compaact:) sample was not recovered. Drillers noted .granite boulders difficult to auger at 16. 5 feet. . � �. �... - . ._v..._ .. �._ _. _._ ? .aI Ref.: Split: spoon sample refusal Drillers note: Sample was'not recovered. Saprolite Bedrock at ablaut 16.5 feet. stunl: 19.5-24.5 Recv'verycc 0% RQD= 0% 24.5 i4_ coring ;;taring terminated at: 24.7 feet- lAfter drillers attempt to, drive spoon down. Free standing water. was not encountered' upon the test boring completion. However, of ter" caring water at 3.2 feet.. 32 _. 9=riSU TBLR OF BLOWS TO DRIVE 2 'r SPOON 1:2 W'WITE 140 lb T. FALLING 30 " PER BLOW 1 OGGED BY Parvix <Aicbari SHEET 1, OF I 1. . KEY TO SYMBOLS 1 Symbol. Description" Strata symbols Topsoil 1 d+iJ JJJd dddd y Fill. { U�f Silt & Sand, with Gravel. O*n SAND and GRAVEL Weathered }} Soil sayn lgrs 1 StandardPenetration test Rack core BUILDING FOUNDATION NOTES 1. FOUNDATION SURFACE SHALL BE LEVEL TO WITHIN 1/8"t PER 10 LINEAL FEET IN ANY DIRECTION, 2. FOUNDATION SHALL BE SQUARE TO WITHIN 1/4"t. 3. TIE DOWN PLATES, IF USED, MUST BE ENTIRELY ABOVE GRADE. It"ORING APPROXIMATE BORING LOCATION Notes::. 1.. The subsurface logs form a part of the.geotechnical report and should not. (I be sepera:ted from the report t2. Exploratory ' P xY Test s Borings were performed using a 4 inch fight: pcaw'et` =:auger. 1 3 The test boring locations were staked in the field by Empire Gea%SJB Services. 4. These logs are subject to the limitations, conclusions, and recommendations in this report. (� 5. The subsurface logs should not be used as the sole means of estimating. material quantities, including fill, topsoil and/car organic subsoils, for bidding purposes. Discussions presented in this report regarding the subsurface conditions may aid in estimating quantities. The contractor is ultimately responsible for performing any additional site observations/ explorations to aid in bidding. TABLE i VOTES 1. SOIL BORING LOCATION BASED ON A PLAN PROVIDED BY SJB SERVICES, INC. 4/09/04. 2, STRUCTUAL FILL SHOULD CONSIST OF A CRUSHED STONE OR SAND AND GRAVEL PRODUCT FREE OF CLAY, ORGANICS, AND FRIABLE OR DELETERIOUS PARTICLES. AS A MINIMUM, THE CRUSHED STONE, SAND AND GRAVEL SHOULD MEET THE REQUIRENMENT OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, ITEM 304.11M. 304.12M, OR 304.14M WITH THE FOLLOWING GRADATION REQUIRENMENTS. SIEVE SIZE PERCENT FINER BY WEIGHT 3 INCH 100 2 INCH 90-100 1 /4 INCH 30-65 NO.40 S-40 NO.200 0-10 3. ANY MATERIAL THAT COMPLIES WITH NEW YORK STATE DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, ITEM 304.11M, 304.12M AND 304.14M ARE ACCEPTABLE SUBBASE MATERIAL. 4. ANY MATERIAL THAT COMPLIES WITH NEW YORK STATE DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, ITEM 304.11M, 304.12M AND 304.14M, WITH THE EXCEPTION THAT MORE THAN 7% BY WEIGHT SHOULD PASS THE NO. 200 SIEVE, ARE ACCEPTABLE SELECT STRUCTUAL FILL MATERIAL. 5. THE PIPE BEDDING MATERIAL SHOULD BE COMPRISED OF A GRADED MIXTURE OF GRAVEL, CRUSHED STONE OR SLAG, MEETING THE SIZE DESIGNATION REQUIRENMENTS FOR NO. 1 OR NO.1A COARSE AGGREGATE AS STIPULATED IN TABLE 703-04 OF THE NEW YORK STATE DEPARTMENT FO TRANSPORTATION (NYSDOT) STANDARD SPECIFICATION FOR CONSTRUCTION AND MATERIALS. 6. SUITABLE SOIL MATERIAL, CLASSIFIED AS GW, GP, GM, SW, SP AND SM SOILS USING THE UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487) AND HAVING NO MORE THAN 90 PERCENT BY WEIGHT MATERIAL PASSING NO. 4 SIEVE, NO MORE THAN 40 PERCENT BY WEIGHT MATERIAL PASSING NO. 200 SIEVE AND WHICH IS GENERALLY FREE OF PARTICLES GREATER THAN 6 INCHES, WILL BE ACCEPTABLE AS SUITABLE GRANULAR FILL. IT SHOULD ALSO BE FREE OF TOPSOIL, ASPHALT, CONCRETE RUBBLE, WOOD, DERBIES, CLAY AND OTHER DELETERIOUS MATERIALS. BENEATH THE SLAB -ON -GRADE AND PAVEMENT CONSTRUCTION. 7. ALL CONTROLLED FILL PLACED BENEATH FOUNDATIONS AND SLAB -ON -GRADE CONSTRUCTION AND BENEATH UTILITIES AND PAVEMENTS SHOULD BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS MEASURED BY THE MODIFIED PROCTOR TEST (ASTM D1557) THE FILL PLACED IN NON -LOADED AREAS SUCH AS GRASS AREAS, CAN BE COMPACTED TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D1557) PLACEMENT OF FILL SHOULD NOT EXCEED A MAXIMUM LOOSE LIFT OF 6 TO 9 INCHES WITH THE EXCEPTION OF SUBBASE COURSES BENEATH THE SLAB -ON -GRADE AND PAVEMENT CONSTRUCTION, WHICH CAN BE PLACED IN SINGLE LIFT NOT EXCEEDING 12 INCHES. THE LOOSE LIFT THICKNESS SHOULD BE REDUCED IN CONDUCTION WITH THE COMPACTION EQUIPMENT USED SO THAT THE REQUIRED DENSITY IS ATTAINED. 8, BEDDING MATERIAL SHOULD BE AT LEAST 6 INCHES IN THICKNESS. IF THE SUBGRADE SURFACE IS WET AND/OR SOFT, A GEOTEXTILE FABRIC (I.E. MIRAFI 50OX OR EQUIVALENT) MAY BE PLACED BENEATH THE BEDDING MATERIAL TO ESTABLISH A MORE STABLE BASE FOR INSTALLATION OF WATER MAIN LINE. 9, FILL SHOULD HAVE A MOISTURE CONTENT WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT PRIOR TO COMPACTION. SUBGRADES SHOULD BE PROPERLY DRAINED AND PROTECTED FROM MOISTURE AND FROST. PLACEMENT OF FILL ON FROZEN SUBGRADES IS NOT ACCEPTABLE. IT IS RECOMMENDED THAT FILL PLACEMENT AND COMPACTION BE MONITORED AND TESTED BY A REPRESENTATIVE OF EMPIRE GEO SERVICES, INC. SUBSURFACE LOG KEY Project r.1rrP;cat 7t,we Oats SI3rIed 45104 PrOjOCt # CS-04-010 gate Finished VW04 Location va Brsoi(, 4*tty Surf Elv_ C7tille€ GI}'V ►s._ ..a. S[it Spraan S�e;,nle Sttetly Tb>~e Auw v Tst S:arsptt hack Cars: ' Tataka 2 CtsrtVaGl IN : Iti "hig .. and Testfog H61e $Pleat dlcws a9n Sao, a Rcak Notes _. GIlficstlefifiti Nate 1W kJrtrlrrS, C�.AY, dOnd s'sp; on t�nlYet} 88!1�♦<wei-lfladlU�� G1Matb,'xxbi�. sfier�rmspk�n Ctdyt r}esio t , veaytfaad. ti PXCW+'tsty &Itd� 3 l+rsat rSmd, som kcr"tum 44% }ttFteakreiiQttff:(n vr> typo ie rf4iY.}t3 v^tt t?5i5 6r L'rFf EaK>fi8}�' of i rOOR *xw.m4 In t v c_ arm of rnie gram, xl:s Rio. bh ti30.� t}6 �I�,5fi}C72y. St�t3Kir �t2' catsbirz'. a"-1z� Craua}' COL,rO r- tIa' Como Ftm 3f4" k a Gaited sgmd- Coarse A-ftln laratitM4 tASdktrtit' ptA • frc8 IFlt,e *0 #2W Silt -fits( Ats wtk {t;ra,xiter} C1.7,'r-nas0prAtm'}ve1. t' RnaGzahad ThrrialadvR ffift%drermslztsn:yistta,crbWinaccadxiifsthcFo�vtngtrxxs.; Gtarnkar Sakha Cana; }ya Sotic Tres! 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Smnss�s- Snede�ari: (Yore Ut�q<�i'thkk; pmtmg -So# ttePvm less ttmis:irs irflUa. cart}nattid..,rt_*yu}dr: twaka{� e�ud• en flee seams sm owlatc; of olo) Rock cbmilIkAtandamv milming Rack Claes}1fa4tl0WT*ftft 1l.�sott}pp ttaq*= Son 3000tod t77ftgwfri $ Acte2 aLarr6n8Ced - `k Natml 1t&asrnHard Scrsw*4bvoeritkorla rh}ne0cWad:. It.'t;1. bm*skr "Wo SCF40 sal VVY dt}fiicuAY *}t penknifa VerHtfd cw0n4be &ira"Wby"pwk l,a 1h%dtSekhiecl.' It7 tE£ } . 115ta lr�t} (Very iJ #P t+red .ledpd tumm ielewv amtxvsix &W ItVyr WeiiiAer c Saiml of dwnithot,`k*n }tpti?t'�itAktsf . r rk'CwvLiS.»1eye Em*§,ee }=re ttF:l,g:-n �}raj{#:'Sit81@t}iRErStCl'ttitie.MteKet€tn-argil((latriprock iat . NOTE: THESE DOCUMENTS ARE AVAILABLE UPON REQUEST. UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED 2 h BORING PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A c` ;{ w J VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE i , F-3 NEW YORK STATE EDUCATION LAW. SCALE: N.T.S COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF'. THE PROFESSIONAL ENGINEER OR LAND SURVEYOR " SHALL NOT BE CONSIDERED VALID COPIES. ; 0 1 2 3 ORIGINAL SIZE IN INCHES w PLANNING ENGINEERING • SURVEYING • CONSTRUCTION MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Rood New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPLICANT: > X-1 IN CONJUNCTION WITH: - Vedzon wireless (SITE 2002015980 - LINCOLN AVENUE) - ` cingular WIRELESS (SITE N-G21) 5.21 COMMUNICATIONS INC (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 JM nATF tSSl1F - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 FOR COMMENT IRWIN 1%W W��' APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE. ZONING DATE. OWNER DATE: NETWORK ENG DATE: NY- 1826 PURCHASE !t BLINDBROOK 938 KING STREET YE BROOK, NY 10573 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 F-2 FIN GRADE BELOW FROST LINE FASTEN AS F/SHELTER WALL REQD (TYP) ' INSULATOR NEWTON INSTRUMENT CO., CAT #3O81-4 14. 1 MA I I I/ NEWTON B-6142 WALLWTQ BRACKET NEWTON A-6065 NOTE: INSULATORS STALLED ON MASTER GROUND BAR ONLY. SECTION NEWCONDEN3OR 11m I I �7 - #2 AWG SOLID TUNNED Z= GROUND WIRE TO FRAME OF HVAC UNIT (PER MFG SPEC) GROUND RING 12�SECTION. 'ROUND ROD NSPECTIDW WELL PP[ oxVVmu vwmL FVH UKouNV rUmG INSTALLED BELOW FROST LINE WASHERS (TYP) SEE TABLE INSTALL NO-OX PRIOR TO BOLTING-\ GROUND LUG SIMILAR TO BE BURNDY OR EQUAL SIZE PER TABLE GROUND / =' -CONDUCTOR TABLE WIRE SIZE LUG # BOLT SIZE LUG GROUND CONNECTION SCALE: NTS Soil Resistivity Field Log,: P!jooct Number CE-04-010 Date of Testing: April 08j,2004 Si I to Description: Soil Charneteristim F gras,, (;(�v ed Lill materials, underlain by�sand;.a6d.qrav6I Whid1jn turn Mostly sunny, cloudy in Wo AfWm6dn. Method: V�Ienner Four Point Test Instrument-, Nilsson Mqdef 400� ISerial Number 4490 SITESKETCH -c-Resistivity Line TESTING RESULTS Probe kleter Reading Calculated Soil Probe Nleter Readlpg Czilculated Soil 134.1 Probe �Aeter Reading Calcufate&Soil Meter,: Realding Caltulatod Soil vi#496'of Rye Brobk Cell Site YEL /_-THREADED P\K: PIPE CAP I(S am law PVC PIPE La GROUND TEST LOOP #2 m AWG. SOLID BARE TINNED COPPER WIRE (SEE NOTE #14 SHEET G-5) CADWELD CONNECTION/ L] PARALLEL MOLD (TYP)_~/ -- `AROUND CONDUCTOR GROUND ROD CAUWELD ` BEE 8/Q-1 -~/ ' \/ v INSPECTION WELL (2�GROUND SCALE 1" = 1'-0" 2 SOIL RESISTIVITY LOG SCALE: NONE CON11RACTM TO INSTALL GROUNDING PER FINAL LYNCOLE DESI IHIS SHEET SERVES AS A GUIDE ONLY. SEE NOTE #20. FIN GRADE Uj COPPER GROUND WIRE #2AWGSOLID TINNED CADWELD ---c_------�— —~�~-~~-----T COPPER CLAD GROUND ROD 1. CADWELD TO GROUND RING AFTER GROUND ROD HAS BEEN DRIVEN INTO PLACE. GROUND ROD " ~ ~ � ~ OROUNDING NOTES 1. CONTRACTOR SHALL INSTALL ALL GROUNDING IN ACCORDANCE WITH NEXTEL!S SITE GROUNDING SPECIFICATIONS, LATEST EDITION. 2. INTERIOR GROUNDING SHOWN ELSEWHERE. 3. ALL UNDERGROUND GROUNDING CONDUCTORS SHALL BE #2 AWG TINNED SOLID COPPER WIRES, BURIED BELOW FROSTLINE AND MUST BE EXOTHERMICALLY WELDED 4. GROUNDING RODS SHALL BE STAINLESS STEEL OR COPPER -CLAD STEEL, 5/8., DIA x 10'-0" LONG MINIMUM WITH TOP OF THE ROD BURIED BELOW FROSTLINE. GROUND RODS SHALL BE EXOTHERMICALLY WELDED TO UNDERGROUND GROUNDING LOOP. 5. AVOID DISRUPTION OF EXISTING GROUNDING SYSTEM, REPAIR ANY DAMAGE TO THE SATISFACTION OF OWNER. 6. ALL ABOVE GROUND CONNECTIONS SHALL BE CADWELD, BOLT CLAMP, OR SPLIT BOLT CONNECTORS. CRIMP CONNECTORS SHALL NOT BE USED ON SOLID CONDUCTORS. CLAMPS MUST BE USED FOR FENCE AND HANDRAIL CONNECTION. 7. ALL GROUNDING CONNECTIONS TO THE GROUND BAR OR GROUND PLATE, INTAKE AND EXHAUST LOUVERS, A/C UNIT AND CABLE TRENCH.SHALL BE MADE NTH TWO -HOLE, LONG -BARREL TYPE COMPRESSION LUGS, (BURNDY OR EQUAL). ALL LUGS ATTACHED TO BUSSES USING BOLTS, NUTS, AND LOCK WASHERS. 8. ALL WIRE CONNECTORS SHALL BE THREE -CRIMP C TAP COMPRESSION, THOMAS & BETTS #54740, ORANGE, OR EQUIVILENT. 9. ALL CONNECTORS SHALL BE CRIMPED USING HYDRAULIC CRIMPING TOOLS, T&B #TBM 8 OR 10. ALL CONNECTIONS SHALL BE MADE TO BARE METAL. ALL PAINTED SURFACES SHALL BE FILED TO ENSURE PROPER CONTACT. NO WASHERS ARE ALLOWED BETWEEN ITEMS BEING GROUNDED ALL CONNEC11ONS ARE TO HAVE A ANTI -OXIDIZING AGENT APPLIED PRIOR TO 11. FOR CONNECTION TO ALUMINUM FASCIA AND ALUMINUM GRAVEL GUARD, ALUMINUM CONDUCTORS SHALL BE USED WITH APPROVED BIMETALLIC CONNECTORS BETWEEN ALUMINUM GRAVEL AND COPPER. ALL ALUMINUM CONDUCTORS SHALL BE TWO SIZES GREATER THAN THE SPECIFIED COPPER SIZES. 12. WHERE ANY GROUNDING CONDUCTOR PASSES THROUGH METAL CONDUIT, BOTH ENDS OF CONDUIT SHALL BE GROUNDED. 13, ALL BENDS SHALL BE AS SHALLOW AS POSSIBLE, WITH NO TURNS SHORTER THAN AN 8-INCH NOMINAL RADIUS. 14. GROUND RING RESISTANCE SHALL NOT EXCEED 5.0 OHMS. THE TEST WILL CONSIST OF THE THREE-POINT, FALL -OF -POTENTIAL MEGGER TEST METHOD, USING THE BIDDLE NULL -BALANCE EARTH TESTER (MEGGER #250220-2 OR EQUIVALENT). AT NO TIME IS THE AEMC CLAMP -ON GROUND RESISTANCE TESTER TO BE USED. MEASURE ONLY THE LOOP AND NOT THE SYSTEM. 15. GROUND CONNECTORS TO ANTENNA MAST SHALL BE MADE NTH HEAVY DUTY GROUND CLAMPS SIMILAR TO THOMAS & BETTS OR APPROVED EQUAL. 16. ANTENNA CABLE INSTALLER TO PROVIDE GROUND BUS BAR AT BOTTOM OF FLAGPOLE FOR ANTENNA CABLE GROUNDING. DOWNWARD LEADS FROM GROUNDING KITS MUST BE USED. 17. GPS ANTENNA MOUNTS GROUNDED TO EGB WITH ONE #6 WIRE EACH. GPS CABLES SHALL HAVE ONE GROUND KIT INSTALLED AT THE WAVEGUIDE PORT AND ATTACH CONDUCTORS TO THE EXTERIOR GROUND BAR. 18. WAVEGUIDE PORT AND BRIDGE ARE TO BE GROUNDED TO THE EGB WITH #6 SOLID WIRE. CONNECTIONS ARE DOUBLE LUG -BOLTED, SCREWED MECHANICAL CONNECTIONS WITH STARWASHERS AND NO-OX GREASE. 19. CONTRACTOR SHALL LOCATE AND PRESERVE INTACT THE EXISTING GROUND RING. 2C). THE CONTRACTOR IS TO CONTACT THE DISTRIBUTOR, LYNCOLE. A MINIMUM OF FIVE DAYS PRIOR TO EXPECTED INSTALLATION DATE TO ARRANGE FOR SHIPPING AND RECEIVING OF AT GROUNDING SYSTEM. THE SITE NAME, NUMBER AND PROJECT MANAGER MUST BE PROVIDED DIA (TYP) COPPER BUS BAR, NEWTON ORDERING NO CADWELD TO BAR 1/4"W06" r8--�ANTENNA GROUND BAR DETAIL SLOTTED COVER - - FINISHED GRADE ILEGEND CADWELD GROUND ROD GROUND ROD INSPECTION WELL UL NAME PLATE PROTECTIVE COVER BOX BREATHER HOLE CADWELD CONNECTION 4/0 COPPER CABLE TO GROUND RING UYNCON0EBACKRLL WEEP HOLES LYNCOLE XIT ROD # K2-4-40CS NOTES 1. BARE #2 TINNED SOLD COPPER CONDUCTOR BURIED 30 IN. BELOW GRADE OR O IN. BELOW FROST LINE WITH LYNCON|TE U. 2. ALL BENDS IN GROUND CONDUCTORS TO BE MADE WITH 12 IN. RADIUS OR LARGER. 3. K2-4-40CS GROUND ROD TO BE INSTALLED IN A 12 IN. DIAMETER HOLE. 4. ADDITIONAL BAGS OF LYNCON)TE H PER ROD ARE REQUIRED. XAT GROUND ROD ALE: NTS UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. ORIGINAL SIZE IN INCHES | ~ SURVEYING | ^CONSTRUC770NMANAGEMENT rEMNIC Engineering & Surveying Consultants P.C. yoo Little Britain noo« New Windsor, w, 12553 Phone: (a+o) 5e7-6656 Fax: (845) 567-8703 — 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS CONSTRUCTION ~.,�^_ DATE:- N� |�AS|_ _~_. D||F^ 4 ~.�^______ ". ^°"`~______ ZONING DATE: OWNER ~..,�. �6T�` ^.`.�^______NETWORK ENG DATE:. NY- 1826 PURCHASE BLINDBROOK 938 KING STREET RYE BROOK, NY 10573 NEXTEL OF NA0Y0AK INC. DB4 NEXTEL COMMUNICATIONS ONENORTH AROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: /914\ 491_2600 m w O O p O O O (L 0 to M 0 0 0 0 0 O O O O 00 0 0 0 0 0 0 0 OQ O A 0 0 O O O O O 2" 7/16" DIA (TYP) COPPER BUS BAR, NEWTON 1 /4%4"x20" NOTE: NO CADWELD TO BUS BAR r FASTEN AS REQD (TYP, JWL%��i�iiiili SCALE: 3/8" = 1'-0" WALL INSULATOR NEWTON 3061-4 COPPER BUS BAR NEWTON B-6142 mim I \---- WALL MTG BRACKET rt, NEWTON A-6056 3 SECTION G-2 SCALE: 3" -- 1'-0' 1 2 SITE ENTRY 3 4 HIGH TEMP 5 6 LOW TEMP 7 8 SMOKE DETECTOR M 10 SURGE ARRESTOR ALARM JUNCTION BOX NOTES: 1. ALL CONTROL WIRING IS 24 AWG. QUAD SOLID 2. ALL RELAYS ARE NORMALLY CLOSED. 4 ALARM DIAGRAM G-2 SCALE: NTS EXTERIOR RING 2 PLACES) GROUND va) GRN1 WHT1 BLU1 RED1 O cm O GRN2 WHT2 BLU2 RED2 O O O O e` GRN3 WHT3 BLU3 REDS (POLYPHASER MOUNTING RACK) TO GROUND BAR ELONGATED SLOTS ALLOW MOVEMENT OVERSIZED WASHER WITHIN TWO AXIS W/NUT (TYP) (BOTTOM VIEW OF POLYPHASER MOUNTING PLATE) NOTES: 1. LABEL POLYPHASER CONNECTIONS AS PER CARRIER SPECIFICATIONS. 2. POLYPHASER WILL NEED TO BE MODIFIED FOR FLOOR ENTRY PORTS PER CARRIER SPECIFICATIONS. 5 DETAIL G-2 SCALE: 1 1 /2" = 1'-0" WIRE (TYP) GROUNDING NOTES 1. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 2• THE GROUNDING SYSTEM SHALL MEET THE REQUIREMENTS OF R56 "QUALITY STANDARDS-FNE INSTALLATIONS, VOLUME 1", AS PUBLISHED BY MOTOROLA COMMUNICATIONS WITH THE APPROPRIATE MODIFICATIONS AS OUTLINED IN NEXTEL'S ENGINEERING STANDARDS. 3. ALL WIRE CONNECTORS SHALL BE THREE -CRIMP C TAP COMPRESSION, T&B 54740, ORANGE. 4. ALL BUS CONNECTORS SHALL BE TWO -HOLE, LONG -BARREL TYPE COMPRESSION LUGS, T&B OR EQUAL, ALL LUGS SHALL BE ATTACHED TO BUSSES USING BOLTS, NUTS, AND LOCK WASHERS. NO WASHERS ARE ALLOWED BETWEEN THE ITEMS BEING GROUNDED. 5. ALL CONNECTORS SHALL BE CRIMPED USING HYDRAULIC CRIMPING TOOLS, T&B #TBM 8 OR EQUIVALENT. 6. ALL CONNECTIONS SHALL BE MADE TO BARE METAL. ALL PAINTED SURFACES SHALL BE FILED TO ENSURE PROPER CONTACT. NO WASHERS ARE ALLOWED BETWEEN THE ITEMS BEING GROUNDED. ALL CONNECTIONS ARE TO HAVE A NON -OXIDIZING AGENT APPLIED PRIOR TO INSTALLATION. 7. ALL COPPER BUSSES SHALL BE CLEANED, POLISHED, AND A NON -OXIDIZING AGENT APPLIED. NO FINGERPRINTS OR DISCOLORED COPPER WILL BE PERMITTED. 8. ALL BENDS SHALL BE AS SHALLOW AS POSSIBLE, WITH NO TURN SHORTER THAN AN 8-INCH NOMINAL RADIUS. 9. ALL GROUNDING CONDUCTORS SHALL RUN THROUGH PVC SLEEVES WHEREVER CONDUCTORS RUN THROUGH WALLS, FLOORS, OR CEILINGS. IF CONDUCTORS MUST RUN THROUGH EMT, BOTH ENDS OF CONDUIT SHALL BE GROUNDED. SEAL BOTH ENDS OF CONDUIT WITH SILICONE CAULK. 10. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IF THE RESISTANCE VALUE IS EXCEEDED, NOTIFY NEXTEL FOR FURTHER INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE. 11. INTERNAL GROUND RING SHALL BE #2 AWG, GREEN -INSULATED, STRANDED COPPER WIRE, CLOSED LOOP, FOUR INCHES ABOVE THE CABLE TRAY AROUND THE PERIMETER OF THE ROOM. 12, SUPPORTS SHALL BE T&B #TC5376 OR PANDUIT #PP2S-S10-X STANDOFFS. THE STANDOFFS SHALL BE MOUNTED ON 16-INCH CENTERS, BOTH HORIZONTALLY AND VERTICALLY, AND AT THE SAME ELEVATION AROUND THE ROOM. THE #2 GREEN WIRE SHALL BE ATTACHED TO THE STANDOFFS WITH NATURAL NYLON CABLE TIES. 13. THE POLYPHASER GROUND BAR (PGB) WILL BE THE TERMINATION POINT FOR ALL COAXIAL CABLES COMING INTO THE INTERIOR OF THE SITE. ONE #6 CONDUCTOR WILL BE TERMINATED FROM EACH POLYPHASER GROUND BAR TO THE MASTER GROUND BUS AT AN APPROPRIATE LOCATION. 14. THE TELCO ENTRANCE SURGE SUPPRESSOR LOCATED ON THE TELCO BOARD SHALL HAVE A SEPARATE CONDUCTOR (#6) RUN TO THE MGB. 15. ALL ANTENNA MOUNTS SHALL BE GROUNDED WITH A #2 GROUND WIRE CONNECTED TO THE NEAREST GROUND BUS. ALL CONNECTIONS ARE TO BE CAD -WELDED IF POSSIBLE. ALL GROUND BUS BARS SHALL BE INDEPENDENTLY TIED TO THE EXISTING GROUNDING SYSTEM. 16. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO NEXTEL. 17. GROUNDING CLAMPS SHALL BE BURNDY GAR-TC OR EQUAL. PREPARE SURFACE PER BURNDY SPECIFICATIONS. ILEGEND GROUND CONDUCTOR CADWELD GROUND LUG THIS SHEET SERVES AS A GUIDE TO CONTRACTOR, INTERIOR GROUND HALO INCLUDED WITH BUILDING. FINAL LAYOUT DWGS WILL BE PROVIDED TO CONTRACTOR TO j ASSIST IN MAKING ALL FINAL TIE --IN CONNECTIONS. ::> m ry o a W a. Q_ a a W �jj Q z J _j © N 0 z v 11 IM �I IIWYI II PLANNING ENGINEERING • SURVEYING • CONSTRUCTION MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor. NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPUCANT: IN CONJUNCTION WITH: - ventozomp Wireless (SITE 2002015980 -- LINCOLN AVENUE) - � cn ular WIRELESS (SITE N--G21) j (SITE NY-09-264) II PROJECT NUMBER DRAWN BY 3722.1826 1 RMB DATE ISSUE - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 19 ! N08mmm I i =Rm- APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: NY-1826 W w . W W PURCHASE BLINDBROOK En V) a.V) V) 11938 KING STREET 0 00 0 0 0_ ' o O O 0 O 0 0 O O 0 0 O 0 0 O 0 0 00 0 O 0 7/16" UTA (TYP) COPPER BUS BAR, NEWTON 1 /4%4"x20" TO EXTERIOR NOTE: GROUND RING NO CADWELD TO BUS BAR �BLDG MASTER GROUND BAR DETAIL SCALE: 3" = 1'-0" UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE '.;, NEW YORK STATE EDUCATION LAW. r COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE i OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 3 ;ram ORIGINAL SIZE IN INCHES * 0 I NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 G-2 KULLMAN One Kullman Corporate Campus Lebanon, N.J. 08833 Ph:(908) 236-0220 Fax:(908) 236-8596 OWNER: LOCATION: EXTERIOR FINISH: ELECTRI CAT: C-1 A-1 A-2 A-3 A-4 A-5 A-6 I E-2 E— 3 T-4 E-5 CO —LOCATE EQUIPMENT SHELTER SPRINT 2001 & 2003 R``'vN, V;, EDMUND 20191 RYE BROOK, NEW YORK 1/2 11 BRICK TO MATCH 120V/240V, SINGLE PHASE KULLMAN BUILDINGS ONE KJ_LMAN CORP CEBAN0N, NJ 088:53 LABELS AFFIXED TO PLYWOOD BACKBOARD ABOVE ELECTRICAL PANEL IN THIS AREA.. PROJECT INFORMATION FLOOR PLAN AND DOOR/WINDOW ROOF PLAN, EQUIPMENT PLAN, & EXTERIOR ELEVATIONS BUILDING SECTIONS AND DETAILS WALL FRAMING ELEVATIONS EQUIPMENT AND FINISH SCHEDULTb HALLEY DRIVE VILLAGE CORP. ORATE ELECTRICAL & RCP PLANS, PANED SCHEDULES GROUNDING PLAN, AND PANEL SCHEDULES INTERIOR ELEVATIONS INTERIOR ELEVATIONS & POWER DISTRIBUTION PLAN 8c DETAILS LOW VOLTAGE, ALARM WIRED DIAGRAMS & SINGLE LINE DIAGRAM M-1 MECHANICAL PLAN F-1 FOUNDATION PLAN S-1 STRUCTURAL NOTES 8c LIFTING DETAILS S—T FLOOR AND ROOF FRAMING PLAN S-3 CANOPY FRAMIN-G._ PL.AN & DETAILS HALL CODE COMPLIANCE SUMMARY USE GROUP: U /UTILITY & MISCELLANEOUS CONSTRUCTION CLASSIFICATION: IIB NON—COMBUSTIBLE/UNPROTECTED BUILDING VOLUME: BUILDING HEIGHT: OCCUPANT LOAD: 1,500 sq. ft.. 181000 au. ft.. 121-21) None (unoccupied) 1. ALL CONSTRUCTION AND INTERIOR FINISHES SHALL COMPLY WITH ALL APPLICABLE CODES RELATIVE TO MATERIALS AND FLAME SPREAD RATING. 20 STRUCTURAL DESIGN CRITERIA IS INDICATED ON SHEET S-1 3. THE TOTAL WEIGHT OF THE BUILDING IS 156,000 POUNDS, WHICH INCLUDES THE AHUs, AND THE GENERATOR IN MOD. 4. THIS NUMBER EXCLUDES ALL TELEPHONE EQUIPMENT AND THE BATTERIES. MOD 1 = 37,500 LBS MOD 2 = 37,500 LBS MOD 3 = 37,500 LBS MOD 4 = 43,500 LBS 4. ALL DRAWINGS LISTED ON THIS COVER SHEET CONTAIN DESIGNS IN CONFORMANCE WITH THE FOLLOWING CODES: 2002 NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE SITE INSTALLED ITEMS (BY OTHERS): 1. FOUNDATIONS AND FOOTINGS 2. STEPS, RAMPS AND RAILINGS 3. ELECTRICAL SITE CONNECTIONS 4. MODULE TO FOUNDATIONS CONNECTIONS. 5. HALO GROUND RING CONNECTIONS. APPROVED e�3eaow # ; a e !a aU$0 a_e THIS DRAWING, AND THE DESIGNS IT ILLUSTRATES AND ALL CONCEPTS HEREIN ARE THE SOLE PROPERTY OF KULLMAN BUILDINGS CORP. NO PART OF THIS DRAWING OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING OR BY ANY INFORMATION STORAGE AND RETRIEVAL SYSTEM WITHOUT WRITTEN PERMISSION FROM THE OWNER, KULLMAN BUILDINGS CORP. IL/FIL SURVEY REQUIREDI FINAL INSPECTION E c ATE AE'1. :3L - 'YE `119ag sea, INSPECT 6 12107/06 CRN REVISIONS AS NOTED CRN 5 10/30106 GFB REVISIONS AS NOTED CRN 4 10118106 GFB REVISED WINDOW 1 LOUVER FRAMING CRN 3 10110106 GFB ISSUED FOR CONSTRUCTION CRN 2 9113106 CRN ISSUED FOR CLIENT REVIEW 1 8114106 GFB ISSUED FOR CLIENT REVIEW NO. DATE BY REVISION CHK. DRAWING TITLE PROJECT INFORMATION PROJECT NORTH JOB NUMBER 06-504 DATE 14 AUG. 06 DRAWN BY GFB PROJECT NAME NY SITE NUMBER: NY -1826 Equipment Shelter for Purchase Blindbook 938 King Street Rye Brook, NY 10573 30' x 50' CO -LOCATE SHELTER W/ GENERATOR " D A �Y OF N. DRAWING NUMBER CM1 DOOR & WINDOW SCHEDULE NOTES DOOR & HARDWARE SCHEDULE PROFILES ALL DOORS ARE OPERABLE GENERAL DOOR NOTES: SEE NOTE 1 2 3 4 5a 5b 5C 6 7 8 9 DOOR PROFILE 1. DOOR TYPES: a) HOLLOW METAL: 18go. GALVANIZE b) EXTERIOR DOORS TO MATCH PANED L TYPE DOOR OF -------- F DOOR NO. ROOM NAME QTY SIZE TYPE FRAME DEAD BOLT HINGE LOCKSET LATCH PROTECTN CLOSER THRESH SWEEP VIEWER DR. HOLD TOWN HALL, SEE DWG, 2/A-1 FOR DETAILS PAINT TO MATCH TOWN HALL. c) DOUBLE DOORS TO RECEIVE FLUSH BOLTS, ASTRIGAL, DUMMY HARDWARE, DEAD BOLT. ----- LE I L (D VILLAGE EQ. RM. 3 x 7' HM HM TELL # DB1051 4a 5o 5b YES 6c 7a YES YES MOD. 1 1 3-6' x 7' HIM HM TELL # DB1051 4a 5a NO YES NO NO YES YES 2. ALL H.M. FRAMES: a) WELDED 16go. TYPICAL UNLESS OTHERWISE NOTED. b) KNOCK DOWN EXTERIOR INTERIOR 90 MIN. PANEL DOOR DOOR PANEL DOOR 3. LOCK SPECS: TELL SERIES DEAD BOLT TYPICAL 626 FINISH a) KBC TO PROVIDE CONST. CORES, AND OWNERS WILL (D MOD, 2 1 3-6' x 7 HM HM TELL # DB1051 4a NO YES NO NO YES YES PROVIDE WILL THE FINAL KEYING MOD. 2 MOD, 3 1 5' x 7' HIM 1 c,2b HM TELL # DB1051 4c 5a 5b YES 6C (2) x 7a YES YES 4. ALL HINGES BY TELL: a) #HG100006 4.5 x 4.5 88 NRP 32D HINGE .... . ...... 5. LOCKSET- a) PASSAGE SET BY TELL MODEL # LT 2075 26D LATCH PROTECTION: b) TELL MODEL # NLP 110-630 CLOSER BY TELL: c) MODEL # 12640 6. THRESHOLDS BY PEMKO i ACTIVE MOD. 3 1 3-6' x 71 HM HM TELL # DB1051 4a 50 NO YES NO NO YES YES MOD. 3 3-6' x 7 HM 2b HM TELL # DB1051 4a 50 NO YES NO NO YES YES a) MODEL # 172A36 b) # 172A42 C) # 172A72 i ENTRY PANEL DOOR SEE DWG. A-2 FOR ELEVATION 7. DOOR SWEEP BY PEMKO:INCLUDE WEATHERSTRIPPING a) MODEL # 315CN36 b) # 315CN42 8. DOOR VIEWER BY TELL: MODEL # DV-180-260 9. DOOR HOLDER BY TELL: # W70326 7 MOD. 4 1 3-6' x 71 HM HM TELL # DB1051 4o 5a 5b YES 6b 7b YES YES WINDOW LOUVER PROFILE GENERALWINDOW/ LOUVER NOTES: ------------ - ---------- ­ ..... . ............. . .... -------- - ----------------------- - --------- - ------------------ -- - --------------------------------- - ------------------------ - ------------------------------- ------------------------ - -------------------------------------------------------- ^ -------------------------- ----- --- - ­-­ - - - ----------------------------------------------------------------- - --- - --------- -------- - ------------------------ - - ----- - ------- - ------------------------------------------ - ---------------------------------------- ------- ------ ------- - --------------- - -------- - ---------------------------------------------- WINDOW /LOUVER SCHEDULE WINDOW / LOUVERS TYPES: ALL WINDOWS & LOUVERS ARE FIXED . ..... -- - - - - -------- -^^^: A) WINDOW: USE 14GA BENT METAL FRAME PAINT TO MATCH TOWNHALL, W/ 1/4" TEMPERED/BLACK GLASS SUBMIT A GLASS SAMPLE TO OWNER FOR APPROVAL. SPANDRALE GLASS @)FIXED LOUVER ITEM NO. ROOM NAME QTY SIZE TYPE FRAME LOCK HINGE PULL & PLATE RECESSED PULL CLOSER THRESH SWEEP OTHER/ REMARKS B) 5'-0" X 5'-0" FIXED LOUVER TO MATCH OPERABLE LOUVERS (TYPICAL OF 2 LOCATIONS) BAKED ENAMEL FINISH TO MATCH ADJACENT SURFACE COLOR. LOCK DAMPERS IN CLOSED POSITION. C) 5'-0" X 5'-0" OPERABLE LOUVER W/ BAKED - . ............... --- - - ----------------- Z ----. ...... . .... I - --- -- - -------------- - — ----- - - ------- -- ---- . .............. . ............... . ...... MOD 1,4 2 5' X 5' GLASS METAL NO NO NO NO NO NO NO INSULATE BEHIND GW13 ON INSIDE MOD 1, 2/3 2 5' x 5 ALUM. ALUM. NO NO NO NO NO NO NO SEE GENERAL WINDOW NOTE 8 MOD 4 1 5' x 5' ALUM. ALUM. NO NO NO NO NO NO NO SEE GENERAL WINDOW NOTE C ENAMEL FINISH TO MATCH ADJACENT SURFACE COLOR. D) 4'-0" X 6'-0" OPERABLE LOUVER (TYPICAL OF ----------- -- - - ------- [�� MOD 4 I 3 4' x 6' ALUM -1 ALUM. NO NO NO NO NO NO NO SEE GENERAL WINDOW NOTE D 3 LOCATIONS) BAKED ENAMEL FINISH TO MATCH ADJACENT SURFACE COLOR. .......... . - - - - -- - - --------- _�� - OPERABLE @ OPERABLE ---------------------- - F ------- - -------------------------- - ------ - ---------------------------------------------------------------- - - - - - ------------------------------------------------------- - -------- -- - -------- - --------------------------- - ---------- - - - - -------------------------------------------------- -- - ------- - ------------- - ----- - -------------------------------------- -------------------- - --- - ---- EXHAUST LOUVER INTAKE LOUVER - ANTENNA CABLE CABLE TRAY RUN SEE DWG E-1 FOR DET ANTENNA CABLE ENTRY THRU FLOOR (4) MICROFLECT MOD. # B1334 A�-3 K FAUX LOUVER (PAINTED TO MATCH ADJACENT SURFACE) (TYP OF 2) 00 7'-7" 13,4, 4'-6" 5-0" 50'-0" 18'- 10" 5-2" CA 20 10" C) - I in ......... .. uj° Iw Cilia HALLWAY MIX 111 w zdi wi (13) iII < 2 1'-10"11 3' 6" NEXTEL SPRINT EQUIPMENT ROOM j-1 1 l'- 4" LIMA wN 12'-0" 6'-0" .® - 7 \z L-4 4'-0" OB 13'-0" 2 HR. RATED AIR FIRE SEPARATION WALL \A-3 ' FLOOR PLAN 7_717 SCALE 1/4" = V-0" CANOPY COLUMN (TYP OF 2) FSE9t'DWG S'-'3') -COVERED ENTRANCE (ABOVE) PROVIDE KNOCK DN. FRAME 5 ;0 -2" LU I Uj i LU X VERIZON WIRELESS UNMANNED ��kof EQUIPMENT ROOM ci w :2 IMOD. 41 i Ij. . ...... 6" (TYP) FACILITY I GENERATOR i OM RO 1 zi 1 I 4; 3'-3 112"± 13'- 0" 5'-0" OPERATIONAL I LOUVERS (PAINTED TO MATCH ADJACENT SURFACE) 4'1 5 1/2"± 1J 4'-6" FIXED WINDOW W/8"STUCCO TRIM ALL AROUND & SEE WINDOW SCHEDULE FOR DETAILS INCOMING UTILITY POWER DISCONNECT SWITCHES LOO� ONLY TO GENERATOR RM ki <�r L;W P RECEIVE EPDXY da 114G SYS. GENERATOR NATURAL GAS 255 KW KATOLIGHT N255FGX4 6" EXHAUST PIPE WITH THRU WALL THIMBLE BY GT EXHAUST 2 PANEL DOOR ELEVATION A-1) SCALE 3/8" = V-0" EXTERIOR 1. 4" continuous metal track >rior finish (see sched.) INTERIOR (1) Layer 5" Gypsum board 4" metal stud 14 ga. @16" o.c 4" R-13 batt instil. 5" Type "X" gypsum board 8 Exterior finish see elevations Cont. 4" metal track EXTERIOR WALL SECTION NON RATED Cont. 3-s5" metal track Interior finish (see sc INTERIOR INTERIOR MATELINE (1) Layer Gypsum b 3j8" metal stud 14 ga. (i (1) Layer 8 Gypsum b Exterior finish se, Cont. 341 metal track INTERIOR WALL SECTION 213W ALL SECTION NON RATED 77 2 f NON RATED I EQUIP SIDE (1) LAYER 5/8" TYPE 'Y' G.W.B. F.R.P. (CLASS " (2) LAYERS 5/E TYPE 'Y' G.MB. -------------------------- MATELINE 12 GA. CEILING RUNNER ------------ CEILING FINISH L—UNDERSIDE OF STRUCTURE GENERATOR SIDE (1 ") > T " L 1 ) LAYER 5/8" TY W 3 PE 'Y G.W.B. A P P R 0`rl 1E D I LAYER 5/8" YPE "X" G.W.B. /VINYL FINISH DEC 2, _0 5/8", 14 GA. STIDS @ 6" O.C. (VERT.) 11111. 11 1 1 I w*, Nv -- ----- --- - ------ 12 GA. FLOOR RUN' PARTITION @ GENERATOR WALL TO MEET UL DESIGN NO. U423 RQQ;�L FOR 21HR. FIRE RATING. FIRESTOP ALL PENETRATIONS THRU WALL. TYPICAL WALL TYPES A-1 SCALE 1" = V-0" KULLMAN One Kullman Corporate Campus Lebanon, N.J. 08833 Ph: (908) 236-0220 Fax: (908) 236-8596 THIS DRAWING, AND THE DESIGNS IT ILLUSTRATES AND ALL CONCEPTS HEREIN ARE THE SOLE PROPERTY OF KULLMAN BUILDINGS CORP. NO PART OF THIS DRAWING OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING OR BY ANY INFORMATION STORAGE AND RETRIEVAL SYSTEM WITHOUT WRITTEN PERMISSION FROM THE OWNER, KULLMAN BUILDINGS CORP. 6 12107106 CRN REVISIONS AS NOTED CRN 5 10/30106 GFB REVISIONS AS NOTED CRN 4 10/18106 GFB REVISED WINDOW LOUVER FRAMING CRN 3 10110106 GFB ISSUED FOR CONSTRUCTION CRN 2 — 9/13106 CRN ISSUED FOR CLIENT REVIEW 1 8/14106 GFB ISSUED FOR CLIENT REVIEW NO. DATE �BY REVISION CHK DRAWING TITLE DOOR & WINDOW SCHEDULE FLOOR PLAN PARTITION TYPES PROJECT NORTH JOB NUMBER 06-504 DATE 14 AUG. 06 DRAWN BY GFB I see 1:4 0 aTITI&I A ill 14 ZIA to] 1.1 DRAWING NUMBER Aml 1/4" 12" 1/4" 12' 12 GA, SHEET STEEL SLOPED TO CRICKET 12 GA. SHEET STEEL SLOPED TO CRICKET LU w z w I 114 12)j Y4" PER FOOT SLOPE 1/4" PER FOOT SLOPE ,MIR AM AM �A-2 A-2 A-2) ROOF SCUPPER ROOF SCUPPER SCALE 1/4" = 1'-0" IWE F07 ill CAB. I CA8.14 1 CAS. 3 CAB. 4 4 ) � MUUr-. UL I /AIL 4 MUUr Ur I /AIL A-2) SCALE 1/2" = 1'-0" A-2 SCALE 1/2" = 1'-0" 46,C R/ cc Wil 1 nnr) EXHAUST THIMBLE 6" EXHAUST TIP W/BIRD SCREEN EXHAUST AIR SHROUD EXHAUST LOUVE I- P 1) -4- GENERATOR PLAN A-27SCALE 1/2" = 1'-0" SCUPPER HEAD (BEHIND) LOW PT. ROOF DETAIL SCALE 1/2" = 1'-0" CONTROL PANEL AS SPECIFIED MUFFLER SUPPORTS EM PROD, EXHAUST SILENCER JCS-06 W/ GENERATOR ELEVATION SCALE 3/8" = 1'-0" ENERGY CALCULATIONS 50'-0" X 30'-0" BUILDING Roof - 1 Wall - I Floor - 1 List of Construction List of Construction List of Construction Components R-Value Components R-Volue Components R-Value 1. Outside Air .17 1. Outside Air .25 2. EPDM .10 1. Outside Air .17 2A.9/16" Decking 1.16 3. Bent Steel Panel .003 2. Finish Panel .20 2. Batt, Insulation 19.0 4. Batt. Insulation 19.00 3. Fiberglass Insulation 13.00 3. Steel Deck .003 5. 1/2" Vinyl Face Gyp. .58 4. Bent Steel Panel .003 4. Concrete .32 6. Inside Air .61 5. 1/8" F.R.P. .05 5. Vinyl Tile .05 6. Inside Air .68 6. Inside Air .92 Total R = 20.46 Total R = 21.70 U = 11/13 U = 0.049 Total R = 14.1 U = 1/R U = 0.046 U=1/R U = 0.071 Note: Overall U-Value for entire building meets energy req' I, T J) DWG C-1. A r IT DEC A N Ell 2 3 Calculations Calculations Calculations Uo = U ROOF-, A ROOF-, U0= UwALL-1 AwALL-1 A U FLOOR-1 A FLOOR- I AO (UWALL-1Awaii-1) + (UDOORA DOOR U0 A U0= UO = 0.049 x 1,500 A 0 U0 = .046 x 1,500 1,500 UO= (0.071 x 1,945.6) + (0.29 x 87.50) 0.080 UO= 0.046 1,500 2,033.1 Uo = 0,049 State Max. Uo = 0.058 State Max. Uo = 0.054 KULLMA,N One Kullman Corporate Campus Lebanon, N.J. 08833 Ph:(908) 236-0220 Fax:(908) 236-8596 THIS DRAWING, AND THE DESIGNS IT ILLUSTRATES AND ALL CONCEPTS HEREIN ARE THE SOLE PROPERTY OF KULLMAN BUILDINGS CORP. NO PART OF THIS DRAWING OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING OR BY ANY INFORMATION STORAGE AND RETRIEVAL SYSTEM WITHOUT WRITTEN PERMISSION FROM THE OWNER, KIJLLMAN BUILDINGS CORP. 116 12/07/06 CRN REVISIONS AS NOTED CRN 5 10130/06 GFB REVISIONS AS NOTED CRN 4 10/18/06 GFB REVISED WINDOW I LOUVER FRAMING CRN 3 10/10106 GFB ISSUED FOR CONSTRUCTION CRN 2 9/13/06 CRN ISSUED FOR CLIENT REVIEW 1 8114J06 GFB ISSUED FOR CLIENT REVIEW DATE BY REVISION CHK - - - ----------------------------------- DRAWING TITLE ROOF PLAN EQUIPMENT PLAN ROOF DETAILS GENERATOR ELEVATION ENERGY CALCULATIONS PROJECT NORTH JOB NUMBER 06-504 DATE 14 AUG 06 DRAWN BY GFB PROJECT NAME NY SITE NUMBER: NY - 1826 Equipment Shelter for Purchase Blindbook 938 King Street Rye Brook, NY 10573 30'x 50'CO-LOCATE SHELTER W/ GENERATOR DRAWING NUMBER "MUnO I It'-%U*r BY OTHERS 1/4" PLATE (PAINTED) %A TO PIPE BENT 12 GA. ANGLE 3"x5' BLDG.PAR bj�•� (2) U-BOLT; Z3PS ANTENNA (F 1112 1 � GPS ANTENNA MOUNTING A-3 ) NOT TO SCALE A NORTHWEST ELEVATION A-37SCALE 1/4" = 1'-0" C SOUTHEAST ELEVATION A-3 SCALE 1/4" = 1'-0" r-LVTrM A lk§O%r- e%A1L1r1r1'kf -- —w. w — SEE SITE PLAN A ZNICE TRIM 4 5/16" 1 1/211 GPS ANTENNA BY OTHERS ANTENNA MOUNT BY KBC 2 GPS ANTENNA 3 KEY PLAN A-3 NOT TO SCALE A-3 NOT TO SCALE GPS ANTENNA — (TYP) BY OTHERS 5'—O'W x 5'-0'H FIXED LOUVER (TYP OF 2) r -i NU I t: btt CIVIL UKAWINUb 1-UK ALL bi I tWUKK SOUTHWEST ELEVATION SCALE 1/4" = 1'-0" ENTRANCE CANOPY z 70HPS LIGHTS z wl w wl z :31 D � NORTHEAST ELEVATION A-37 SCALE 1/4" = 1'-0" MUFFLER EXHAUST -2-1 1r-11 1"Il via frig r— CONC STEPS BY OTHERS RAW" Q9 EL 2511-011± A 0 • A A Lem 0 A x'j2;f1r.A1wwwIfi!14 irlpa-400121 FAUX WINDOW W/8" STUCCO TRIM ALL AROUND WfTEMPERED GL. & BLK TINTING (FRONT ONLY, TYP OF 2) T�--1-----?' D Eb.2006 KULLMAN One Kullman Corporate Campus Lebanon, N.J. 08833 Ph:(908) 236-0220 Fax:(908) 236-8596 THIS DRAWING, AND THE DESIGNS IT ILLUSTRATES AND ALL CONCEPTS HEREIN ARE THE SOLE PROPERTY OF KULLMAN BUILDINGS CORP. NO PART OF THIS DRAWING OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING OR BY ANY INFORMATION STORAGE AND RETRIEVAL SYSTEM WITHOUT WRITTEN PERMISSION FROM THE OWNER, KULLMAN BUILDINGS CORP. 6 12/107106 CRN REVISIONS AS NOTED CRN 5 10130/06 GFB REVISIONS AS NOTED CRN 4 10118/06 GFB REVISED WINDOW I LOUVER FRAMING CRN 3 10/10/06 GFB ISSUED FOR CONSTRUCTION CRN 2 9113106 CRN ISSUED FOR CLIENT REVIEW 1 8/14106 1 GFB ISSUED FOR CLIENT REVIEW NO. DATE 7 BY REVISION CHK DRAWING TITLE GPS ANTENNA & MOUNTING KEY PLAN EXTERIOR ELEVATIONS PROJECT NORTH D JOB NUMBER 06-504 DATE 14 AUG. 06 DRAWN BY GFB PROJECT NAME NY SITE NUMBER: NY — 1826 Equipment Shelter for Purchase Blindbook 938 King Street Rye Brook, NY 10573 W x N CO -LOCATE SHELTER W/ GENERATOR I DRAWING NUMBER I UK 1CULLMAN One Kutiman Corporate Campus Lebanon, N.J. 08833 Ph:(908) 236-0220 Fax:(908) 236-8596 5/8" Ext. gr Gyp. Wall Br+ R-13 fibergl 1/2" Back W12 st( Fo (By C NTS Buildin e—formed Alum. Coping paint to match town hall ,tend Roofing membrane up over Parapet "Ext.. Plywood Sheathing Go. Bent panel Cricket screwed > plywood & caulk 145 Fully Adhered EPDM Membrane - ga. Bent Steel Panel ' batt R-19 insulation /2" Vinyl Gypsum bd. astened to Roof Panels king Screws Only �" X 1 1/4 11 12 ga. Stud Track Runner " X 1 5/8" 14 ga. Wall ituds @ 16" O.C. (1) 5/8" Type X (1) 5/81' G Bd Gyp. Bd.. yp . /8" FRP wall panel CLASS C �" X 1 1/4" 12 ga. jtud Track Runner VCT W/ COVE BASE l-" COMPOSITE CONC. ;LAB R-19 isulation q8 steep purlin )-8 ga. Galvanized Sheeting Welded or 'inned to Frame Wall Section O Plan N.T.S. (1) 5� TYPE W i INSEC R-13 Butt insulation 1 /8" F.R.P. finish Detail Wa 4" X 1 5/8" 14 ga. Wall Studs @ 16" O.C. Pane NT. Hollow Metc Threshold ODETAIL @INTAKE LOUVER NTs 12 Go. Con 1 1/2 )) x Stud Runr the Beam 1/2" Brick J—Channel 1 /8" F.R.P. M EXT. FINISH R —13 BATT INSULATION SILICONE SEAL (ALL AROUND) .032 ALUM.DRIP CAP, EXT. DOORS ONLY EVEN l ITI Detail Door Head N TS STU SILICO (ALL AROUND) 1 Detal @ Door F.R.P. J MOLDING 1 /8" F.R.P. FINISH 1�►1[�I Jamb Detail Door Si 4" COMPOSITE CONC. SLAB R —1 ti insulation IDEC 2 -k ? De 1 W8 ste.,p.uriin 28 ga. Galvanized Sheeting Welded or Pinned to Frame THIS DRAWING, AND THE DESIGNS IT ILLUSTRATES AND ALL CONCEPTS HEREIN ARE THE SOLE PROPERTY OF KULLMAN BUILDINGS CORP. NO PART OF THIS DRAWING OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING OR BY ANY INFORMATION STORAGE AND RETRIEVAL SYSTEM WITHOUT WRITTEN PERMISSION FROM THE OWNER, KULLMAN BUILDINGS CORP. 6 12107/06 CRN REVISIONS AS NOTED CRN 5 10/30/06 GFB REVISIONS AS NOTED CRN 4 10/18106 GFB REVISED WINDOW I LOWER FRAMING CRN 3 10/10/06 GFB ISSUED FOR CONSTRUCTION CRN 2 9/13/06 CRN ISSUED FOR CLIENT REVIEW 1 8/14/06 GFB ISSUED FOR CLIENT REVIEW NO, DATE BY REVISION CHK. DRAWING TITLE BUILDING SECTIONS AND DETAILS PROJECT NORTH JOB NUMBER 06-504 DATE 14 AUG. 06 DRAWN BY GFB PROJECT NAME NY SITE NUMBER: NY -1826 Equipment Shelter for Purchase Blindbook 938 King Street Rye Brook, NY 10573 30' x 59 CO -LOCATE SHELTER W/ GENERATOR r mZl F rz,,, DRAWING NUMBER I 4" x 14Ga. Strapping (Typ.) Parapet — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — I 1'-10" " 3'-4" t A EXTERIOR WALL ELEVATION A-6 SCALE 1/4" = 1'-0" 6" 10 16'- 10" j 411 x 14Ga. Strapping (Typ.) V 01 CXPCL — — — — — — — — — — T (2) 2x1O 12Ga. Bent panel Hdrs. C -44 4'- 0" 4„ 4'-0" 4" 4 -0" 3'- 10" SEE DETAIL A 6" C � EXTERIOR WALL ELEVATION A-6 7 SCALE 1/4" = 1'-0" 4" X 1 1/4" 12 STUD TRACK RUN (2) 6- X 2" 12 DOUBLE HEADER (2) 10" X 2" 12 DOUBLE HEADER (2) 4" X 1 5/8" STUDS BELOW HEAI 1 � HEADER DETAILS A-5 ) SCALE: 1/2" = 1'-0" U11 FIN. FL. M is FIN. FL. D 7 w zi I w wl z w 41 _j I - Z51ope of w to I hru Kimble Roof Beyond 4 x 14G9. Strapping (Typ.) Muffler Exhaust T 11 0 ---X- Z— Parapet 1'-8" x 1-8" R.O. — — — — — — — — — — — -- -- — — — — — — — — Hdj.�\j I 2 Xx 5'-0" Z FA CN LC) CY) Ln i CD I I ------------ 4'-6" on L001 -0" 2'-0" 3 .0 oe OFF r)FTAII R _5 0 4'-6" EXTERIOR WALL ELEVATION SCALE 1/4" = 1'-0" EXTERIOR WALL ELEVATION SCALE 1/4" = 1'-0" N EM L 1 KEYPLAN A-5 ) NOT TO SCALE M LU z �,- INTERIOR WALLS BEYOND w z %;IL-L- LJL- I r"%IL- U . wIw.v N.Is w to % I SHIPPING COLUMNS 1 5/8" 1 5/8", 5/8" 14 GA MTL. STUD------,,", \BRACING TO STUD/TRACK V 10- 6" WELD 0 ALL TRIPLE DOUBLE LOCATIONS \ (12GATRACK �T'0` W12 TYPICAL) W1 2 BEAM A BRACING WELD DETAIL @ W1 2 A-5 SCALE: 1'=1'-O" \�-FIELD INSTALLED PANEL FOR GENERATOR INSTALLATION 5/8" 5/8" 14 GA MTL. STD � i 2 GA MTL. TR C K .. 4 \�EMBED (3) Y2"0 x 12" DEEP ALL THREAD W/REID HEAD EPDXY —ANCHORING SYSTEM 14 GA MTLT.-ZUD.----------7/______T A P P V E D J SEC?(11 2"N", BRACING ANCHORING DETAIL A-5 SCALE: 1" = 1'-0" KULLMAN One Kullman Corporate Campus Lebanon, N.J. 08833 Ph:(908) 236-0220 Fax:(908) 236-8596 THIS DRAWING, AND THE DESIGNS IT ILLUSTRATES AND ALL CONCEPTS HEREIN ARE THE SOLE PROPERTY OF KULLMAN BUILDINGS CORP. NO PART OF THIS DRAWING OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING OR BY ANY INFORMATION STORAGE AND RETRIEVAL SYSTEM WITHOUT WRITTEN PERMISSION FROM THE OWNER, KULLMAN BUILDINGS CORP. 6 12107106 CRN REVISIONS AS NOTED CRN 5 10/30106 GFB REVISIONS AS NOTED CRN 4 10/18/06 GFB REVISED WINDOW I LOUVER FRAMING CRN 3 10/10/06 GF8 ISSUED FOR CONSTRUCTION CRN 2 9/13106 CRN ISSUED FOR CLIENT REVIEW E. 8/14/06 GFB ISSUED FOR CLIENT REVIEW NO DATE BY REVISION CHIC DIRAWING TITLE WALL FRAMING ELEVATIONS (FOR SHOP USE ONLY� PROJECT NORTH JOB NUMBER 06-504 DATE 14 AUG. 06 DRAWN BY GFB PROJECT NAME NY SITE NUMBER: NY - 1826 Equipment Shelter for Purchase Blindbook I 938 King Street Rye Brook, NY 10573 3V x 5V CO -LOCATE SHELTER W/ GENERATOIK� LE 0 � zlt 0 J. DRAWING NUMBER EQUIPMENT SCHEDULE FINISH SCHEDULE MATERIALS MANUFACTURER MODEL NO. COLOR X VCT ARMSTRONG #51836 SHELTER WHITE X EPDXY COATING SYSTEM GRAY/GEN. RM. FL. ONLY X FRP PANELS STRUCTOGLAS GLASSBOARD CLASS ))Cl) WHITE X VINYL BASE ARMSTRONG MER 8701 BLACK VINYL GYPSUM CEILING PANELS WHITE ROOF PAINT SYSTEM SHERWIN WILLIAMS ELASTOCOAT WHITE X DOOR PAINT SYSTEM MATCH VILLAGE HALL X EPDM .045 IN. MULE -HIDE BLACK STONE AGGREGATE CEP SUNSET BEACH NAILITE NAILITE INTERNATIONAL USED RED, RED BLEND METAL PANEL JOB SPECIFIC JOB SPECIFIC X 1/2" BRICK MATCH VILLAGE HALL EXTERIOR FINISH DOOR PAINT COLOR a� ECO' 0 ¢rr�sttW� xu xa`s,< .snrexax� ,uss max.. 2 KULLMAN Line Kullman Corporate Campus Lebanon, N.J. 08833 Ph:(908) 236-0220 Fax:(908) 236-8596 THIS DRAWING, AND THE DESIGNS IT ILLUSTRATES AND ALL CONCEPTS HEREIN ARE THE SOLE PROPERTY OF KULLMAN BUILDINGS CORP. NO PART OF THIS DRAWING OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING OR BY ANY INFORMATION STORAGE AND RETRIEVAL SYSTEM WITHOUT WRITTEN PERMISSION FROM THE OWNER, KULLMAN BUILDINGS CORP. 6 12107/06 CRN REVISIONS AS NOTED CRN 5 10/30/06 GFB REVISIONS AS NOTED CRN 4 10118106 GFB REVISED WINDOW 1 LOUVER FRAMING CRN 3 10f10f06 GFB ISSUED FOR CONSTRUCTION CRN 2 9/13106 CRN ISSUED FOR CLIENT REVIEW 1 8114106 GFB ISSUED FOR CLIENT REVIEW NO. DATE BY REVISION CHI. DRAWINGTITLE SCHEDULEEQUIPMENT SCHEDULE FINISH PROJECT NORTH JOB NUMBER-504 DATE 14 AUG. 06 DRAWN BY GFB PROJECT NAME NY SITE NUMBER: NY -1826 Equipment Shelter for Purchase Blindbook 938 King Street Rye Brook, NY 10573 30' x 50' CO -LOCATE SHELTER WI GENERATOR DRAWING NUMBER GFCI #1 A A-3 TELCO BOARD 200 AMP ELECT. ' PANE€. & SURGE ARESSTOR (1) 100A PANEL, (1) 100A ATS, AND SURGE SUPPRESSOI CKT #3 VILLAGE EQUIPMENT ROOM N �4" TELCO CONDUI \---LEAD / LAG ONTROL T-MOBILE f UNMANNED EQUIPMENT ROOM MOD. 1 CKT #1,3 CKT #16 AHU-1 CKT #2,4 AHU- LEAD CKT #10 TELCO BOARD CKT #12 D A-4 CKT #14 NEXTEL GFCI 4 { 4" TELCO ; { 4" TELCO �{ CONDUIT jt CONDUIT' { CKT #12 { {I HALLWAY {I {j (2) 4" TE CO { ({ CONDUITS {r r� Is SPRINT AHU-1 AHU-2 (2) 200A INTEGRATED CKT #1,3 LOAD CENTE CKT #2,4 \ NEXTEL CKT #30 CKT #12 CKT #5,7 CKT 6,8 DS-1 DS-2 1 ELECTRIC PLAN E-1 SCALE 1 /4" = 1 -0' +'i �(1) 200A INTEGRATED LOAD CENTER V4" TELCO LCO BOARD CONDUIT ABOVE (1) 200A IN LOAD CE ER CINGULAR SPRINT NEXTEL UNMANNED UNMANNED EQUIPMENT ROOM EQUIPMENT ROOM MOD. 3 MOD. 2 CKT #1,3 CKT #18 AHU-1 p KT #2,4 / LAG CONTROL AHU- GKT 12 CKT #12 O CKT 5,7 CKT 6,8 DS-3 DS-4 B A-4 VILLAGE j EQUIPMENT ROOM CKT #5 # CKT #1 I{E I CKT #3 KT #1 } ji1 F R{I CKT #7JLJ ih { i f - CKT #16 j { CABLE PORT TYP. ICKT #10 i 3'-5 1 /2" ' CKT #14 MOD. 1 T-MOBILE UNMANNED EQUIPMENT ROOM CKT #18 Jim I� i 2 REFLECTED CEILING PLAN E-1 SCALE 1 /4" - 1'-0 CKT #14 LEAD / LAG CONTROL ({ `:. VERIZON WIRELESS GFCI MANNED DS-8 JCKT { € EQUIPMENT ROM t) CKT #2,4 C #2,4 l I CKT #18 N DS-7 JCKT P I MOD. 4 CKT #1,3 D #1,3 CKT #12 INCOMING UTILITY POWER FLOOR OPENING { -- SEE S-2 FOR DETAIL GFCI CKT #1,3 CKT 2,4 CKT #14 DS-5 DSO 1 CKT #32 CKT { #10 '9. ' CKT #16 CINGULAR UNMANNED EQUIPMENT ROOM a o� MOD 3 CKT #10 LEAD / LAG FACILITY NOTE: CIRCUITS IN THIS GENERATOR ROAM RM. COME FROM NEXTEL PANEL MOD. 2 CKT #20 GAS DETE OR MNTD. V-0" BELOW CLG. /`f^�f���CKT #22 BATT CKT #24 HTR ALL CABLE TRAY TO BE 18" LADDER TYPE ZINC CHROMATE. 90" AFF UNISTRUT APPROX. 48" O.C. ATTACH 3/8" X 1 /2" LAG BOLTS @ 8"O.C. (TYP.) CKT #26 ALL CABLE TRAY TO BE 18" LADDER TYPE ZINC CHROMATE. 90" AFF UNISTRUT APPROX. 48" O,C. ATTACH 3/8" X 1/2" LAG BOLTS @ 8"O.C. (TYP.) MOD. 4 CKT #16 VERIZON WIREL UNMANNED FIRESTOP CABLE PENETRA IN 2HR RATED WALL CKT #28 4'-2" #28 #18 FACT ITY ENERAT R ROOM Li NOTE: Cl UITS IN THIS RM. COME FROM NEXTEL PANEL MO . 2 C A-4 D4)200A CIRCUIT BREAKERS 1) 100A CIRCUIT BREAKER GENERATOR NATURAL GAS 250 KW KATOLIGHT N255FGX4 16 x16 WIRE TROUGH CKT HEAT DETECTOR GENTEX 7100HF LOCKOUT GENERATOR UPON DETECTION OF HEAT. T-MOBILE ROOM BREAKER PANEL SCHEDULE: VOLTS: 120/240 WIRE: 3 RMS: 10 K NEUTRAL BAR: YES BRANCH CB: 42 NEMA TYPE: 1 MFR: "D" 200 A ILC PHASE: 1 AMP: 200 MAIN CB AMP: 200 GROUND BAR: YES KEY ,LOCK: NO MOUNTING: SURFACE CU SUS A WATTS B CIRCUIT DESCRIPTION CONDUCTOR POLES C.B. CKT. # C.B. POLES CONDUCTOR CIRCUIT DESCRIPTION A WATTS B 4521 AC-1 5 TON 2 #6+ #10 C 2 60 1 2 60 2 2 #6+ #10 G AC-2 5 TON 4521 4521 3 4 4521 3168 DS-1 DISCONNECT 2 #6+ #10 G 2 50 5 6 50 2 2 64- #10 G DS-2 3168 3168 7 8 3168 b 9 10 20 1 2 #12 + G Receptacle 720 11 12 20 1 2 #12 + G Receptacle (GFCI) 180 13 14 20 1 2 #12 + G Smoke Detector 30 15 16 20 1 2 #12 + G Condensate pump 100 17 18 20 1 2 #12 + G Interior & Emerg. lights 360 19 20 20 1 2 #12 + G Power Relay 4 30 21 22 k 23 24 25,26 27 28 29 30 L 31 32 33 34 35 36 37 38 39 40 41 42 _4;99 7,689 7689 - -- TOTAL TOTAL --- 8,799 LOAD DESCRIPTION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD TOTAL CONNECTED LOAD BY PHASE - PHASE A = 16,488 LIGHTS_ 360 1.25 450 PHASE B-15,688 RECTIFIER 1,00 p RECEPTS _0 900 too 900 MISC. 160 16O TOTAL CONNECTED LOAD AMPS = 69.9 HVAC 15,378 1. 0 15,378 TOTAL DEMAND LOAD AMPS = 70.3 TOTAL 16,798 16,888 NEXTEL ROOM BREAKER PANEL SCHEDULE: NOTE; NEXTEL ROOM � GENERATOR ROOM ELECTRICAL. ACCESSORIES ARE FED FROM THIS PANEL. VOLTS: PHASE: 120/240 1 WIRE: 3 AMP: 200 RMS: 10 K MAIN CB AMP: 200 NEUTRAL BAR: YES GROUND BAR: YES BRANCH CB: KEY LOCK: 42 NEMA TYPE: NO MOUNTING: 1 MFR: "D" 200 A ILC SURFACE CU BUS A WATTS B CIRCUIT DESCRIPTION CONDUCTOR POLES C.B, CKT. # C.B. POLES CONDUCTOR CIRCUIT DESCRIPTION A WATTS B 4521 AC-1 5 TON 2 #6+ #10 G 2 60 1 2 6O 2 2 #6+ #10 G AC-2 5 TON 4521 4521 3 4 4521 3168 DS 3 DISCONNECT 2 6+ #10 G 2 50 5 6 50 2 2 6+ 10 G DS 4 3168 3168 7 8 3168 1000 POWER DROP #1 - RECTIFIER 2 #10+ #10 G 2 30 9 10 20 1 2 #12 + G Interior & Emerg. lights 360 1000 11 12 20 1 2 #12 + G Receptacle 1080 14000 ' , POWER DROP #2 - RECTIFIER 2 #10+ #10 G 2 30 13 14 20 1 2 #12 + G Receptacle (GFCI) 180 1000 15 16 20 1 2 #12 + G Smoke Detector 60 1000 POWER DROP #3 - RECTIFIER 2 #10+ #10 G 2 30 17 18 20 1 2 #12 + G Heat Detector 15 1000 19 20 20 1 2 #12 + G Natural Gas Detector 70 1000 POWER DROP #4 - RECTIFIER 2 #10+ #10 G 2 30 21 22 20 1 2 #12 + G Battery Charger 300 1000 23 24 20 1 2 #12 + G Generator Heater 1000 1000 POWER DROP 5 -RECTIFIER 2 10+ 10 G 2 30 25 26 20 1 2 #12 + G Generator Rm, Receptacles 540 1000 7 28 20 1 2 #12 + G Generator Rm, Int. & Emerg. lights 360 1000 POWER DROP 6 - RECTIFIER 2 10+ 10 G 2 30 9 30 20 1 2 #12 + G Condensate pump 100 1000 1 32 20 1 2 #12 + G R2 Power relay 30 3 34 20 1 2 #12 + G Interior & Emerg. lights 360 35 36 20 1 2 #12 + G Power Relay4 30 37 38 39 40 41 42 11,689 !11689 TOTAL TOTAL --- **- 9,544 10,319 LOAD DESCRIPTION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD TOTAL CONNECTED LOAD BY PHASE - PHASE A = 21,233 LIGHTS 1,080 1.25 1,350 PHASE B=23,978 - RECTIFIER 8,000 1,00 8,000 RECEPTS 1,800 1.00 1,800 MISC. 1,605 1,605 TOTAL CONNECTED LOAD AMPS = 116.0 HVAC 15,378 1.00 15,348 TOTAL DEMAND LOAD AMPS = 117.0 TOTAL 27,863 28,103 SPRINT ROOM BREAKER PANEL SCHEDULE: VOLTS: 120/240 WIRE: 3 RMS: 10 K NEUTRAL BAR: YES BRANCH CB: 42 NEMA TYPE: 1 MFR: "D" 200 A ILC PHASE: 1 AMP: 200 MAIN CB AMP: 200 GROUND BAR: YES KEY LOCK. NO MOUNTING: SURFACE CU BUS A WATTS B CIRCUIT DESCRIPTION CONDUCTOR PULES C.B. CKT. # C.B. POLES CONDUCTOR CIRCUIT DESCRIPTION 1000 POWER DROP 1 - RECTIFIER 2 10+ 10 G 2 30 1 2 NMI 1000 3 4 1000 POWER DROP 2 - RECTIFIER 2 10+ 10 G 2 30 5 6 1000 7 8 1000 POWER DROP 3 - RECTIFIER 2 10+ 10 G 2 30 9 10 EM 1000 11 12 1000 POWER DROP 4 - RECTIFIER 2 10+ 10 G 2 30 13 14 15 16 1000 POWER DROP 5 - RECTIFIER 2 10+ 10 G 2 30 17 18 1000 9 20 _ 1000 POWER DROP #6 - RECTIFIER 2 #10+ #10 G 2 30 r 1 22 vvv +,Uvu "----- IVIAL LOAD DESCRIPTION CONNECTED LOAD DEMAND FA LIGHTS 0'0 1.25 RECTIFIER 8,000 1.00 RECEPTS 0.0 1.00 Misc, 0'0 . HVAC 0.0 1.00 TOTAL 8,000 WATTS TOTAL - --- 0.0 0.0 DEMAND LOAD TOTAL CONNECTED LOAD BY PHASE- PHASE A = 4,000 0,0 PHASE B - 4,000 �-'O0 O.O TOTAL CONNECTED LOAD AMPS - 33.3 0.0 TOTAL DEMAND LOAD AMPS w 33.3 1 8,000�, l r„ 1 1 1: KULLMAN One Kuliman Corporate Campus Lebanon, N.J. 08833 Ph:(908) 236-0220 Fax:(908) 236-8596 THIS DRAWING, AND THE DESIGNS IT ILLUSTRATES AND ALL CONCEPTS HEREIN ARE THE SOLE PROPERTY OF KULLMAN BUILDINGS CORP. NO PART OF THIS DRAWING OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING OR BY ANY INFORMATION STORAGE AND RETRIEVAL SYSTEM WITHOUT WRITTEN PERMISSION FROM THE OWNER, KULLMAN BUILDINGS CORP. 5 12107/06 CRN REVISIONS AS NOTED CRN 4 10/30/06 GFB REVISIONS AS NOTED CRN 3 10117/06 GFB ISSUED FOR CONSTRUCTION CRN 2 9/13106 CRN ISSUED FOR CLIENT REVIEW 1 8/14/06 RB ISSUED FOR CLIENT REVIEW N0. DATE BY REVISION CHK. DRAWING TITLE ELECTRIC PLAN & REFLECTED CEILING PLAN &PANEL SCHEDULES PROJECT NORTH JOB NUMBER Os-so4 DATE 1 SEP 06 DRAWN BY GFB i • s f e� i I Winn I A 411:01 1"'ITMel A Z WN O1` 14J t ' °F 124 DRAWING NUMBER ADD 1" PVC SLEEVE THRU WALL (HALO GROUND) #2 STRANDED GREEN INSULATED MOUNTED ON INSULATED STANDOFFS @2 FT. O.C. AROUND PERIMETER AND 8 FT. ABOVE FINISH FLOOR, — LEAVE 6' LONG COIL #2 SOLID TINNED FOR SITE TERMINATIONS AT EACH LOCATION SHOWN. #2 INS, STRANDED GREEN THHN TYPICAL OF (2) DROPS VILLAGE EQUIPMENT ROOM MASTER MOD, GROUND BAR INSTALL GROUND BRAID--J ON HINGE SIDE OF DOOR, `--46 INS GREEN THHN T-MOBILE UNMANNED EQUIPMENT ROOM #2 GREEN GROUND TO CABLE TRAY #2 INS. STRANDED GREEN THHN TYPICAL OF (6) DROPS MOD, 1 LEAVE 6' LONG COIL #2 SOLID TINNED FOR SITE TERMINATIONS AT EA, LOCATION SHOWN BUILDING GROUNDING EXTERIOR FACE OF BLDG. WALL DIA SCHEDULE PVC SLEEVE (FIREST( SLEEVE AFTER PULL11' GROUN #2 AWG Solid Tinned TO GRC -91 INSTALL GROUND IfRAID ON HINGE SIDE 0 DOOR. #2 GREEN GROUND TO CABLE TRAY HALLWAY III it MASTER MOD. GROUND BAR YO PVC PIPE TO BLDG. MASTED GROUND W/ #2 SOLID TINNED TYP. OF (4) LOC. #6 INS. GREEN THHN L4 #2 GREEN GROUND TO CABLE TRAY-----\\\,., }-�j—#6 INS. GREEN THHN TYP CONNECTION TO METAL OBJECTS. SPRINT / NEXTEL UNMANNED EQUIPMENT ROOM #2 INS. STRANDED GREEN THHN TYPICAL OF (3) DROPS MOD. 2 GROUNDING CABLE PENETRATION DETAIL #2 AWC GREEN INSULATED STAR STRANDED COPPER WIRE OUTSI[ GROUNDING BRAID TO HALO ow J 2 HOLE COMPRESSION DOOR FRAME-`_'_- LUG (TYP) Door Conn. Detail M31111111=01"I" III 1111wel DOUBLE CRIMP TYPE 'C' TAP (TYP,) BONDING CONDUCTOR EXPOSED BARE COPPER TO BE KEPT TO ABSOLUTE MIN, NO NSULATION ALLOWED WITHIN THE COMPRESSION LUG El: LEAVE 6' LONG COIL #2 SOLID TINNED FOR SITE TERMINATIONS AT EACH LOCATION SHOWN, (HALO GROUND) #2 STRANDED GREEN INSULATED MOUNTED NTED ON INSULATED STANDOFFS @2 FT, Q.C. "'u AROUND PERIMETER AND 8 FT. ABOVE FINISH FLOOR, #2 GREEN GROUND TO CABLE TRAY INSTALL GROUND BRAID' ON HINGE SIDE OF DOCI MASTER MOD, VERIZON WIRELESS GROUND BAR UNMANNED EQUIPMENT ROOM #6 INS. GREEN THHN #2 INS, STRANDED GREEN THHN fi TYPICAL OF (3) DROPS — — — — — — — — — — — — -- I MASTER MOD, GROUND BA i I I #6 INS. GREEN THHN TYP CONNECTION TO INSTALL GROUND BRAID ON HINGE METAL OBJECTS. SIDE OF DOOR. INS. GREEN THHN CINGULAR UNMANNED EQUIPMENT ROOM FACILITY MOD. 3 i ( GENERATOR ROOM WiREWAY (TYP) (1) BOND AT EACH WALL #2 GREEN GROUND TO CABLE TRAY—,,,, —#2 INS, STRANDED GREEN THHN#2 INS. STRANDED GREEN THHN TYPICAL OF (3) DROPS MOD. 3 ��f0 PICAL OF (5) DROPS MOD, 4 — — — --- — — — — — — — ffM- BI-DIRECTIONAL BONDING CONN. DETAIL GROUND CONDUCTOR LUUirivir-w SURFACE OR BUSBAR Lug Conn. Detail LEAVE 6' LONG COIL #2 SOLID TINNED FOR SITE TERMINATIONS AT EA. LOCATION SHOWN — #12 MTG, SCREW (TYP.) CABLE TIE TYPICAL BI—DIRECTIONAL BONDING CONNECTION MINIMUM 12" RADIUS BEND NON —OXIDIZING AGENT (TYP) #6 AWC GREEN INSULATED STRANDED COPPER WIRE ------- 2 HOLE COMPRESSION LUG (TYP) CCIIe Tray Detail (SEE DETAIL 5/E-2) CINGULAR ROOM BREAKER PANEL SCHEDULE - VOLTS: PHASE: 120/240 WIRE: 1 AMP- 3 RMS: 10 K 200 MAIN CB AMP: 200 NEUTRAL BAR: YES GROUND BAR: YES BRANCH CB: KEY LOCK: 42 NEMA TYPE: 1 MFR: "D" 200 A ILC NO MOUNTING: SURFACE CU BUS A WATTS B CIRCUIT DESCRIPTION CONDUCTOR POLES C.B. CKT. # C.B. POLES CONDUCTOR CIRCUIT DESCRIPTION A WATTS 8 4521 AC-1 (5 TON) 2 W76 + W11 U G 2 60 1 2 60 2— ­776-T #10 G AC-2 (5 TON) 4�521 4521 3 4 4521 3168 DS 5 2 #6+ #10 G2 50 5 6 50 2 2 #6+ #10 G DS 6 3168 3168 7 8 3168 9 10 2lights 360 L 11 1 121 20 1 2 #12 + G Receptacle 720 k. 131 14 1 20_ —1 —2 #12 + G Receptacle (GFCI) 180Y 15 16 20 1 2 #12 + G Smoke Detector 30 17 18 20 1 2 #12 + G Condensate pump 100 19 20 '20 1 2 #12 + G Power Relay 4 30 21 , 22 MIMI 23124 25126 27 28 F 29 30 31 32 r 33 34 1 NMI L 35 36 1 F 37 38 1 L 39 _40_ 41 42 7,699— 7,689 TOTAL LOAD DESCRIPTION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD TOTAL TOTAL CONNECTED LOAD BY PHASE — PHASE A = 16,018 8,329 7,489 LIGHTS 360 1.25 450 PHASE 8 15,178 RECTIFIER 0 1.00 0 RECEPTS 900 1.00 900 MISC. 160 1.00 160 TOTAL CONNECTED LOAD AMPS = 69,9 HVAC 15,378 1.00 15,378 --+TOTAL DEMAND LOAD AMPS = 70.3 1 TOTAL 16,798 16,888 LLI VERIZON ROOM BREAKER PANEL SCHEDULE: VOLTS: PHASE: 120/240 1 WIRE: 3 RMS: 10 K AMP: 200 MAIN CB AMP: 200 NEUTRAL BAR: YES GROUND BAR: YES BRANCH CB: KEY LOCK: 42 NEMA TYPE: NO MOUNTING: 1 MFR. "D" 200 A ILC SURFACE CU BUS A WATTS B CIRCUIT DESCRIPTION CONDUCTOR POLES C.B. CKT. # C.B, POLES CONDUCTOR CIRCUIT DESCRIPTION A WATTS B 4521 Lr —�15 TON) 2 #6+ #10 G 2 !6� 0, 1 2 0 —2-- 2 #6+ #1FG AC-2 (5 TON) 4521 4521 3 4 4521 3168, DS 7 2_#6+ #10 G 2 50 F5 6 50 2 2 #6+ #10 G DS 8 3168 3168 L 7 3168 1000", POWER DROP #1 — RECTIFIER 2 #10+ #10 G 2 30 9 10 20 1 2 #12 + G Interior & Emerg, lights 360 1000 11 12 20 1 2 #12 + G Receptacle 720 1000 POWER DROP #2 — RECTIFIER 2 + #10 G 2 30 F 131 14 20 1 2 #12 + 0 (GFCI) 180 1 1000 L 151 16 20 1 2 #12 —Receptacle Smoke Detector 30 1000 POWER DROP #3 —RECTIFIER 2 #10+ #10 G —2 30 17 18 20 1 1 2 #12 + G Condensate pump 100 1000 19 20 20 1 2 #12 + G Power Relay 4 100 1000 POWER DROP #4 — RECTIFIER 2 #10+ #10 G 2 30 F 21 22 1 30 2 2 #10+ #10 G POWER DROP #9 RECTIFIER 1000 00 L 23 24 1 1000 1000 POWER DROP #5 — RECTIFIER 2 #10+ #10 G —2 30 r 25,26 1000 L 27128 1000 � POWER DROP #6 — RECTIFIER 2 #10+ #10 G 2 30 F 29 130 1000 31 32 1000 POWER DROP #7 — RECTIFIER 2 #10+ TO ­G_ 2 30 r 33 134 L 35 1_3_6 1000 POWER DROP #8 — RECTIFIER 2 #10+ #10 G 2 30 37 38 1000 _39 40 41 TOTAL LOAD DESCRIPTION CONNECTED LOAD DEMAND FACTOR _42 DEMAND LOAD TOTAL TOTAL CONNECTED LOAD BY PHASE PHASE A = 25,018 9,329 9,539 LIGHTS 360 1.25 450 PHASE B =25,228 RECTIFIER 18,000 1.00 18,000 RECEPTS 900 1,00 900 misc, 230 230 TOTAL CONNECTED LOAD AMPS = 145.3 HVAC 15,378 17 TO— 75�3 7 _8 TOTAL DEMAND LOAD AMPS = 145.6 TOTAL 34,868 f! 34,958 VILLAGE ROOM BREAKER PANEL SCHEDULE: VOLTS: 120/240 WIRE: 3 RMS: 10 K NEUTRAL BAR: YES BRANCH CB: 24 NEMA TYPE: 1 MFR: "D" 200 A ILC PHASE: 1 AMP: 100 MAIN CB AMP: 100 GROUND BAR: YES KEY LOCK: NO MOUNTING: SURFACE CU BUS A WATTS 8 CIRCUIT DESCRIPTION CONDUCTOR POLES C-8. CKT. # C,B. POLES CONDUCTOR CIRCUIT DESCRIPTION A WATTS B 360 INTERIOR & EMERG, LIGHTS 2 #12+ G 1 20 1 2 -EM 720 RECEPTACLE 2 #12+ G _1 20 3 1 4 70 §=1_ EXTERIOR LIGHT 2 #12+ G 1 20 5 —7 1 6 MWE" 15 SMOKE DETECTOR 2 #12+ G 1 20 1 8 LOAD DESCRIPTION LIGHTS RECTIFIER RECEPTS misc, HVAC TOTAL Al CONNECTED LOAD 430 0 720 1b 0 ffdw FACTOR DEMAND LOAD TOTAL CONNECTED LOAD BY PHASE — PHASE A = 910 25_ 538 PHASE 8 = 735 Yo— 0 TOTAL CONNECTED LOAD AMPS = 4.9 0 TOTAL DEMAND LOAD AMPS = 5.3-- 1,273 R. M4,N "U", 3k ASW)CAT;� C KULLMAN One Kullman Corporate Campus Lebanon, N.J. 08833 Ph:(908) 236-0220 Fax:(908) 236-8596 THIS DRAWING, AND THE DESIGNS IT ILLUSTRATES AND ALL CONCEPTS HEREIN ARE THE SOLE PROPERTY OF KULLMAN BUILDINGS CORP, NO PART OF THIS DRAWING OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING OR BY ANY INFORMATION STORAGE AND RETRIEVAL SYSTEM WITHOUT WRITTEN PERMISSION FROM THE OWNER, KULLMAN BUILDINGS CORP. 5 12107106 CRN REVISIONS AS NOTED CRN 4 10/30/06 GFB REVISIONS AS NOTED CRN 3 10117/06 GFB ISSUED FOR CONSTRUCTION CRN 2 9113/06 CRN ISSUED FOR CLIENT REVIEW 8114/06 IRS ISSUED FOR CLIENT REVIEW NO. DATE BY REVISION CHK DRAWING TITLE GROUNDING & PANEL SCHEDULES PROJECT NORTH JOB NUMBER 06-504 DATE I SEP 06 DRAWN BY GFB PROJECT NAME NY SITE NUMBER: NY - 1826 Equipment Shelter for Purchase Blindbook 938 King Street Rye Brook, NY 10573 30' x 50' CO -LOCATE SHELTER W/ GENERATOR L u 01 0 I 2-1,va'00 . I I I DRAWING NUMBER I LEAD LAG CONTROLLER EXTERNAL ALARM TERMINALS MTD, HORIZONTAL ON TELCO BRD. GROUND BAR 2" POWER CONDUIT CABLE PORT DOOR CONTACT 00 INTERIOR ELEVATIONS MOD. 1 E-3 SCALE: 1 /4" = 1'-0 .DOOR CABLE PORT CONTACT 2" POWER CONDUIT GROUND BAR -- -- --� r F CO2 FIRE EXT s 00 INTERIOR LIGHT SWITCH��� CONDENSATE PUMP RECEPT. r_2'N� INTERIOR ELEVATIONS MOD. 2 SCALE: 1 /4 = 1'-0" F TERMINATE 12 CIRCUITS PROVIDED W/ ONE GROUND WIRE PER CIRCUIT. _s LABEL THE BREAKER NO. ON THE WIRES, PROVIDE (12) INDIVIDUAL SEAL TIGHT DROPS (6 FT, LONG MIN.) FOR RECTIFIER DROPS FROM TROUGH RECTIFIER DROPS, (6) '= CIRCUITS FOR SPRINT, & (6) CIRCUITS FOR NEXTEL SPRINT / NEXTEL EQUIP. ROOM O G FAUX LOUVER BEYONDf U.,_._. T-MOBILE ° EQUIPMENT ROOM LEAD LAG CONTROLLER U EXTERNAL ALARM TERMINALS MTD. HORIZONTAL ON TELCO BRD--------v 2'-6„ FAUX LOUVER HIGH TEMP ALARM LOW TEMP ALARM TELCO GROUND BP 4'x8'x3/4" PLYWOOD BACKBOARD PAINTED F.R. FLAT BLACK 00 200 T-MOBILE Amp Elect. ■ EQUIPMENT ROOM Panel H AHU-2 AHU-1 2'-8" 2" POWER CONDUIT (2) 1 1/4" POWER CONDUIT 1-------DOOR CONTACT HALLWAY M CO2 FIRE EXTINGUISHER INTERIOR LIGHTS AND SWITCH OVERRIDE FOR EXTERIOR LIGHT SURGE ARRESTOR -- -' BUILDING MASTER---F VILLAGE EQUIPMENT `100 AMP GROUND BAR ROOM (WALL ELECT. PANEL REMOVED) j (4) 2" POWER nnnln 11T 0 4" TEL. CONDUIT (4) 2" POWER GROUND BAR l���J CONDUIT (2) 2" POWER —CABLE PORT CABLE PORT ICONDUIT OKDOOR EXTERNAL ALARM CONTACT GROUND BAR TERMINALS MTD. HORIZONTAL ON TELCO BIRD. DOOR CONTACT- - LEAD LAG CONTROLLER CO2 FIRE = OoIs �1_ EXTINGUISHER7mz�7 i : FAUX HIGH TEMP ALARM iLOUVER 1, CO2 FIRE LOW TEMP ALARM �I BEYOND ❑ CINGULAR VERIZON i EXTINGUISHER T�LcO B ILC ILC BARD TELCO GROUND00 BAR AHU-2 AHU-1 4" TEL, CONDUIT CINGULAR CINGULAR ° EQUIP. ROOM EQUIP. ROOM CINGULAR 4'_2" 4'x8'x3/4" PLYWOOD BACKBOARD CONDENSATE PUMP RECEPT. If INTERIOR LIGHT SWITCH EQUIP. ROOM PAINTED F.R. FLAT BLACK I"IT17n1nn 1 I/11_IT C ,A/I T(I1 1 ___j 3 INTERIOR ELEVATIONS MOD. 3 E-3 SCALE: 1 /4" = 1'-0" OM WIRE TROUGH 16" x 16" 200A MAIN DISCONNECT, TYP OF 6 HU-2 AHU-1 T. _ . O1— f CONDENSATE PUMP RECEW� FLOOR OPENING SEE DWG. S-2 FOR DETAIL 4 INTERIOR ELEVATIONS MOD. 4 737SCALE: 1/4' = 1'-0°' r-- DOOR CONTACT LM 1 LM 2 LM 3 � as o OPERATIONAL m LOUVERS GENERATOR ROOM INTERIOR LIGHTS AND SWITCH OVERRIDE FOR EXTERIOR LIGHT VERIFY LOCATION W/ DISCONNECTS MAIN DISCONNECTS (D OPERATIONAL EXHAUST LOUVERS LM 4 GENERATOR ROOM NATURAL GAS DETECTOR 9 t �0 GENERATOR ROOM IIY I1Li\1. 111\ 1_1lll f 1 JYYI Il l 1 `R ti UA \..✓' UM 0 MOD. 1 MOD. 2 IqK3l [MN:4 APPRO OVE EC 2 KEY PLAN s p �g� T i t�'�tIC i E-3 NTS KULLIVU%N One Kullman Corporate Campus Lebanon, N.J. 08833 Ph:(908) 236-0220 Fax:(908) 236-8596 THIS DRAWING, AND THE DESIGNS IT ILLUSTRATES AND ALL CONCEPTS HEREIN ARE THE SOLE PROPERTY OF KULLMAN BUILDINGS CORP. NO PART OF THIS DRAWING OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING OR BY ANY INFORMATION STORAGE AND RETRIEVAL SYSTEM WITHOUT WRITTEN PERMISSION FROM THE OWNER, KULLMAN BUILDINGS CORP. 5 12107106 CRN REVISIONS AS NOTED CRN 4 10/30/06 GFB REVISIONS AS NOTED CRN 3 10/17/06 GFB ISSUED FOR CONSTRUCTION CRN 2 9/13106 CRN ISSUED FOR CLIENT REVIEW 1 8/14/06 RB ISSUED FOR CLIENT REVIEW NO. DATE BY REVISION CHK. DRAWING TITLE INTERIOR ELEVATIONS PROJECT NORTH i •c i• i9 DATE t. PROJECT NY SITE NUMBER: NY - 1826 Equipment Purchase Blindbook 8 g Street Rye Brook, i'x 50'CO-LOCATE SHELTER W1 GENERATOR LE Ivi YONI �Y �'� �Yu"tr t : Ole DRAWING NUMBER EM3 KULLMAN One Kullman Corporate Campus Lebanon, N.J. 08833 Ph:(908) 236-0220 Fax:(908) 236-8596 (2) 1-1/4" POWER CONDUIT FAUX WINDOW 100A ATS OUTSIDE PANEL kl is "J. I SS VILLAGE EQUIP. ROOM HALLWAY Uj /--MATELINE HEADERS SEE DWG A-5 1 � INTERIOR ELEVATIONS E-4 ) SCALE: 1/4" = 1'-0" 1 2 - CO2 FIRE - FRONT EXTINGUSHER DOORS C, KEEP THIS WALL CLEAR TO RECEIVE FUTURE EQUIPMT. BY OTHERS 4" TEL. CONDUIT PARTITION @ T-MOBILE MOD. 1 HALLWAY MOD. 1 BEYOND 2 CONDUIT TRAY SECTION E-4 SCALE: 1" = 1'-0" (2) 2" ELECTRIC POWER rnmnilIT (qPPINIT`I 3 CONDUIT TRAY SECTION E-4 SCALE: 1" = 1'-0" EXTERNAL ALARM LU TERMINALS MTD. HORIZONTAL ON TELCO BIRD, MATELINE HEADERS SEE DWG A-5 LEAD LAG CONTROLLER FAUX WIND; OUTSIDE .. ... .... —HIGH TEMPIIALARM LOW TEMP ALARMTEL'CO:,: H —TELCO Gj,IfUUNU . .. ......... BAR L tt VERIZON ROOM 4'x8'x3/4" PLYWOOD BACKBOARD PAINTED F.R. FLAT BLACK 4'-2" TERMINATE 9 CIRCUITS PROVIDED W/ ONE GROUND WIRE PER CIRCUIT, LABEL THE BREAKER NO. ON THE WIRES. PROVIDE 3/4" DIA. SEAL TIGHT (4 FT. LONG MIN.) FOR RECTIFIER DROPS FROM BOTTOM OF TROUGH 5 POWER DISTRIBUTION PLAN E-4 SCALE: 1/4" = 1'_0" 5 KEY Y PLAN E-4 N.T.S. APPROVED JJL C 2006 THIS DRAWING, AND THE DESIGNS IT ILLUSTRATES AND ALL CONCEPTS HEREIN ARE THE SOLE PROPERTY OF KULLMAN BUILDINGS CORP. NO PART OF THIS DRAWING OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING OR BY ANY INFORMATION STORAGE AND RETRIEVAL SYSTEM WITHOUT WRITTEN PERMISSION FROM THE OWNER KULLMAN BUILDINGS CORP. 5 12JO7106 CRN REVISIONS AS NOTED CRN 4 101006 GFB REVISIONS AS NOTED CRN 3 10/17/06 GFB ISSUED FOR CONSTRUCTION CRN 2 9113106 CRN ISSUED FOR CLIENT REVIEW V 1 8/14/06 RB ISSUED FOR CLIENT REVIEW NO. I DATE BY REVISION CHK DRAWING TITLE INTERIOR ELEVATIONS & POWER DISTRIBUTION PLAN & DETAILS PROJECT NORTH D JOB NUMBER 06-504 DATE I SEP 06 DRAWN BY GFB PROJECT NAME NY SITE NUMBER: NY - 1826 Equipment Shelter for Purchase Blindbook 938 King Street fAye Brook, NY 10573 30'x 50'CO-LOCATE SHELTER W/ GENERATO DRAWING NUMBER Em4 Alarm Interconnect TO NEUTRAL BUSS Ktlb� TO TELCO BLOCK R4 TERMINAL 2 - REMOVE FACTORY INTALLED JUMPER NIGH C 3 MARVAIR COMMSTAT 3 BUILDING 4 (INPUT) CLIMATE CONTROL TEMP FROM SMOKE POWER C DETECTOR UNIT 1 UNIT 2 ALARM NC LOR LOR OO G W C Y R OO G W C Y R m - m d m m NOTE: SD IN HALLWAY TO GO TO THE NEXTEL PANEL LINE R 240 LOAD VOLT YM NORMAL BREAKER OR MAIN CIRCUIT BREAKER TO TELCO BLOCK TERMINAL 3 LOCATED IN EACH INTEGRATED LOAD CENTER R4 COMSTAT 3 5 rBUILDINGEMP45 POWER FAIL ALARM SURGE ARRESTOR COMSTAT 3 25 F 26 Q NC 3 29 28 R1 CARRIER LOR AHU 1 (INDOOR) O O 6W666 LOR CARRIER 00 G W C Y R AHU 2 (INDOOR) CONNECT TO INDOOR UNIT, &LEAVE LOW TEMP DIAL I i 10' LONG COIL OF WIRE FOR ( CONNECTION OF OUTDOOR UNIT BY Y OTHERS. R CARRIER CARRIER COMPRESSOR 1 (OUTDOOR) COMPRESSOR 2 (OUTDOOR) E MOTE: ALL ALARM AND CONTROL WIRING TO BE 18 GA. STRANDED NOT TO SCALE 2" CONDUITS BY KBC TO BOTTOM OF MODULE (WIRING BY OTHERS) (3) #10 & (1) #10 GND IN J" C. TYP. OF (2) ONE-L_GE DIAGRAM SCALE: N. T.S. 29 1 'I` 30 ATS AUX DISREGARD CONTACTS I FOR T—MOBILE NOTES: R1 = DPDT 240 VAC R4 = DPDT 120 VAC DOOR CONTACT EQUIP. ROOM 1/C- #18 AWG ALL ALARMS ARE NORMALLY CLOSED WHEN BUILDING IS ENERGIZED USER ALARM TELCO ALARM BLOCK No. DESCRIPTION - DESIGNATION POINT 1 2 1 SMOKE R4 CONTACTS 5 & 8 3 4 2 SECOND HVAC RUNNING COMSTAT 3 5 3 8 3 HVAC POWER FAIL COMSTAT 3 8 9 4 HIGH TEMP DAYTON SENSOR 10 5 LOW TEMP DAYTON SENSOR 25 6 6 SURGE SUPPRESSION SURGE ARRESTER TERM. 27 28 7 LOSS OF COMMERCIAL R1 CONTACTS 1 & 3 7 POWER 29 8 ATS TRANSFER 8 TO EMERGENCY ATS AUX CONTACT 9 9 INTRUSION DOOR CONTACTS 10 CONDENSATE CONDENSATE PUMP 10 PUMP ALARM ALARM CONTACTS NC & NO NC I 'I- c 1201 C. PUMP CONTACTS NOTE: MODIFY FACTORY WIRING IN CONDENSATE PUMP TO ENSURE NC ALARM CONTACT IS CONNECTED NOT a ROOM METER BANK BY UTILITY COMPANY SITE INSTALLED WORK BY UTILITY COMPANY WORD BY KBC INCOMING POWER DISCONNECTS LOCATED IN GENERATOR ROOM 2" CONDUITS W/ (3) 3/0 & #6 GND IN 1 Y4" " CONDUIT W/ (3) #2 & #6 GND IN (4) INTEGRATED LOAD CENTERS INCLUDES 200A, 42 CKT BREAKER PANEL, EMERGENCY AND NORMAL POWER 200A MCBS, ATS, AND (1) SURGE SUPPRESSOR, BY INTERSECT 2" CONDUITS W/ (3) 3/0 & #6 GND 1 Y4"" CONDUIT W/ (3) #2 & #6 GND GENERATOR NATURAL GAS 255 KW KATOLIGHT N255FGX4 VILLAGE MOD, 1 ATS REMOTE START i E GENERATOR ANNUNCIATOR E PANEL REMOTE START (4)X @ CARRIER INTERSECT ILC LOCATIONS ILC REMOTE STARTS [ I_`71 E j I GENERATOR ANNUNCIATOR F1 PANEL REMOTE START f 1 2AMP FUSE LINE LINE LINE LINE LINE HU e e D OA L A 0 GENERATOR GENERATOR GENERATOR GENERATOR GENERATOR BREAKER BREAKER BREAKER BREAKER BREAKER O 0 0 O E° O � � ' (W W W NOTES: 1. GROUNDING AND INSTALLATION PER NEC AND LOCAL CODES. 2. SEE RELEVANT PLAN FOR GENERAL ROUTING OF ALL CONDUITS. DETERMINE EXACT ROUTINGS IN FIELD. 3. ALL OUTDOOR ELECTRICAL ENCLOSURES TO BE MINIMUM NEMA 3R RATED. ALL COVERPLATES SHALL BE WEATHERPROOF. 4. ACCESS CLEARANCE FOR ANY ELECTRICAL EQUIPMENT SHALL BE MIN. 3'-0". NOTES: R2 = DPDT 120 VAC R5 = DPDT 24VAC INTAKE LM 1 wh INTAKE LM wh INTAKE LM 3 wh (blk EXHAUST LM 4 wh TO NEUTRAL BUSS IN GENERATOR PANEL Door Contact Generator Room M 11, ViO/BIk TO Vio NEUTRAL blk gray BUSS Shut FROM NEXEL PANEL Down MO bm b1k Heat wht Detector gm — - q" Sq. J—BOX FROM NE EL PANEL GENERATOR ROOM MOD.2 CKT #18 F0 _ [7 ALL ALARMS ARE NORMALLY CLOSED WHEN BUILDING IS ENERGIZED kFi ALARM No. TELCO ALARM BLOCK DESCRIPTION DESIGNATION POINT 13 14 1 GENERATOR FAIL DRY CONTACT BOX 15 2 tg GENERATOR RUNNING DRY CONTACT BOX tg � NATURAL GAS LEAK RELAY R5 TERM. 1 & 3 y. FIRE R2 CONTACTS 5 & 8 __j2'6— 29 30 INTRUSION DOOR CONTACTS 6 s 7 7 8 8 9 9 i0 _ t0 t1 11 12 13 13 14 T4 15 15 16 16 17 17 18 18 19 19 20 20 R2 KATOLIGHT GENERATOR CONTROL ENCLOSURE WIRE #9 ON TB-1 EMERGENCY STOP PUSHa#EV91�MICAL BLOCK BUTTON ON ENGINE NTROL BOARD I DRY CONTACT BOX I 1 GENERATOR _ 13 ` FAIL 14 t Rty 1 15 GENERATOR RUNNING 16 L-i -L NATURAL GAS DETECTOR MACURCO 4SI-GVC XFRMR 120VAC/24VAC FROM NEXTEL PANEL CKT # 20 N NOTE: ALL ALARM AND CONTROL WIRING TO BE 18 GA. STRANDED K'2 '-� GENERATOR WIRING DIAGRAM E-5 J NOT TO SCALE N u' lH zx �xsS %R 3q� T apf'en VO A KULLMAN One Kuliman Corporate Campus Lebanon, N.J. 08833 Ph:(908) 236-0220 Fax:(908) 236-8596 THIS DRAWING, AND THE DESIGNS IT ILLUSTRATES AND ALL CONCEPTS HEREIN ARE THE SOLE PROPERTY OF KULLMAN BUILDINGS CORP. NO PART OF THIS DRAWING OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING OR BY ANY INFORMATION STORAGE AND RETRIEVAL SYSTEM WITHOUT WRITTEN PERMISSION FROM THE OWNER, KULLMAN BUILDINGS CORP. 5 12/07/06 CRN REVISIONS AS NOTED CRN 4 10/30/06 GFB REVISIONS AS NOTED CRN 3 10117/06 GFB ISSUED FOR CONSTRUCTION CRN 2 9/13106 CRN ISSUED FOR CLIENT REVIEW i 1YI4101 RB ISSUED FOR CLIENT REVIEW NO. DATE BY REVISION CHK. DRAWINGTITLIE LOW VOLTAGEALARM WIRING DIAGRAM SINGLE LINE DIAGRAM PROJECT NORTH JOB NUMBER 06-504 DATE 1 SEP 06 DRAWN BY GFB PROJECT NY SITE NUMBER: NY - 1826 Equipment • Purchase : !book 938 King Street Rye Brook, 1 x 5V CO -LOCATE GENERATO F Qg �¢ T V R^ « +e N Ilke�a�� �j t .40, DRAWING NUMBER E=5 WWF 4x4 W2.9xW2 T/CONC 3/4" CHAMFER SCALE 1 /4" — 1'—O" 3 M-1 M-1 .1 SCALE: 3/4" = 1'-O" EW CONDENSOR W 3'-2'x3`-6" CONC. 0 (BY OTHERS) - riN GRADE 7 EQUIPMENT SHELTER CTED (STONE RS) i cu auD%zimmur- kBY OTHERS) SECTION (C '_) �'���� C E E T E E A E� SCALE: 3/4" = 1'-O" L/V-J COORDINAI-E ALL DISCOMNEC-I- S'WIl H CLEARANCES CES B FEN THE A/C UNITS I{.) iiNSURIE EASE OF C)PERAlION (!YP) RETURN AIR FILTER ACCESS oc CIS CONDENSATE PUMP - N c AHU-1 M-1 r�SCALE: 3/4" = i'-O" AHU-2 01 51-6„ ...................w.......... _--- _..-------------- _-------- ..... ;.... _... _......................................... _.......................I $ 4 i I i AHU-1 F AHU- I , I ' I _ —rt___— _..________..______—______ -____n_ m____—_____—---------- —__a i 4 )ND. PAN PLAN M-1 "' SCALE: 3/4" = 1'-0" 01 l �Lj COC N ' E ALI DISCONNECT Sltd T CN Cl _ARANCES BE MEN TIFF A/C UNITS �TC INSURE EASE CAE OPERATION (TYC') COPPER REFRIGERANT PIPING 1-1/8" SUCTION & 318" LIQUID TO AC-1 & AC-2. INSULATE LINES W/1" THK CLOSED CELL INSULATION CONDENSATE DRAIN ? PVC (TYP) SLOPE DRAIN a" PER FT. FROM PUMP TO BLDG. EXTERIOR NOTE: ALL PIPING FOR A/C UNITS, CONDENSERS, & CONDENSATE LINES ARE N.I.C. AND INSTALLLED BY THE SITE CONTRACTOR. A1C CONDENSERS ARE TO BE PROVIDED BY KBC, AND INSTALLED BY OTHERS. NATURAL GAS SERVICE ENTRANCE 3" WALL SLEEVE FOR 2" GAS PIPE. KBC PROVIDES PIPE FROM GENSET TO WALL SLEEVE. SEAL SLEEVE AFTER INSTALLING PIPE. FIN CEILING r � t SG-1 (12 X 20) 23" X 11" SUPPLY DUCT 18 GA. PAINTED FLEX CONNECTION ACCESS PANEL r w r ! • i i ! r go ilk I FIN FLOOR r ► A r ti• + , r CONDENSATE SECONDARY CONTAINMENT PAN 16 GA. GALVANIZED STEEL PAN W/ 3" HIGH LIP. ire NOTE: VERIFY LENGTH AND DEPTH AFTER RECEIPT OF AHUs SEAL ALL PENETRATIONS THRU PAN EEG'EN'I-) J t_'HEE�JEE {-)E ME(--;NA�'t:l C'AL E OUPMEN T - - _..-----------._._-.-...- SYMBOL ---.__--------------------------------_- __...---------- ---.. __ MANUFACTURER RER ..._--------------------------------- ---------- -__ ...._... - --------------------------- MODE'_., No ---- _---------------------------------- ---------------- ----------------------------------------------------_-------...._...._........_.............._....._........-_.__......_-----------.._..-..-..----------------------------------------- DESCRIPTION ---------- _------ .....----------- _------ ..------------------------------ _-_.._------------- -------------------------- ------------------------- - -------------------------- - -_. AC-1 & 2 CARRIER 24APA56OA003 COMPRESSOR CONDENSER UNIT FOR AHU-1 BELOW. COPPER COIL WITH ALUMINUM FINS, EXTERNAL SERVICE, THERMAL j COMPRESSOR LIMIT, PROVIDE LT32 LOW AMBIENT KIT, BALL BEARING FAN MOTOR, WINTER START CONTROL, EVAPORATOR FREEZE THERMOSTAT, CRANKCASE HEATER, TXV KIT, REFRIGERANT FILTER DRYER. SYSTEM SHALL OPERATE TO O'F. I PROVIDE THE FOLLOWING ACCESSORIES: i - COMPRESSOR START ASSIST-CAPACITOR/RELAY TYPE - CRANK CASE HEATER s - CYCLE PROTECTOR - LIQUID SOLENOID VALVE - LOW -AMBIENT CONTROLLER { - WINTER START CONTROL - MOTOR MASTER CONTROL -CYCLE PROTECTOR t LOW PRESSURE SWITCH - HIGH PRESSURE SWITCH j AHU-1 & 2 CARRIER FV48NBOO6005 INDOOR AIR HANDLING UNIT 1600 CFM @ 0.125" ESP, i NOMINAL 5 TON COOLING CAPACITY 60,000 BTUH, 10.4 SEER AT 957 AT 80'FDB/67'WB PROVIDE 5KW ELECTRIC HEAT ELEMENT. MOUNT VERTICALLY AS SHOWN. DUCT AS SHOWN,! PROVIDE VIBRATION ISOLATION SUPPORTS. UL LISTED 120/24OV, 1-PH, 60 HZ PROVIDE RELAY SHUTDOWN PACK FOR CONNECTION; i TO SMOKE DETECTOR. HEAT STRIP INCLUDED. i i i SG-1 TITUS 300RS SUPPLY GRILLE - STEEL CONSTRUCTION WITH DOUBLE DEFLECTION PATTERN AND 3j4" BAR SPACING, 12"x2O" RG-1 TITUS 350ZRL RETURN GRILLE - STEEL CONSTRUCTION WITH 0' DEFLECTION AND 3/4" BAR SPACING, 20 x2O" LLG MARVAIR COMMSTAT 3 SOLID STATE LEAD/LAG CONTROLLER FOR TELECOM i REDUNDANT A/C SYSTEMS. ! *C- LITTLE GIANT VCM-20ULS i CONDENSATE PUMP 25 GPH @ 15' TDH. EQUIPPED WITH TANK 554425 AND OVERFLOW SAFETY SWITCH, 120V AND 6 FT. POWER CORD i Cam' SQUARE "D" SQ-D #DU322RB NON -FUSIBLE DISCONNECT SWITCH: 60A, 3P, 3W, NEMA 3R. DS-1, DS-2 I INSTALL PER MANUFACTURER'S REQUIREMENTS. I ENV[RONMENTAE CONTROL GENERAL N OTE SPACE -ENVIRONMENTAL CONTROL SEQUENCE SITE TEMPERATURE CONTROL IS TO BE PROVIDED BY (2) AIR CONDITIONING UNITS EQUIPPED WITH 1-STAGE HEATING/COOLING WALL THERMOSTAT PROVIDED BY CONTRACTOR. SYSTEM IS TO OPERATE 24 HOURS A DAY, 7 DAYS A WEEK, 365 DAYS A YEAR AND SHALL MAINTAIN SPACE Q 76 DEG. F. (+/- 2 DEG.). SYSTEM SHALL BE AUTO CHANGEOVER. CONTROLLER SHALL OPERATE THE UNITS AS FOLLOWS: AHU-1/AC-1 SHALL OPERATE AS THE PRIMARY UNIT WITH AHU-2/AC-2 IN RESERVE. IF AHU-1 /AC-1 FAILS TO MAINTAIN THE DESIGN TEMPERATURE FOR A PERIOD OF TEN MINUTES, THE CONTROLLER SHALL START AHU-2/AC-2 AND RUN ALL UNITS SIMULTANEOUSLY FOR A PERIOD OF THIRTY MINUTES, AFTER WHICH TIME IT WILL SHUT DOWN AHU-2fAC-2 AND OPERATE ONLY AHU-1/AC-1. THE CONTROLLER CYCLE WILL START AGAIN WITH THE INITIAL TEN MINUTE PERIOD. IN THE EVENT OF A SHUTDOWN OF AHU-1/AC-1 FOR ANY REASON, THE CONTROLLER SHALL RUN AHU-2/AC-2 CONTINUOUSLY, AS DETERMINED BY THE THERMOSTAT. 1. DESIGN CRITERIA: SUMMER OUTSIDE TEMPERATURE 95' FDB 66' FWB INSIDE TEMPERATURE 78' FDB 50' RH WINTER OUTSIDE TEMPERATURE 0' FDB INSIDE TEMPERATURE 74' FDB 2. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE LATEST ASHRAE AND BEST INDUSTRIAL STANDARDS. 3. ALL HVAC WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES HAVING JURISDICTION OVER THE CONSTRUCTION. 4. CONTRACTOR SHALL REPORT TO OWNER ANY OBSERVATIONS OR CONDITIONS WHICH ARE DISCOVERED IN THE BUILDING WHICH WOULD PREVENT THE FULLEST USE OF THE HVAC SYSTEM. 5. A MAINTENANCE LABEL MUST BE AFFIXED TO MECHANICAL EQUIPMENT. TWO COPIES OF A MAINTENANCE MANUAL FOR THE EQUIPMENT ITEMS SHALL BE PROVIDED TO THE CONSTRUCTION MANAGER BY THE CONTRACTOR. 6. EER RATING AND HEATING COMBUSTION EFFICIENCY RATING OF EACH HVAC UNIT SHALL COMPLY WITH STATE REQUIREMENTS. 7. ALL HVAC EQUIPMENT SHALL BE PROPERLY SUPPORTED AND ANCHORED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ISOLATE UNITS AND FANS FROM STRUCTURE WITH APPROVED VIBRATION MOUNTS. 8. ALL WEATHER EXPOSED EQUIPMENT, DUCTS, ETC., SHALL BE COMPLETELY WEATHERPROOFED. 9. PACK FIBERGLASS INSULATION AND SEALING MATERIAL, I.E. PERMAGUM, AROUND WALL SLEEVES AND PENETRATIONS TO RETAIN SOME FLEXIBILITY. 10, FIELD ROUTE AND SUPPORT ALL PIPING AT EXIST CEILING AS REQUIRED. 11. INSTALL PIPING AWAY FROM ALL ELECTRICAL, RADIO, AND TELEPHONE EQUIPMENT. 12. ALL CONDUIT AND LOW VOLTAGE (24 V) ALARM WIRING BY CONTRACTOR. 13. HVAC UNITS SIZE TO PROVIDE EQUIPMENT COOLING NOT FOR OCCUPANT COMFORT. 14. THE HVAC UNITS SHALL BE CONTROLLED BY A STANDARD LEAD -LAG CONTROLLER. THE HVAC UNITS AND THEIR CONTROLS SHALL BE CONFIGURED SUCH THAT NO CONDITION (INCLUDING FAILURE OF THE LEAD -LAG CONTROLLER) WILL ALLOW MORE THAN ONE HVAC UNIT TO START AT THE SAME TIME. CONTROLS SHALL BE DESIGNED SUCH THAT ACTIVATION OF A SMOKE DETECTOR SHALL SHUT DOWN THE ENTIRE HVAC SYSTEM. APPROVED xu goo-, } ' ➢\ 6 �' 1 .. KULLIVIAN One Kullman Corporate Campus Lebanon, N.J. 08833 Ph:(908) 236-0220 Fax:(908) 236-8596 THIS DRAWING, AND THE DESIGNS IT ILLUSTRATES AND ALL CONCEPTS HEREIN ARE THE SOLE PROPERTY OF KULLMAN BUILDINGS CORP. NO PART OF THIS DRAWING OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING OR BY ANY INFORMATION STORAGE AND RETRIEVAL SYSTEM WITHOUT WRITTEN PERMISSION FROM THE OWNER, KULLMAN BUILDINGS CORP. 5 12107106 CRN REVISIONS AS NOTED CRN 4 10/30/06 GFB REVISIONS AS NOTED CRN 3 10/17106 GFB ISSUED FOR CONSTRUCTION CRN 2 9/13106 CRN ISSUED FOR CLIENT REVIEW 1 8114/06 RB ISSUED FOR CLIENT REVIEW NO. I DATE BY REVISION CHK. DRAWING TITLE MECHANICAL PLAN PROJECT NORTH i i • •i•1 1 i i 1 s •� + •r DRAWING NUMBER mmi sEU LL MAN One Kullman Corporate Campus Lebanon, N.J. 08833 Ph:(908) 236-0220 Fax:(908) 236-8596 '11 l'), 11" 11' A" ,,, 'h a III F1 F11 I T F1 ill F1 I 08' x I W8 x 13 W8 x N8 x 3, FOUNDATION PLAN F SCALE 1/4" = 1'-0" F1 FOOTING MODULE LOAD 38 KIPS SOIL CAISSON 0 SQUARE FOOTING S1 ZE REINF. 2000 6j-0)) 0 5'— 6 x 5— 6 " x 1'— 0" 4 #5EW 3000 4 6 0 4'-0" x 4J-0" x 1'-0" 3 #5EW 4000 4 0 0 3— 6 ;j x 31— 6)) x 1'--0„3 #5EW- 5000 3 6" 0 3'" ' x V-0 —0x 3— 0 35EW # Note: EW = Each way 10 )1 X 16" X 1" Plate See bearing plate plan Fin.grade 3 Ties @ 10' 1 , 41iriiirr CD F-- 1--,F- 041 See Table )epth varies to meet local building codes Q0 .3" Clear :41 See Table it �ll 3 Ties @ 10" 1=1 — #5 1/2" clear A SECTION A SECTION B C BEARIN( F-1 NOT TO SCALE F-1 NOT TO SCALE F-1 NOT TO SCALE 2 @ 112" dia. anchor CD IMILAIIIIIIIII ,late F2 FOOTING MODULE LOAD 76 KIPS SOIL CAISSON 0 SQUARE FOOTING SIZE REINF. 2000 8 — 6" 0 7'— 6' x 7'-6„ x 1 —0" 7 #5EW_ 3000 6 6 o 6'— 0 " x 6'— 0 x 1'— 0 7 #5EW 4000 5 6 o 5'— 0 " x 5,—'0,, x 1,-0 5 #5EW 5000 5 )-0" 0 41— 6 $' x 4'— 6)) x 1 '—Ot$ 4 #5EW I :E Note: EW = Each way Note: Contractor to verify and coordinate proper grade w/shelter supplier DETAIL D APPROVED NOT TO SCALE DEC' 2 0 2006 T I lkAIWND, ni THIS DRAWING, AND THE DESIGNS IT ILLUSTRATES AND ALL CONCEPTS HEREIN ARE THE SOLE PROPERTY OF KULLMAN BUILDINGS CORP. NO PART OF THIS DRAWING OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING OR BY ANY INFORMATION STORAGE AND RETRIEVAL SYSTEM WITHOUT WRITTEN PERMISSION FROM THE OWNER KULLMAN BUILDINGS CORP. 6 12107106 CRN REVISIONS AS NOTED CRN 5 10/30106 GFB REVISIONS AS NOTED CRN 4 10118/06 GFB REVISED WINDOW/ LOUVER FRAMING CRN 3 10/10106 GFB ISSUED FOR CONSTRUCTION CRN 2 9/13106 CRN ISSUED FOR CLIENT REVIEW 1 8/14106 GFB ISSUED FOR CLIENT REVIEW DATE BY REVISION CH DRAWING TITLE FOUNDATION PLAN & SECTIONS PROJECT NORTH JOB NUMBER 06-504 DATE 14 AUG. 06 DRAWN BY GFB PROJECT NAME NY SITE NUMBER: NY - 1826 Equipment Shelter for Purchase Blindbook 938 King Street Rye Brook, NY 10573 3V x 50'CO-LOCATE SHELTER W/ GENERATOR DRAWING NUMBER Al STRUCTURAL 'VOTES KULLMAN One Kullman Corporate Campus Lebanon, N.J. 08833 Ph:(908) 236-0220 Fax:(908) 236-8596 1. CODES The modules are designed in conformance with the following codes: All codes listed on sheet C-1 ANSI / ASCE 7-99 2, LOADS The modules are designed for the following loads: c. ROOF LIVE LOAD 55 psf ROOF DEAD LOAD 18 psf SNOW LOAD Pg-45 psf, HUNG LOAD-10 PSF b. FLOOR LIVE LOAD 150 psf, which includes weight of all equipment, except battery area which has a loading of 650 p.s,f. The weight of the emergency generator will be 5,500 lbs. c. WIND LOAD 2000 IBC 125 MPH WIND LOAD EXPOSURE FACTOR 'C) lw — 1.0 d. SEISMIC LOADING BUILDING TYPE 1A R = 4 no— 2 Cd — 3 1 /2 Ss = .43g S, — .095g SITE CLASS 'D' SEISMIC USE GROUP 1 SEISMIC DESIGN CAT. 'C' EQUIV.. LAT. FORCE METHOD BASE SHEAR — 9.98 KIPS 3, STRUCTURAL STEEL a, All structural steel shall conform to the RISC "Specifications for Structural Steel for Buildings 9th Edition, and all current supplements. b, All steel W—shapes shall conform to ASTM A992 Grade 50 All other steel shapes and plates shall conform to ASTM A36, c. All welding electrodes shall be E60XX or E70XX, d, All welding work and inspection shall conform to AWS D1.1 — 00. e. Floor Frame shall be cleaned as per SSPC SP2 Hand Tool Cleaning, or SSPC SP3, Power Tool Cleaning and be pointed with a primer which conforms to SSPC point 13 red or brown one coat shop point. 4. FOUNDATIONS a. The allowable soil bearing pressure used in design of the foundations is shown on dwg. F-1. This needs to be confirmed at each site by the Engineer. Treader bar )y others) Wide Flange Beam o— Side Elevation NTS 5. CONCRETE a, All work shall comply with reqiurements of the ACI Building Code, ACI 318-99, and the ACI "Specifications for Concrete for Building". b, All concrete for cost in place foundations shall be stone concrete with a minimum 28 day compressive strength of 3000 psi. c. All reinforcing steel for concrete shall conform to ASTM A615 Grade 60, d, No admixture shall be allowed without prior approval of the Engineer, e. All requirements for botching, mixing, finishing, curing etc, shall be as per ACI 318-99 f. The concrete mix shall be proportioned so that no less than 5.75 bogs of cement are used per cubic yard of concrete, and no more than 5 1/2 gallons of water are used per bag of cement, g. All concrete shall contain 4% to 6% air content. 6, METAL DECK a, All floor deck to be galvanized deck, of the size and indicated on the drawings. Floor deck to be 1 1/2" x 20 Ga. as manufactured by United Steel Deck. NOTE: SPREADER BAR, 1 1/4" LIFTING CABLES, SHACKLES, ETC., ARE THE RESPONSIBILITY OF THE In ZZ RIGGING CONTRACTOR. Ln Lifting Lu Detail N.T.S. (A Nut tc W12 B (Typ.) E70 (Typ.) Reinf. It To Beam 6 3/4" 2" 1 1/2"O-� W. P. 1 —3/8V \ --- \— PIL 1 1/4" x 7 1/2" x 9 1/2" PL 1 1/4" x 7 1/2" x 9 1/2" L DATr Lifting Lug Arrangement -- NTS lb. All deck to be placed continuously over two or more spans 7-1/2" X 1-1/4" X 0' 9-1/2" except in areas where there is only [—PL one span, c. All deck is to be fastened to its steel supports with .19 inch dia. pnuematic fasteners ( Builder Bx12 or Equivalent) or with a 5/8 )) dia. puddle weld at each low cell @ all purlins. The side lops of the deck are to be joined by No, 7 x 7/16" pan head screws @ 3— 0 " o. c. max. or to be joined by 1/21) long stitch welds at 2'-0' o.c. cl. All around the periphery of the decks a 16 gage deck closure shall be provided. This closure shall also be provided at the ends of all decks changing direction of span, 7, COLD FORM STEEL ci, All cold form steel shall conform to AISI specification for Design Cold Form Steel Structural Members 1996 with the 1999 supplement. Spread (by otl Wide Flc Wide Flc -J \/A Of E-0 (D End Elevation 2 LINTST TS U-�5 Liftinq, Lug Elevation NTS NOTE: USE A-490 NUTS AND BOLTS (3/4" DIAMETER) TO BE USED ONE TIME ONLY. COMPONENTS & CLADDING ZONE PRESSURE SUCTION 1 13.8 —34.0 2 13,8 —57.1 3 13.8 —35.9 4 34.0 —36,9 5 34.0 —45.5- Note: Rigger To Provide Vertically Static Lift. Use Appropriate Spreader Beam to Provide a Vertical Pick at each Lift Lug. a LIFTING INSTRUCTIONS * Do not use Fork Lift truck to lift the building. * Only use A-490 nuts and bolts (3/4,,diameter) that are to be used one time only, that will be provided and stored in the buirding. * Rigger must be familiar with the use and installation of the high strength bolts and nuts. * Rigger must provide a vertically static lift with the use of an appropriate spreader bar providing a vertical pick at each lifting lug. * Site must be level. * Handle with care. * After lift remove lifting lugs and discard the A-490 nuts and bolts. APPil- VED DEC ri 2043 T, R, APNC)U CW,: iNkC fReMevv of "h- i'0� THIS DRAWING, AND THE DESIGNS IT ILLUSTRATES AND ALL CONCEPTS HEREIN ARE THE SOLE PROPERTY OF KULLMAN BUILDINGS CORP. NO PART OF THIS DRAWING OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING OR BY ANY INFORMATION STORAGE AND RETRIEVAL SYSTEM WITHOUT WRITTEN PERMISSION FROM THE OWNER, KULLMAN BUILDINGS CORP. 6 12107/06 CRN REVISIONS AS NOTED CRN 5 10/30106 GFB REVISIONS AS NOTED CRN 4 10/18/06 GFB REVISED WINDOW / LOUVER FRAMING CRN 3 10110106 GFB ISSUED FOR CONSTRUCTION CRN 2 9/13/06 CRN ISSUED FOR CLIENT REVIEW 1 1 8/14/06 GFB ISSUED FOR CLIENT REVIEW NO. DATEBY REVISION REVISION CHK DRAWING TITLE STRUCTURAL NOTES LIFTING DETAILS I PROJECT NORTH JOB NUMBER 06-504 DATE 14 AUG. 06 DRAWN BY GFB PROJECT NAME NY SITE NUMBER: NY - 1826 Equipment Shelter for Purchase Blindbook 938 King Street Rye Brook, NY 10573 30' x 50'CO-LOCATE SHELTER W/ GENERATOR I-EZE e--, 0 OF v I DRAWING NUMBER I 0 RN TYP. LIFT POINT (4) EAC OPENINGS IN FLOG PORTS C-CHANNEL FRAMI BE IN CONTACT WI OF LOW CELLS -- ej. j 1 2 - 1:3 13'-1" 1 4" 12'-9" 12'- 10" oe 00 #3 REBAR @ 18" O.C. EA.. WAY, TYP. 2" W8 x 13 W8 x 13 W8 x 13 W8 x 13 Typ. @ end purlins 1,4 \& lifting points cl-A c"I x CN x H MOD. W8 x 13 6'-2 1/2" 5-1 1/2" W8 x 13 C11-4 W8 x 13 1N W8 x 13 OPENINGS IN FLOOR FOR POWER CONDUIT ENTRY —\ CN R FOR CABLE �G MUST W8 x 13 -- - . 1 Ln >< Typ. int. purlins 1 1 / I i/ 4 W8 x 13 C-1 W8 x 13 BA x ®I I— — I — — — TER I A BAITER Y I W8 x 13 L 1> rH BOTTOM W8 x 13 (31 5'- 1 CN x C"I C--j C-11 2'- 10 1/ 2' co 0 0 0 0 C4 X 5.4 Ln X 5.4 >< 6 -0. 7 E W8 x 13 0 0 0 W8 x 13 U 0 Z W8 x 13 0 xj W8 x 13 CD o LIJ C"j 0 LLJ Q® 71 <Y CD I X BATTER YI W8 x 13 �4 0 Z 0 W8 x 13 II W8 x 13 00 0 C\0 C,\, W8 x 24 0 __j Ln ISN < >< 0 (Dy C) (-) o LJ CV W8 x 13 W8 x 13 W8 x 13 W8 x 24 V C"i W8 x 13 —.4— — W8 x 13 . -NIS, I 8 x 13 W8 x 13 N N 1 FLOOR FRAMING PLAN �-2 SCALE 1/4" = 1'-0" Wl W zi ZI wl Wl I C9 6'-0" (H. P.) I (H. P.) I 6'-0" (L.P.) I E 12 GA. SHEET STEE SLOPED -JT- T-0 -C R -ICTE -- - - - - - - ,ET 6 14 GA. B NT STEEL —�. - - -PANEL @ 6 O.C. GA CLOSURE CHANNEL (9")12 G CLOSURE CHANNEL--\, 4" 6 (D C% N 12 GA. SHEET STEEL G SLOPED E-D -T CT-CRICKET--T P 12 B L LO E — - - - - - - - - 14 A 14 G BENT STEEL 1 P A\N F PAN @16" O.C.- 14 GA. BENT STEEL-----� PANEL @16" O.C. 14 GA. BENT STEEL- PANEL @16" O.C. EGA.CLOS RE CHANNEL GA . C LOS U I 12 GA. CLOSU E CHANNEL 0 LINE OF CRICKETCKET--\ ABOVE /---(9")12 GA. CLOSURE CHANNEL (9')12 GA, CLOSURE CHANNEL --\ (6")12', (12")12 GA.-- CLOSURE CHANNEI /—(12")12 GA. CLOSURE CHANNEL (9'!) Cr t:d LINE OF CRICKET ABOVE OWN SLOPE DOWN 12" 1/4 12" 01 0 — 7N SLOPE DOWN SLOPE DOWN > 11/4" 12" 11/4 12" P Pp JI 4 < ROOF FRAMING PLAN �A-6 ) SCALE 1/4" = 1'-0" 1/2" (typ.) '0 12 gm Closure Channel — (typ.) >-1/8-- 77--12 4" x 1 .25" MIN.. 12 Go. track Top and Bottom 4" x 1-5/8" Flange,__ 14 go. Metal Wall Stud @ 16" O.C. Stud to Track Top & Bottom 3/32" 1 1/2" 12 Go. bent Pour stop 1 1/2" x 20 go. Metal Stud Runner welded to the Beam Flange Parapet-14 go, Bent Steel Panel. —4---12--1T,j-/-F< (typ') 14 go. Bent Steel Panel. See plan for size and spacing Every 8" O.G. 3/32- V 1 1/2" Stud to track Parapet-14 go. Bent Steel Panel, (Note: Parapet height varies from 2" to 8"). ��� 14 GA. BENT STEEL /—PANEL @16" O.C. 4" Composite Conc. Slab 12 GA. STEEL - CLOSURE PLATE 1 1/2" 20 go. metal deck 5/8" 0 Puddle Weld or POUR STOP, Builder BX12 Fastener or Equivalent to W8 each low CONTINUOUS flute. 1 1/2" 'A 20 Go. METAL a. STUD RUNNER WELDED W12 TO THE BEAM FLI W8 EA, W. Conc, Caisson or Pier 9/16 X 28 GA. GALVANIZED (see F-I dwq) N.1,C. DECKING WELDED OR PINNED TO FRAME center on web 1 4e" '6 Section. Scale: 1" = 1'-0" 12 go, Strip 6" Wide Tack Weld To Each Section At Field Job Site. 6 bott insulation WELD TOGETHER WITH 1 1/2"-3/32" WELD 16- O.C. OR #12-14 SELF DRILLING TRUSS SCREW @ 12" ON CENTER HORIZONTALLY 3/32- 1/2' 0 16 or #12-14 SELF DRILLING TRUSS SCREW 16' ON CENTER FOR BEARING EXTERIOR WALLS. 4" x 1-5/8" Flange, 14 go. Metal Wail Stud @ 16' O.C. HILTI FAST -TRACK 1/2" PIN 8"O.C, STIL. STUD TO TRACK 3/32 V 1 1/2" \ TOP AND BOTTOM 4" Composite Conc. Slob /— 1/2" 20 Go. metal deck wo ' W12 beyond NOTE: SEE DWG. B/A-5 FOR BRACING ANCHORING DETAIL Section (Transverse) Scale: 1" = 1'-0" Hold Back EPDM From Area To Be Welded Adhere EPDM After welding a. bent steel panel @ a, 2X10 Header Dwg A-5 for locations TMateline Roof Detail N.T.S. le studs below Hdrs, in See Dwg A-5 for locations A Prr, R -0 V E D DEC 2 0 (2-26 1, i% ^ AS S !Nl­ KULLMAN One Kullman Corporate Campus Lebanon, N.J. 08833 Ph:(908) 236-0220 Fax:(908) 236-8596 THIS DRAWING, AND THE DESIGNS IT ILLUSTRATES AND ALL CONCEPTS HEREIN ARE THE SOLE PROPERTY OF KULLMAN BUILDINGS CORP. NO PART OF THIS DRAWING OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING OR BY ANY INFORMATION STORAGE AND RETRIEVAL SYSTEM WITHOUT WRITTEN PERMISSION FROM THE OWNER, KULLIMAN BUILDINGS CORP. 6 12107106 CRN REVISIONS AS NOTED CRN 5 10/30i06 GFB REVISIONS AS NOTED CRN 4 *1106 GFB REVISED WINDOW / LOUVER FRAMING CRN 3 10/10/06 GFB ISSUED FOR CONSTRUCTION CRN 2 9/13106 CRN ISSUED FOR CLIENT REVIEW 1 8/14/06 GFB ISSUED FOR CLIENT REVIEW NO, DATE BY REVISION CHK. DRAWING TITLE FLOOR FRAMING PLAN ROOF FRAMING PLAN PROJECT NORTH JOB NUMBER 06-504 DATE 14 AUG 06 DRAWN BY CN PROJECT NAME NY SITE NUMBER: NY - 1826 Equipment Shelter for Purchase Blindbook 938 King Street rxye Brook, NY 10573 DRAWING NUMBER Sm2 12'-0" TS CAP BEAM, 3 1/2"x3 1/2"x 5/16 (2) 8" 12 GA. CLOSURE CHANNELS (6 12GA. 0 k 5-11 3/4" 0 PANEL SIZE CHANNEL i4o M()SURE i LIZ 5-4 1/2" 5-4 1/2" 00 1 CAP BEAM PLAN �A-6 )SCALE 1/2" = 1'-0" TS CAP BEAM, 3 1/2%3 1/2% 5/16" STUCCO FINISH OVER DUROROCK & MTL. STUDS 5 1�/.2 EXT. PANEL BRD. SOFFIT TO MATCH DUROROCK FINISH ' STUCCO C'_ T _'O FINISH E XT. PANEL S L LEDGE SUPPORT SUPPORT ANGLE BEYOND 00 141 54 'T­ 8" ut 00 L T cl-i cl-A cn tt j _T T H -F -T M T CD 00 I 1-J- T T_ 1_412 STUCCO FINISH OVER 7 DURORO�1< MTL. J_ 17 _T T STUDS REMOVABLE J 00 q v *Aj V f c SECTION AT CANOPY SCALE 1/2" = 1'-0" 0 12'— 0" CONC. SLAB --TEMPORARY TS;f QOLUMN FOR TRANSPORT P 8'-10" STUCCO FINIS '1H OVER DUROROCK & MTL. STU�S 000r" SCALE 1/2" = 1'-0" F_ C 4 FAUX WINDOW ELEVATION A-6 )SCALE 1/2" 1'-0" w wl 21 wl zi ZI lid _j 3"x3"xY4" SUPPORT ANGLE 121 Is _(72 2;10-727d—RUr — — — — — — ShiDloose w/ K.Qn. Door Frm. 7ALIZ3 C"i A -7 1 4 W. e— S-91' It 01 2' 0 6'-41 C", 3 1/4" N`—TEMPORARY SHIPPING COLUMNS Y 5 FRAMING ELEVATION: @ FRONT ENTRY A-6 )SCALE 1/4" = 1'-0" F-NF7MAN1t­1f- (-'1AN1/-\F)\/ SCALE 1/2" = 1'-0" 1/2" BI­­ CAULK DRIP C/ FAU X W 8" TRItV Y2"DURC STUCCO 1/4" TE GLASS— NEOPRE GASKET 7 FAUX WINDOW SECTION MMMMMM" A-6 )SCALE 3" 1'-0" BENT FASCIA BENT PANEL , " POST SCALE: 1 1/2" = 1'-0" 14-0 ON MW 12 GA. STEEL FASCIA THICK D R(:, E PLATE APN� IRS 4 DEC 2 0 4 T, R. AR,,`­:o 11',S_SOC X, <7 3/4" EXPANDABLE ANCHORS INSTALLED IN FIELD lo CAP BEAM PLAN A-6 SCALE: 1 1/2" = 1'-0", WINDOW FRAME ACTUAL SIZE TUBE TICAL TUBE TYP. FOULLMAN One Kullman Corporate Campus Lebanon, N.J. 08833 Ph:(908) 236-0220 Fax:(908) 236-8596 THIS DRAWING, AND THE DESIGNS IT ILLUSTRATES AND ALL CONCEPTS HEREIN ARE THE SOLE PROPERTY OF KULLMAN BUILDINGS CORP. NO PART OF THIS DRAWING OR DESIGN MAY BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS, ELECTRONIC OR MECHANICAL, INCLUDING PHOTOCOPYING, RECORDING OR BY ANY INFORMATION STORAGE AND RETRIEVAL SYSTEM WITHOUT WRITTEN PERMISSION FROM THE OWNER KULLMAN BUILDINGS CORP. 6 12i07/06 CRN REVISIONS AS NOTED CRN 5 10/30106 GFB REVISIONS AS NOTED CRN 4 10/18106 GFB REVISED WINDOW LOUVER FRAMING CRN 3 10110106 GFB ISSUED FOR CONSTRUCTION CRN 2 9113106 CRN ISSUED FOR CLIENT REVIEW 1 8/14106 GFB ISSUED FOR CLIENT REVIEW NO. DATE BY REVISION CHK DRAWING TITLE CANOPY FRAMING PLAN & DETAILS PROJECT NORTH DRAWING NUMBER JOB NUMBER 06-504 DATE 24 OCT 06 DRAWN BY GFB VICINITY MAP SCALE: 1 2000'± Before You Dig, Drill Or Blas ro Dig Safely. New York UNDERGROUND FACILITIES PROTECTIVE ORGANIZATION CALL US TOLL FREE 1-800-962-7962 NY industrial code rule 753 requires no less than two working days notice, but not more than ten days notice. DIG SAFELY'- NEWYORK NMI c 0 -AV--.- --..L-V--JL- -4N- -A- CA -A- -JL-ON S all In in! 11 H. SITE NAME: PURCHASE BLINDBROOK SITE NUMBER: NY-1826 SITE ADDRESS: 938 KING STREET RYE BROOK, NY PROPERTY OWNER: VILLAGE OF RYE BROOK 938 KING STREET RYE BROOK, NY 10573 APPLICANT: NEXTEL OF NEW YORK INC., ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 JURISDICTION: VILLAGE OF RYE BROOK CURRENT ZONING: R-20 & R-15: ONE FAMILY RESIDENCE QUADRANGLE MAP: GLENVILLE COUNTY: WESTCHESTER DECLINATION: 12*± PROJECT INDEX NEXTELC0NTACT SITE CONTACT: TECTONIC CONTACT: VILLAGE OF RYE BROOK ELECTRIC COMPANY. TELEPHONE COMPANY: PROJECT CONTACTS JASON D'AMKC0 (880463-6023 CHR3TDPHER J. 8RAD8URY NLLAG[ADM|N|STRATOR/tLERK (914)930-1121 EXT. 102 TAMMY NOSEK /845\ 567-6656 EXT. 116 VILLAGE CLERK (914) 939-1121 LUO0 GAIA (914) 925-6433 VERIZON (845) 890-7100 INSTALLATION OF A 30'x5O' UNMANNED EQUIPMENT BUILDING AT GRADE AND EIGHTEEN (18) PANEL ANTENNAS MOUNTED INSIDE A NEW 120- FLAGPOLE. PROJECT DESCRIPTION I SHT. NO. DESCRIPTION REV NO REVISION DATE 51/14/08 'OVERALL 7--1 SITE PLAN, EROSION CONTROL DETAILS & NOTES 4 5/14/08 C-2 SITE GRADING & EROSION CONTROL PLAN 4 5/14/08 C-3 PARTIAL SITE DETAIL PLAN & LAYOUT PLAN 4 5/14/08 C-5 LANDSCAPING PLAN, DETAILS & NOTES 4 5/14/08 C-) M-1 OVERALL MECHANICAL PLAN, DETAILS & NOTES 3 5/14/08 E-1 EXTERIOR ELECTRIC PLAN & DETAILS 4 5/14/08 E-2 INTERIOR ELECTRICAL PLAN & . DETAILS 3 5/14/08 E-8 VERIZON WIRELESS ELECTRICAL DETAILS & NOTES 3 5/14/08 GENERATOR SPECIFICATIONS 3 5/14/08 F-1 OVERALL FOUNDATION PLAN & DETAILS 4 5/14/08 z F-2 BORING LOCATION PLAN & LOGS 3 5/14/08 G-1 OVERALL EXTERIOR GROUNDING PLAN, DETAILS & NOTES 3 5/14/08 z G-2 OVERALL INTERIOR GROUNDING PLAN, DETAILS & NOTES 3 5/14/08 SHEETINDEX THIS SET OF PLANS SHALL NOT BE UTILIZb AS CONSTRUCTION DOCUMENTS UNTIL ALL ITEMS OF CONCERN HAVE BEEN ADDRESSED AND EACH OF THE DRAWINGS HAS BEEN REVISED AND ISSUED "FOR CONSTRUCTION" SPECIAL NOTES: 1. CONTOURS SHOWN ON DRAWINGS DO NOT EXACTLY MATCH EXISTING CONDITIONS. UPDATED CONTOURS PENDING FIELD SURVEY. 2. LANDSCAPING IS NOT INSTALLED AT THIS TIME. TREES AND PLANTS TO BE DETERMINED BY TOWN ENGINEER. UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEA- OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE N8NYDRK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED'� SEAL OR ORIGINAL STAMP /N BLUE OR RED INK O�S THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NQT"BE CONSIDERED VALID COPIES. ORIGINAL SIZE IN INCHES V4�&-�-riE;R0OK /T WIN �� ms PIANNING ENGINEERING SURVEYING TECTONIC—, CONSMUCnON TECTON10 Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 111111111 A �Mlix(P-'-s'-Er. AEV­F IN CONJUNCTION WITH.- venzon wireless -Xcingular WIRELESS (SITE N-1321) COMM NICATIONS INC (SITE NY-09-264) 4 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS CONSTRUCTION DATE: ,______ U�&S|N� ___.- DATE: _.._.______ Mt DATE: --- ZONING DATE: � .�-______ OWNER -_DATE: — NETWORK EN DATE:- NY— PURCHASE BLINDBROOK ��Z8 KING STREET �"NYE BROOK, NY 10573 | O� kU�VV Y0A� INC.''�^`'�� ~ ``�^ '~^` ^`~ DAA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY VVA[7E PLAINS, NEW Y0AK 10601 O�|�� /o1u\ ��-��O =''"�` \�'�/ '�' �~°" FAX: k914\ 471-9757 TITLE SHEET - - SITE ADDRESS: 938 KING STREET RYE BROOK, NEW YORK 10573 SITE INFORMATION: OLD DESIGNATION: MAP: 1 BLOCK: 6 LOT: PART OF 9.1 & 9.2 NEW DESIGNATION: MAP: 129.68 BLOCK: 1 LOT: PART OF 14 & 14.1 BUILDING CODE REQUIREMENTS GENERAL REQUIREMENTS 1. EXITS SHALL BE MAINTAINED SO AS TO PROVIDE FREE AND UNOBSTRUCTED EGRESS FROM ALL PARTS OF THE OCCUPANCY. NO LOCKS OR FASTENINGS TO PREVENT FREE ESCAPE FROM INSIDE SHALL BE INSTALLED. COMPLY WITH CHAPTER 10 OF THE BUILDING CODE OF NEW YORK STATE. 2. NO AISLES SHALL BE OBSTRUCTED SO AS TO REDUCE ITS REQUIRED WIDTH AS AN EXIT. COMPLY WITH CHAPTER 10 OF THE BUILDING CODE OF NEW YORK STATE. FIRE PROTECTION CONSTRUCTION REQUIREMENTS 1. ALL CONSTRUCTION AND BUILDING ELEMENTS SHALL BE IN ACCORDANCE WITH TEST PROCEDURES SET FORTH IN ASTM E119 OR IN ACCORDANCE WITH SECTION 703 AND 703.3 WITHIN THE BUILDING CODE OF NEW YORK STATE. 2. PROTECTION OF STRUCTURAL MEMBERS, EMBEDMENTS, AND ENCLOSURES SHALL COMPLY WITH SECTION 713 AND 720. 3. PROTECTION OF LINTELS SHALL COMPLY WITH SECTION 713 AND 720. 4. OPENING PROTECTIVES SHALL COMPLY WITH SECTION 714. 5. FIRE RETARDANT WOOD SHALL COMPLY WITH SECTION 720 AND 2303.2. 6. WALL PENETRATIONS SHALL COMPLY WITH SECTION 711 AND 711.3.1.2. 7. ROOF COVERINGS SHALL BE IN COMPLIANCE WITH SECTION 1505 AND 1507. 8. DUCTS, PIPES AND CONDUITS THROUGH RATED CONSTRUCTION SHALL COMPLY WITH SECTION 711 AND 715. 9. INTERIOR FINISHES SHALL COMPLY WITH SECTION 803, 804 AND TABLE 803.4 AND BE IN ACCEPTANCE WITH THE BUILDING CODE OF NEW YORK STATE. 10. PARTITIONS AND FURRING SHALL COMPLY WITH SECTION 720. 11. CEILING CONSTRUCTION SHALL COMPLY WITH SECTION 803. MEANS OF EGRESS 1. ALL MEANS OF EGRESS WORK SHALL, AS INCLUDED COMPLY WITH SECTION 1003. 2. DETERMINATION OF EXIT REQUIREMENTS, INCLUDING TRAVEL DISTANCE, OCCUPANCY AND EXIT AND DOOR WIDTHS SHALL COMPLY WITH SECTION 1003 THRU 1004 AND TABLE 1004.2.4. 3. EXIT LOCATION AND NUMBERS SHALL COMPLY WITH SECTION 1004 ,1005 AND 1006. 4. CORRIDOR DIMENSIONS, CONSTRUCTION, BORROWED LIGHT, VENTILATION, AND INTERIOR FINISH SHALL BE IN COMPLIANCE WITH SECTION 1003 AND SECTION 1043.2.2. 5. DOOR TYPE, DOOR AND FRAME DIMENSION SWING, DOOR AND WINDOW HARDWARE, AND PANIC HARDWARE, SHALL COMPLY WITH SECTION 1003.3.1. 6. EXIT SIGNS SHALL COMPLY WITH SECTION 1003..2.10 THRU 1003.2.10.5. 7. EXIT EMERGENCY LIGHTING SHALL COMPLY WITH SECTION 1003.2.11 THRU 1003.2.11.3. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH PROVISIONS OF LOCAL, STATE, AND FEDERAL, LAWS, ORDINANCES, AND REGULATIONS WHEREVER APPLICABLE. ALL SECTION CALL -OUTS ARE SECTIONS FROM THE NEW YORK STATE BUILDING CODE UNLESS OTHERWISE NOTED/STATED. 2. CONTRACTOR SHALL BE HELD TO HAVE VISITED THE SITE AND TO HAVE VERIFIED ALL EXISTING SITE CONDITIONS PRIOR TO SUBMISSION OF BID. 3. IN THE EVENT THAT A CONDITION ON THE DRAWINGS IS DISCOVERED TO BE IN CONFLICT WITH THOSE IN THE SPECIFICATIONS, CONSULT THE DESIGNER FOR RESOLUTION PRIOR TO EXECUTING AFFECTED WORK. 4. DO NOT SCALE THE DRAWINGS. DIMENSIONS TAKE PRECEDENCE, DIMENSIONS INDICATED AS +/- ARE SUBJECT TO MINOR ADJUSTMENT IN THE FIELD. OTHER DIMENSIONS ARE FIXED UNLESS DIRECTED OTHERWISE. NOTIFY THE DESIGNER IN THE EVENT THAT ACTUAL DIMENSIONS VARY MORE THAN 2" FROM THOSE MARKED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF FIELD DIMENSIONS. 5. IN THE EVENT OF A CONFLICT BETWEEN CONDITIONS REPRESENTED ON SMALL-SCALE AND LARGE-SCALE DRAWINGS, THE LARGE-SCALE DRAWING SHALL GOVERN. 6. GRAPHIC SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS MAY VARY FROM DISCIPLINE TO DISCIPLINE (I.E. FROM ARCHITECTURAL TO ELECTRICAL). THE CONTRACTOR IS ADVISED NOT TO APPLY GRAPHIC SYMBOLS AND ABBREVIATIONS USED WITHIN ONE DISCIPLINE TO ANOTHER DISCIPLINE. 7. WHERE U.L. DESIGN ASSEMBLIES OR OTHER INDUSTRY -TESTED SYSTEMS ARE DESIGNATED IN THE WORK, REFER TO CURRENT PUBLICATIONS OF REFERENCED AGENCY AND PROVIDE APPLICABLE REQUIREMENTS THEREOF, WHETHER INDICATED ON DRAWINGS OR NOT. IN THE EVENT THAT A CONDITION ON .THE DRAWINGS IS DISCOVERED TO BE IN CONFLICT WITH SUCH PUBLICATIONS, CONSULT THE ENGINEER AND OWNER FOR RESOLUTION PRIOR TO EXECUTING AFFECTED WORK. 8. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL FIELD DIMENSIONS AND JOB CONDITIONS, AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES, CONFLICTS, AND/OR OMISSIONS WHICH WOULD INTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, THEY SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM. 9. ALL ITEMS OF WORK IDENTIFIED ON THE DRAWINGS BY NAME, NOTE, OR MATERIAL DESIGNATION ARE NEW, UNLESS OTHERWISE NOTED. 10. ALL MATERIALS AND INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S LATEST PRINTED SPECIFICATIONS, AND WITH ALL APPLICABLE CODE REQUIREMENTS. 11. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH BEST STANDARD TRADE PRACTICES. EACH TRADE SHALL COOPERATE WITH OTHER TRADES TO FACILITATE JOB SCHEDULING AND COMPLETION. 12. PROPRIETARY NAMES IDENTIFYING ITEMS OF WORK ARE USED TO DESIGNATE THE STANDARD OF CONSTRUCTION. ITEMS OF EQUAL QUALITY MAY BE SUBMITTED FOR THE ENGINEERS REVIEW AND APPROVAL. 13. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO AREAS AS A RESULT OF HIS WORK, AND SHALL REPAIR DAMAGED SURFACES OR AS MAY BE REQUIRED TO COMPLETE THE ENTIRE SCOPE OF THE WORK. 14. AT THE COMPLETION OF EACH WORKDAY, CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING UP PROJECT AREA. RUBBISH REMOVAL SHALL BE DONE IN A DUST INHIBITIVE FASHION, AND THE JOB SITE SHALL BE FREE OF ALL DEBRIS AND BROOM CLEAN UPON COMPLETION. REMOVAL AND DISPOSAL OF DEBRIS IS THE RESPONSIBILITY OF THE CONTRACTOR. 15. CLEAN ALL FLOORS, WALLS, DOORS, MISCELLANEOUS GLASS, ETC., LEAVING JOB FREE OF DUST AND DEBRIS, PRIOR TO PROJECT COMPLETION. 16. FLAME SPREAD OF ALL INTERIOR FINISHES SHALL MEET OR EXCEED CLASS "P" (ASTM-E-84) OR CLASS "I" (RADIANT PANEL TEST) REQUIREMENTS. 17. PROVIDE DRY CHEMICAL "ABC" TYPE, OR AS SPECIFIED BY CARRIER, 20 Ib. CAPACITY FIRE EXTINGUISHERS (FE), WHERE INDICATED ON THE FLOOR PLANS. 18. ENGINEER SHALL OBTAIN NECESSARY PLAN APPROVALS FOR GENERAL BUILDING PERMIT IN THE VILLAGE OF RYE BROOK. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS AND APPROVALS FOR ALL TRADES INCLUDING PAYING FOR ALL ASSOCIATED FEES. 19. ALL MECHANICAL AND ELECTRICAL WORK SHALL BE IN FULL CONFORMANCE WITH THE MECHANICAL CODE AND BUILDING CODE OF NEW YORK STATE (RESPECTIVELY), AND ALL OTHER APPLICABLE CODES AND REGULATIONS. 20. ELECTRICAL WORK SHALL BE INSTALLED BY AN ELECTRICIAN LICENSED IN NEW YORK STATE AND IN THE VILLAGE OF RYE BROOK IN ACCORDANCE WITH BUILDING CODE OF NEW YORK STATE AND NATIONAL ELECTRICAL CODES. A NEW YORK BOARD OF FIRE UNDERWRITER'S CERTIFICATE SHALL BE OBTAINED FOR ALL ELECTRICAL WORK, AND SUPPLIED TO THE OWNER AND ENGINEER. 21. PROVIDE ANY AND ALL TREATED WOOD BLOCKING/BACKING OR 14 GA. GALV. FLAT STOCK BACKING AS REQUIRED TO ENSURE PROPER AND ADEQUATE SUPPORT (IN COMPLIANCE WITH BUILDING CODE OF NEW YORK STATE MINIMUM LOADING REQUIREMENTS WHERE APPLICABLE) OF VARIOUS ITEMS INCLUDING, BUT NOT NECESSARILY LIMITED TO CABINETRY, SHELVING, CONDUITS, CABLE TRAYS AND LADDERS, AND ALL OTHER WALL MOUNTED APPURTENANCES, ETC. 22. TEMPORARY SHORING AND BRACING SHALL BE INTRODUCED WHEREVER NECESSARY TO ACCOMMODATE ALL LOADS WHICH THE STRUCTURE MAY BE SUBJECTED TO DURING CONSTRUCTION, INCLUDING ANY EQUIPMENT AND THE OPERATION(S) OF SAME. SUCH BRACING SHALL BE LEFT IN PLACE AS LONG AS REQUIRED FOR SAFETY, AND THEN REMOVED UPON COMPLETION OF PERMANENT INSTALLATION(S). 23. CONTRACTOR SHALL SUBMIT CUTS, M.S.D.S. SHEETS, AND SAMPLES OF FINISHES, EQUIPMENT AND MATERIALS FOR ENGINEER'S APPROVAL PRIOR TO ORDERING, FABRICATION, OR COMMENCEMENT OF THE WORK. ALL SUBMISSIONS SHALL BE PROVIDED IN SETS OF FIVE (5) AND TIMED SUCH THAT MATERIAL DELIVERIES AND INSTALLATION ACCOMMODATE THE OWNER'S SCHEDULE AND COMPLETION DATE. ABBREVIATIONS ABV ABOVE JT JOINT AD AREA DRAIN AN ADJACENT / ADJUSTABLE L LONG ADD'N ADDITION LAM LAMINATE AFF ABOVE FINISHED FLOOR LKR LOCKER(s) ALT ALTERNATE LP LOW POINT ALUM ALUMINUM AP ACCESS PANEL M('s) MEN('s) APPROX APPROXIMATE MATL MATERIAL ARCH ARCHITECTURAL MAX MAXIMUM ASPH ASPHALT MECH MECHANICAL MET, MI METAL B & 8 BALLED & BURLAPPED MFD MANUFACTURED BLDG BUILDING MFG MANUFACTURING BLK BLOCK MFR MANUFACTURER BLKG BLOCKING MIN MINIMUM BLK HD BULKHEAD MO MASONRY OPENING BM BEAM / BENCH MARK MS MACHINE SCREW BOT, BOTT BOTTOM BRK BREAK (N) NEW BRKT BRACKET NAT NATURAL BSMT BASEMENT NIC NOTIN CONTRACT BU BUILT-UP NO. NUMBER NOM NOMINAL CAL CALIPER NTS NOT TO SCALE CB CATCH BASIN CIP CAST IN PLACE OA OVER ALL q CENTER LINE OC ON CENTER CL CLEAR / CLOSET OD OUTSIDE DIAMETER CLG CEILING OF OUTSIDE FACE CMU CONCRETE MASONRY UNIT OPG, OPNG OPENING COL COLUMN OPP OPPOSITE COMP COMPRESSED CONC CONCRETE PART, PART�N PARTITION COND CONDITION R PLATE CONN CONNECTION PLAS PLASTER CONST CONSTRUCTION PLY PLYWOOD CONT CONTINUOUS PORT PORTABLE CORR CORRIDOR PR PAIR PREFAB PREFABRICATED D DEEP / DEPTH PREFIN PREFINISHED DEG DEGREES PROJ PROJECTION/ PROJECT DET, DTL DETAIL PT POINT DIA DIAMETER DIAG DIAGONAL R RISER / RADIUS DIM DIMENSIONS RD ROOF DRAIN REF REFERENCE DN DOWN REINF REINFORCED / REINFORCING DR DOOR RESIL RESILIENT DP DAMPPROOFING READ REQUIRED DS DOWN SPOUT RM ROOM DWG DRAWING RO ROUGH OPENING EA EACH SB SPLASH BLOCK EF EXHAUST FAN SCHED SCHEDULE EG EDGE GUARD SCR SCREEN EJ, EXP JT EXPANSION JOINT SECT SECTION EL ELEVATION SEL SELECT ELEC ELECTRICAL SEP SEPARATION EMERG EMERGENCY SH, SHWR SHOWER ENTTZ ENTRANCE SH MET SHEET METAL EQ EQUAL SHT SHEET EXIST EXISTING SIM SIMILAR EXP EXPANSION SL SLAB EXT EXTERIOR / EXTENSION SOG SLAB ON GRADE SPEC SPECIFICATION FD FLOOR DRAIN SPKR SPRINKLER FE FIRE EXTINGUISHER S/S STAINLESS STEEL FF FINISH FACE ST, STL STEEL FIN FINISH STD STANDARD FL, FLR FLOOR STOR STORAGE FLASH FLASHING SIR, STRUCT STRUCTURAL FP FIREPROOF SYM SYMMETRICAL FS FULL SIZE FT FOOT / FEET TD TRENCH DRAIN FTG FOOTING TEL TELEPHONE FURR FURRING TEMP TEMPERATURE / TEMPORARY FUT FUTURE THK THICK TOIL TOILET GA GAUGE T/MASONRY TOP OF MASONRY GALV GALVANIZED T/PARAPET TOP OF PARAPET GC GENERAL CONTRACTOR T/STL TOP OF STEEL GEN GENERAL T/WALL TOP OF WALL GL GLASS / GLAZED TYP TYPICAL GR GRADE GRD GROUND UNEXC UNEXCAVATED GYP GYPSUM UNFIN UNFINISHED GYP BD GYPSUM BOARD UNP'D UNPAINTED LION UNLESS OTHERWISE NOTED H HIGH HC HOLLOW CORE VCT VINYL COMPOSITION TILE HDWE HARDWARE VERT VERTICAL VIF VERIFY IN FIELD HM HOLLOW METAL HOR, HORIZ HORIZONTAL W WIDTH HP HIGH POINT W('s) WOMEN('s) HR HOUR W/ WITH HT, HGT HEIGHT WC WATER CLOSET ID INSIDE DIAMETER WD WOOD IN INCH WIN, WIND WINDOW INFO INFORMATION W' WATERPROOFING / WORKING POINT INSUL INSULATION WT, WGT WEIGHT INT INTERIOR iCONCRETE NOTES 1. DESIGN AND CONSTRUCTION OF ALL CONCRETE SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318. 2. ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS SHALL BE 3000 PSI. IF IT IS NOT SPECIFIED IN THE DRAWING. 3. CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150 - TYPE I OR 11. 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60, "DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE REINFORCEMENT". 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, "WELDED STEEL WIRE FABRIC PLAIN FOR CONCRETE REINFORCEMENT". 6, CONCRETE WORK AND MATERIALS SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", ACI 301. 7. SUBMIT CONCRETE MIX DESIGN TO THE DESIGN ENGINEER FOR APPROVAL NOT LESS THAN 3 DAYS PRIOR TO CONSTRUCTION. MIX DESIGN SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT OF CONCRETE. 8. READY MIX CONCRETE SHALL COMPLY WITH ACI 304 AND ASTM C94 WITH A MAXIMUM WATER -CEMENT RATIO OF 0.50. TIME BETWEEN INTRODUCTION OF WATER AND THE PLACEMENT OF CONCRETE SHALL NOT EXCEED 1-1/2 HOURS. 9. CONCRETE AGGREGATES SHALL BE NORMAL WEIGHT, CONFORMING TO ASTM C33. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 3/4". 10. CHLORIDE -CONTAINING ADMIXTURES SHALL NOT BE USED. 11. CONCRETE SLUMP SHALL NOT EXCEED 5 INCHES UNLESS SPECIFICALLY AUTHORIZED BY THE ENGINEER. SLUMP SHALL BE DETERMINED IN ACCORDANCE WITH ASTM C143. 12. PROVIDE AIR ENTRAINMENT IN EXTERIOR EXPOSED CONCRETE TO OBTAIN TOTAL AIR CONTENT OF 5% t 1% IN ACCORDANCE WITH ACI 301. 13. FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH, CONCRETE COVER FOR REINFORCING SHALL BE: 3" FOR ALL BARS FOR CONCRETE EXPOSED TO EARTH OR WEATHER, MINIMUM COVER SHALL BE: 2" FOR #6 AND LARGER BARS 1-1/2" FOR #5 AND SMALLER BARS OR WIRE FABRIC 14. LAP SPLICES FOR REINFORCING SHALL BE IN ACCORDANCE WITH ACI 318.12 AND STANDARD HOOKS SHALL CONFORM TO ACI 318.7. 15. WELDING OF REINFORCING STEEL OR THE APPLICATION OF HEAT TO FACILITATE BENDING IS SPECIFICALLY PROHIBITED. 16. ALL REINFORCING, ANCHOR BOLTS, DOWELS, EMBEDDED STEEL, INSERTS AND ALL OTHER EMBEDDED ITEMS AND FORMED DETAILS SHALL BE IN PLACE BEFORE START OF CONCRETE PLACEMENT. 17. PROVIDE A 3/4" CHAMFER AT ALL EXPOSED EDGES OF CONCRETE, UNLESS OTHERWISE NOTED. 18. PROVIDE NOT LESS THAN 48 HOURS NOTICE TO THE FIELD REPRESENTATIVE PRIOR TO PLACEMENT OF CONCRETE. 19. WHEN AMBIENT TEMPERATURE IS BELOW 50 DEGREES F, CONCRETE MATERIALS AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF ACI 306R "COLD WEATHER CONCRETING". 20. WHEN AMBIENT TEMPERATURE IS ABOVE 90 DEGREES F, CONCRETE MATERIALS AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF ACI 305R "HOT WEATHER CONCRETING". 21. REMOVE ALL LOOSE MATERIAL AND DEBRIS FROM COMPACTED SUBGRADE SURFACE PRIOR TO PLACING CONCRETE. CONCRETE SHALL NOT BE PLACED ON FROZEN SUBGRADE. 22. CONCRETE SHALL BE SUFFICIENTLY CONSOLIDATED BY VIBRATION TO REMOVE AIR VOIDS. VIBRATION SHALL BE IN ACCORDANCE WITH ACI 309 "STANDARD PRACTICE FOR CONSOLIDATION OF CONCRETE". 23. THE TOP OF ALL CONCRETE SURFACES SHALL BE TRUE AND LEVEL WITH A SMOOTH FLOAT FINISH, UNLESS OTHERWISE NOTED. ALL DIMENSIONS SHALL BE WITHIN t 1/8 INCH. 24. TESTING OF CONCRETE SHALL BE PERFORMED UNDER THE DIRECTION OF THE CONSTRUCTION MANAGER. 25. THROUGHOUT CONSTRUCTION, THE CONCRETE WORK SHALL BE ADEQUATELY PROTECTED AGAINST DAMAGE DUE TO EXCESSIVE LOADING, CONSTRUCTION EQUIPMENT, MATERIALS OR METHODS, ICE, RAIN, OR SNOW. PROTECT CONCRETE FROM EXCESSIVE HEAT AND FREEZING FOR NOT LESS THAN 14 DAYS. 26. DRYING OUT OF CONCRETE, ESPECIALLY DURING THE FIRST 24 HOURS, SHALL BE CAREFULLY GUARDED AGAINST. A SURFACES S ALL S FACES SHALL BE MOIST CURED 0R PROTECTED USING A MEMBRANE CURING AGENT CONFORMING TO ASTM C309 APPLIED AS SOON AS FORMS ARE REMOVED. IF MEMBRANE CURING AGENT IS USED, EXERCISE CARE NOT TO DAMAGE SURFACE. 27. CONTRACTOR SHALL BRING TO THE IMMEDIATE ATTENTION OF THE CONSTRUCTION MANAGER ANY DEFECTS OR ERRORS IN THE WORK, PRIOR TO MAKING REPAIRS. CONTRACTOR SHALL OBTAIN PERMISSION FROM THE CONSTRUCTION MANAGER TO PATCH OR OTHERWISE REPAIR DEFECTS OTHER THAN MINOR HONEYCOMBING. 28, SET GROUT IN ACCORDANCE WITH MASTER BUILDERS TECHNOLOGIES OR APPROVED EQUAL, UNLESS SPECIFIED IN THE DRAWING. 29. JOINT FILLER SHALL BE PREFORMED RESILIENT BITUMINOUS EXPANSION JOINT FILLER CONFORMING TO ASTM D1751. 30. EXTERIOR WALKING SURFACES SHALL RECEIVE A BROOM FINISH. 31. GROUT SHALL BE NON METALLIC, NON SHRINK PREPACKAGED GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS. GROUT SHALL BE FIVE STAR GROUT AS MANUFACTURED BY FIVE STAR PRODUCTS, FAIRFIELD, CT OR APPROVED EQUAL. 32. CONCRETE ANCHORS SHALL BE HEADED STEEL STUDS MEETING THE REQUIREMENTS OF ASTM A108 "STEEL BARS, CARBON, COLD FINISHED, STANDARD QUALITY". TENANT PROTECTION NOTES SPECIAL PRECAUTION SHALL BE TAKEN BY THE CONTRACTOR SO THAT THE EQUIPMENT ON THIS APPLICATION AND ITS INSTALLA11ON WILL NOT AFFECT THE FOLLOWING: 1. TENANT EGRESS TO AND FROM THE BUILDING. 2. FIRE SAFETY OR CREATE A FIRE HAZARD. 3. STRUCTURAL SAFETY OF THE BUILDING. 4. ACCUMULATION OF DUST: THE CONTRACTOR SHALL LEAVE THE WORKSITE BROOM CLEAN EACH DAY. IN THE EVENT THAT ASBESTOS IS FOUND ON THE JOB SITE, ITS REMOVAL SHALL TAKE PLACE IN ACCORDANCE WITH ALL THE APPLICABLE REGULATIONS OF OSHA SECTION 1910.1 INCLUDING STATE AND FEDERAL DUMPING GROUNDS. 5. ALL NON -INTRUSIVE WORK SHALL BE DONE DURNG NORMAL BUSINESS HOURS OF 9AM TO 5PM. ALL INTRUSIVE WORK (CORE DRILLING, RUNNING CABLES, ETC.) MUST BE DONE ON NIGHTS OR WEEKENDS. 6. ELECTRICITY, GAS, WATER AND ANY OTHER UTILITIES WILL 'NOT BE INTERRUPTED DURING CONSTRUCTION. 7. BUILDING SECURITY SHALL BE MAINTAINED IN ORDER TO PREVENT UNAUTHORIZED PERSONS FROM ENTERING THE PREMISES. i DETAIL NUMBER A-1 REFERENCE DRAWING NUMBER DIRECTION OF VIEW(S) SECTION NUMBER 1 A-1 REFERENCE DRAWING NUMBER f ! DRAWING AREA I REQUIRING DETAIL STRUCTURAL NOTES GENERAL 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL CONDITIONS SHALL BE REPORTED TO THE ATTENTION OF THE ENGINEER. 2. DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION. 3. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE AND QUALITY OF WELDS, AND FOR METHODS USED IN CORRECTING WELDING. ALL WELDERS AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS "STANDARD QUAUFICA11ON PROCEDURES". 4. EPDXY ANCHOR ASSEMBLY SHALL CONSIST OF 1/2" DIAMETER STAINLESS STEEL THREADED ANCHOR ROD WITH NUTS & WASHERS, A SCREEN TUBE AND AN EPDXY ADHESIVE. THE ANCHORING SYSTEM SHALL BE THE HILT] HIT HY-20 OR HY-150 SYSTEM OR ENGINEERS APPROVED EQUAL. 6" MIN EMBEDMENT. (LION) 5. EXPANSION BOLTS SHALL CONFORM TO FEDERAL SPECIFICATION FF-S-325, GROUP 11, TYPE 4, CLASS 1, HIL11 KOK BOLT 11 OR APPROVED EQUAL. INSTALLATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE FOUR (4) INCHES. 6. INCORRECTLY FABRICATED, DAMAGED OR OTHERWIS E MISFITTING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO THE ENGINEER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE ENGINEER APPROVAL. 7. HAMMER DRILLS ARE NOT TO BE USED WHEN DRILLING HOLES FOR SLEEVE OR EXPANSION BOLTS INSTALLED IN MASONRY BLOCKS/BRICKS 8. ALL STRUCTURAL CONNECTION BOLTS SHALL CONFORM TO ASTM A325 "HIGH STRENGTH BOLTS FOR STRUCTURAL JOINTS, INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS", LATEST EDITION. 9. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT -DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", UNLESS OTHERWISE NOTED. 10. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A153 "ZINC -COATING (HOT -DIP) ON IRON AND STEEL HARDWARE", UNLESS OTHERWISE NOTED. 11. DAMAGED GALVANIZED SURFACES SHALL BE REPAIRED BY COLD GALVANIZING IN ACCORDANCE WITH ASTM A780. 12. GROUT SHALL BE NON METALLIC, NON SHRINK PREPACKAGED GROUT WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS. GROUT SHALL BE FIVE STAR GROUT AS MANUFACTURED BY FIVE STAR PRODUCTS, FAIRFIELD, CT OR APPROVED EQUAL. 13. CONTRACTOR TO REMOVE MASTIC ON THE EXISTING PENTHOUSE WALL AT EVERY MOUNT ATTACHMENT AND REPOINT MASONRY AS REQUIRED. A BED OF SILICONE SHALL BE APPLIED BEHIND AND ALL AROUND THE MOUNT ATTACHMENT TO MAKE IT WEATHERPROOF. 14. GRATING SHALL BE GALVANIZED SERRATED WELDED STEEL BAR GRATING WITH 1"x3/16" BEARING BARS AT 1-3/16" OC. FASTEN TO SUPPORTING MEMBERS WITH SADDLE -TYPE CLIPS AND BAND ALL EXPOSED EDGES. 15. DETAIL, FABRICATE AND ERECT STRUCTURAL STEEL IN ACCORDANCE WITH THE LATEST RISC MANUAL OF STEEL CONSTRUCTION (ASD), AWS D1.1, AND OTHER CODES, STANDARDS, AND SPECIFICATIONS EXCEPT AS EXPLICITLY MODIFIED HEREIN, A) ASTM A36, GRADE 36; ROLLED STEEL, RODS, PLATES, AND U BOLTS B) ASTM A325 BEARING TYPE BOLTS FOR ALL BEAMS AND COLUMN CONNECTIONS 16. CONNECTIONS: WELD OR BOLT CONNECTIONS, AS INDICATED: A) CONNECTIONS NOT DETAILED ON THE DRAWINGS SHALL CONFORM TO THE REQUIREMENTS OF THE CITED AISC SPECIFICATION. B) STRUCTURAL BOLTS SHALL CONFORM TO THE LATEST ASTM A325 "HIGH STRENGTH BOLTS FOR STRUCTURAL JOINTS, INCLUDING SUITABLE NUTS AND PLAIN HARDENED WASHERS". C) WHERE THE REACTION VALUES OF BEAMS, BRACING, STRUTS, ETC., ARE NOT SHOWN ON THE DRAWINGS THE CONNECTIONS SHALL BE DESIGNED TO SUPPORT THE END REACTION DERIVED FROM THE TABLES AND FORMULA OF UNIFORM LOAD CONSTANTS IN PART 2, NINTH EDITION, OF THE AISC MANUAL OF STEEL CONSTRUCTION FOR THE GIVEN MEMBER SIZE, SPAN, AND YIELD STRENGTH. D) MINIMUM 3/16" FILLET E70-XX WELD SHALL APPLY UNLESS NOTED. E) MINIMUM 1/2" DIA. A325 BOLTS SHALL APPLY UNLESS NOTED. F) MINIMUM SIZE OF CLIP ANGLES SHALL BE L3x3x1/4" UNLESS NOTED. G) ALL GUSSET PLATES SHALL BE 3/8" THICK UNLESS NOTED, H) ALL HOLES FOR BOLTS SHALL BE 1/16 INCH LARGER THAN THE BOLT DIAMETER WITH AN EDGE DISTANCE OF AT LEAST 1 1/2 TIMES THE BOLT DIAMETER AND A SPACING OF AT LEAST 3 TIMES THE BOLT DIAMETER. ALL BOLTS SHALL BE PROVIDED WITH PALNUTS OR LOCK NUTS. 17. SUBMIT DRAWINGS OF ALL STRUCTURAL AND MISCELLANEOUS STEEL TO TECTONIC ENGINEERING FOR APPROVAL, AND INCORPORATE ALL COMMENTS PRIOR TO FABRICATION. 18. ROUND AND SQUARE HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500 "COLD -FORMED WELDED & SEAMLESS CARBON STEEL STRUCTURAL TUBING", GRADE B. 19. IF ANY HOLES ARE TO BE ADDED TO STEEL IN THE FIELD THEY SHALL BE PUNCHED OR DRILLED. NO HOLE BURNING SHALL BE ALLOWED. 11 MASONRY NOTES 11 1. DESIGN AND CONSTRUCTION OF ALL MASONRY WORK SHALL CONFORM TO ACI 530 AND 530.1 STANDARDS "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES", AND "SPECIFICATIONS FOR MASONRY STRUCTURES." 2. CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT HOLLOW LOAD BEARING UNITS CONFORMING TO ASTM C90 "HOLLOW LOAD-BEARINGCONCRETE MASONRY UNITS", LATEST EDITION. COMPRESSIVE STRENGTH OF MASONRY SHALL NOT BE LESS THAN 2000 PSI. COLOR AND FINISH AS INDICATE 3• MORTAR SHALL CONFORM TO ASTM C270 "MORTAR FOR UNIT MASONRY" TYPE N OR S. 4• GROUT SHALL CONFORM TO ASTM C476 "GROUT FOR REINFORCED AND NONREINFORCED MASONRY". ALL CELLS SHALL BE FILLED SOLID WITH GROUT AT REINFORCING. 5. ALL MASONRY SHALL BE CONSTRUCTED IN RUNNING BOND. 6• HORIZONTAL JOINT REINFORCING SHALL BE STANDARD WEIGHT LADDER TYPE (2-NO. 9 GAGE SIDE RODS) SPACED VERTICALLY AS INDICATED. FIRE STOPPING NOTES 11 1. SEAL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES WITH U.L. LISTED MATERIALS. 2. ALL WALL PENETRATIONS SHALL BE FILLED WITH A USG FIRE STOP SYSTEM. SYSTEM SHALL CONSIST OF THERMAFIBER SAFING INSULATION AS INFILL, SEALED WITH FIRECODE COMPOUND ON EACH WALL FACE. MATERIALS SHALL BE AS MANUFACTURED BY UNITED STATES GYPSUM COMPANY, CHICAGO, ILLINOIS. UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 3 ORIGINAL SIZE IN INCHES mm TEtOPLANNING • LWOW&ERlNG NIC • SURVEYING CONSTRUCTION MANAGEMENT =10 M$0 Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax. (845) 567-8703 www.tectonicengineering.com APPLICANT: - N,50� r1__ I . IN CONJUNCTION WITH: 1% -rawireless (SITE 2002015980 - LINCOLN AVENUE) - Xcingular WIRELESS (SITE N-G21) - MR ' 11�lD►1 Ni COMMUNICATIONS INC (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 LH DATE ISSUE - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 5/1-4/08 AS -BUILT CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • i • PURCHASE BLINDBROO1 i KING STREET RYE BROOK, j NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 T- 2 O SILT FENCE FABRIC (3'-0" WIDE) MIRAFI 10OX OR APPROVED EQUAL-,. SILT GRADE FENCE POST 0 8'-0" OC 11 6„ TAMPED EXCAVATED BACKFILL TRENCH UNDISTURBED SOIL NOTE: SILT FENCE TO BE MAINTAINED IN PLACE DURING CONSTRUCTION PERIOD. REMOVE UPON COMPLETION OF CONSTRUCTION. 3 SILT FENCE C-1 SCALE: 3/4" = 1'-O" In 1 OVER ALL SITE PLAN C-1 SCALE: 1" = 40' 1'-0" MIN THICKNESS OF 3" CRUSHED STONE '- COMPACTED FILTER FABRIC MIRAFI SUBGRADE 50OX OR APPROVED EQUAL SECTION A A NOTES: 1. STONE SIZE - USE 3" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2. WIDTH - 10 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. 3. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 4. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED 1N A CONDITION WHICH SHALL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF - WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS -OF -WAY MUST BE REMOVED IMMEDIATELY. 5. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHTS -OF -WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 6. PERIODIC INSPECTIONS AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. 7. UPON COMPLETION OF CONSTRUCTION, CONSTRUCTION ENTRANCE SHALL BE REMOVED AND CONCRETE CABLE DRIVE SHALL BE INSTALLED UP TO EXISTING PARKING LOT. SCALE: NTS •AM STABILIZE ENTIRE PILE W/VEGETATION TEMPORARY SOIL STOCKPILE a0w 2�'} ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE ---\ _ 1 v r 1. ALL EXCAVATIONS SHALL BE DEWATERED BY SUMPING, PUMPING, ETC, IN A MANNER WHICH WILL NOT LOOSEN FOUNDATION SUBGRADE MATERIAL. SURFACE WATER SHALL BE DIVERTED AWAY FROM EXCAVATIONS BY MEANS OF BERMS, DIVERSION DITCHES, OR OTHER SUITABLE METHODS. 2. CONFINED EXCAVATIONS FOR FOUNDATIONS, UTILITIES, ETC. SHALL BE LIMITED TO 4 FEET IN DEPTH UNLESS SHORING AND BRACING IS USED. TRENCH EXCAVATION GEOMETRY AND/OR BRACING SHALL CONFORM WITH OSHA REQUIREMENTS. 3. BACKFILL SHALL BE PLACED IN MAXIMUM LOOSE LIFT THICKNESSES OF 8 INCHES AND COMPACTED WITH SUITABLE COMPACTION EQUIPMENT. ALL FILL SHALL BE COMPACTED AT LEAST 95% OF MAXIMUM DRY DENSITY PER ASTM D1557. IN CONFINED AREAS WHERE ONLY HAND TAMPING IS FEASIBLE, FILL • SHALL BE PLACED IN MAXIMUM 4 INCH LOOSE LIFTS AND COMPACTED TO THE AFOREMENTIONED CRITERIA. 4. TEMPORARY EROSION CONTROL STRUCTURES SHALL BE INSTALLED AS REQUIRED BEFORE SITE IS DISTURBED. 5. ALL FILL SHALL BE CLEAN AND FREE OF LARGE ROCK; NO ORGANIC MATTER SHALL BE PERMITTED. 6. ALL AREAS DISTURBED BY ON -SITE GRADING THAT WILL NOT BE CONSTRUCTED UPON SHALL BE ESTABLISHED WITH PERMANENT VEGETATION. 7. ALL DISTURBED AREAS THAT WILL NOT BE GRADED,. UNDER ACTIVE CONSTRUCTION, OR TO BE PERMANENTLY SEEDED WITHIN 30 DAYS MUST BE STABILIZED BY TEMPORARY SEEDING OR MULCHING AS PER THE NEW YORK STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL, LATEST EDITION. 8. ALL AREAS SHALL BE GRADED TO DIRECT WATER AWAY FROM THE TOWER AND THE SHELTER. SYNTHETIC SEDIMENT FILTER FP001'% EXIST DRAINAGE STRUCTURE -- .1% ` 11. 1 1.1 NOTES: N% 1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM. 2. CONTRACTOR TO REMOVE FABRIC AND RESET FRAME AND GRATE UPON COMPLETION OF CONSTRUCTION. 2 INLET FILTER DETAIL C-1 SCALE: 3/4" = 1'-0" SECURELY TIED BALES PLACED ON THE CONTOURS 2 REBARS, STEEL PICKETS, OR 2" x 2" STAKES V-6" TO 2'--0" IN GROUND SECURE FILTER FABRIC TO FRAME AND GRATE r INSTALLATION NOTES: 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE STABLE AND 50 FEET FROM A FLOODPLAIN, SLOPE, ROADWAY OR DRAINAGE FACILITY. 2. MAXIMUM SLOPE OF STOCKPILE IS 1:2. 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED NTH EITHER SILT FENCING OR STRAW BALES, THEN STABILIZED WITH VEGETATION OR COVERED. STOCK PILING A,s +� �► • SCALE: 3/4" = 1'-0" POST CAP 0 INSIDE l ip GENERAL SITE PLAN NOTES 1. EXISTING SITE FEATURES AND PROPERTY LINES BASED ON A SITE PLAN ENTITLED "PROPERTY & PARTIAL TOPOGRAPHIC SURVEY, LAND OF VILLAGE OF RYE BROOK" PREPARED BY URS CORPORATION AES, DATED NOVEMBER 2005, LAST REVISED ON JANUARY 27, 2006, AND A FIELD INSPECTION PERFORMED ON MARCH 27, 2003 BY TECTONIC ENGINEERING & SURVEYING CONSULTANTS P.C. 2. NORTH DETERMINED BY DRAWINGS REFERENCED IN NOTE #1. 3. VERTICAL DATUM BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929 (APPROXIMATE). 4. EXISTING BUILDINGS AND ALL OTHER SIGNIFICANT FEATURES HAVE BEEN SHOWN WITHIN THE LIMITS OF DISTURBANCE. UNDERGROUND IMPROVEMENTS, IF ANY AND NOT VISIBLE, ARE NOT SHOWN. 5. THE SITE IS UNMANNED, DOES NOT ANTICIPATE GENERATING ADDITIONAL FUMES, ODORS, DUST OR VIBRATIONS, AND DOES NOT REQUIRE A MEANS OF WATER SUPPLY OR SEWAGE DISPOSAL. 6. THE FACILITY DOES NOT INCLUDE OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES. 7. DESIGN, FABRICATION AND ERECTION OF THE ANTENNA SUPPORTS SHALL CONFORM TO THE ANSI/EIA/TlA-222-F "STRUCTURAL STANDARDS FOR STEEL ANTENNA TOWERS AND ANTENNA SUPPORTING STRUCTURES". DESIGN WIND SPEED = 110 MPH. 8. THE FACILITY INCLUDES EMERGENCY SIGNS AS SHOWN ON SHEET C-4. 9. THE FACILITY INCLUDES SIGNS IN ACCORDANCE WITH FCC RULES ON RADIO FREQUENCY EMISSIONS 47 CFR 1.1307(b) AS SHOWN ON SHEET C-4. 10. THERE WILL BE NO IMPEDIMENT TO THE FIRE OR OTHER EMERGENCY OPERATIONS DURING CONSTRUCTION. 11. STORMWATER MANAGEMENT WILL BE ADDRESSED TO THE SATISFACTION OF THE VILLAGE ENGINEER. 12. SITE CLEANUP: REPAIR ANY DAMAGE TO THE LAWN, PLANTS, OR SITE FEATURES AT NO ADDED COST TO THE OWNER. REMOVE FROM THE PROPERTY, ALL MATERIALS AND DEBRIS NOT INCORPORATED INTO THE PROJECT. LEAVE THE SITE IN A NEAT AND CLEAN CONDITION. JEROS10iiiiii & SEDIMENT CONTROL NOTES NOTE FOR SEEDING AFTER ALL SLOPE AREAS ARE FREE OF STONES AND ARE IN A SMOOTH CONDITION, HYDROSEEDING SHALL BE USED TO APPLY SEED, FERTILIZER AND MULCH. LIME AND FERTILIZER: SHALL BE APPLIED AT THE RATE AS RECOMMENDED BY THE MANUFACTURER. MULCH: WOOD CELLULOSE MULCHING MATERIAL SHALL CONSIST OF SPECIALLY PREPARED WOOD CELLULOSE FIBERS CONTAINING NO GROWTH OR GERMINATION INHIBITING SUBSTANCES AND SHALL BE DYED GREEN UNLESS OTHERWISE SPECIFIED. IT MUST BE MATERIAL CAPABLE OF FORMING A HOMOGENEOUS SLURRY WHEN MIXED IN WATER WITH SEED, FERTILIZER AND AGITATED. PERMANENT SEED MIX: TYPE I ROADSIDE MIXTURE MINIMUM % Z. BY WEIGHT PURITY GERMINATION CREEPING RED FESCUE 30-40 98 85 KENTUCKY BLUEGRASS 10-20 90 80 ANNUAL RYE 10-15 95 90 PERENNIAL RYE 10-20 98 90 RED TOP 4-10 90 90 APPLICATION RATE SHALL BE 5 POUNDS PER 1000 SQUARE FEET. TEMPORARY SEEDING: TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL UNPROTECTED AREAS THAT PRODUCE SEDIMENT, AREAS WHERE FINAL GRADING HAS .SEEN COMPLETED AND AREAS WHERE THE ESTIMATED PERIOD OF BARE SOIL EXPOSURE IS LESS THAN 12 MONTHS. SEED SHALE ONE OF THE_FOLLOWNG: ANNUAL RYE GRASS APPLIED AT 1 POUND PER 1000 SQUARE FEET. PERENNIAL RYE GRASS APPLIED AT 1 POUND PER 1000 SQUARE FEET. WINTER RYE APPLIED AT 3 POUNDS PER 1000 SQUARE FEET. SEEDING APPLICATION: SPRING SEEDING USUALLY GIVES THE BEST RESULTS. THE RECOMMENDED SEEDING DATES ARE APRIL 1st THROUGH JUNE 1st. AUGUST 15th THROUGH SEPTEMBER 1st, IF CONSTRUCTION IS COMPLETED PRIOR TO GROWING SEASON, 3" OF MULCH HAY IS TO BE APPLIED AND MAINTAINED UNTIL SEEDING CAN BE PERFORMED. MAINTENANCE PROGRAM: LIME AND FERTILIZE YEARLY OR EVERY SECOND YEAR, FERTILIZE WITH A 10-10-10 OR EQUIVALENT ACRE 0 7.5 POUNDS PER 1000 SQUARE FEET. 1 1/4" DIA TOP RAIL 2 1/2" DIA POST G 8"-0" OC (3" DIA CORNER POSTS) 2"x2" 11 GA GALV CHAINLINK `7 OUTSIDE 6 GA TENSION WIRE 1 /2" CROWN GRADE I I' I I�a 4; I I " 3 MIN U CONCRETE z t° DIA 1111111111116 FENCE DETAIL_ C-2 SCALE: 1 /2" = 1'-0" SAFE D I G Before You Dig, Drill Or Blast! FOR PRIVATE PROPERTY - ® 1-800-825-9283 101 SHORE DRIVE, L J NEW WINDSOR, NY 12553 MOT rwy % -'' • MEMBERS OF NATIONAL UTILITY LOCATING CONTRACTORS ASSOCIATION AN APPROVED UTILITY SURVEY COMPANY WOULD BE ACCEPTABLE. 3AFELY NEW YORK Before You Dig, Drill Or Blast. UNDERGROUND ' FACILITIES PROTECTIVE ORGANIZATION A 0 •6•i ajo, i •i i • less a a • •r • butL I notit than days • • PLANNING TEC ENGINEERING TO.N- IC• SURVEYING CONS77=770N MANAGEMENT TECTONIC Engineering & Surveying Consuitants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPLICANT: _ i NEW IN CONJUNC'nON WITH: i - Verff im wireless (SITE 2002015980 - LINCOLN AVENUE) -YCirt ular WIRELESS (SITE N-1321) 11 ,POINT COMMUNICATIONS INC (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 ~1 LH DATE ISSt1F - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 11/16/06 PER VILLAGE ENGINEER COMMENTS 4 5/14/08 AS -BUILT 7 14:R4Za:2A 11 *-j mimm APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • • PURCHASE • BLINDBROOK i KING STREET RYE BROOK, ! NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A SHEET NUMBER VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE %SCF NE NEW YORK STATE EDUCATION LAW. RTC COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF 15 t.- THE PROFESSIONAL ENGINEER OR LAND SURVEYOR t r� SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 3 ®" �ESS10P ORIGINAL SIZE; IN INCHES IN EXIST UTILITY POLE W/ RISERS EXIST TEL MH - EXIST DRAIN -� Ik- I EXIST I MUTUAL DRIVEWAY I I N/F VILLAGE OF RYE BROOK "FIREHOUSE" EXIST WOOD FENCE W/ GATE EXIST TRANSFORMER ON CONC PAD EXIST CONC CURB --� EXIST WOOD RETAINING WALL - EXIST BITUMINOUS CURB EXIST GENERATOR ON CONC PAD EXIST BLOCK WALL w 01 h N EXIST HATCH z EXIST CONC PAD EXIST WINDOW WELL EXIST ELEC EQUIP, GAS SERVICE & VENTS EXIST BLOCK WALL EXIST GENERATOR ON CONC PAD EXIST CONC PAD W/ HANDRAIL -'` CB EXIST CATCH BASIN (TYP) 1.1 EXIST /- EXIST CONC WALK F CONC CURB EXIST EXIST CHAMBER U/G ELEC GRATE 256.04 INV 255.0 �l EXIST ELEC MH It G EXIST DRAIN {{� EXIST GRATE 257,37 i+ Q 12" P� INV 254.5 _ fIX" f t� EXT -===_�`�- --- �- F�12!SPVC T s CB 4EXIS" Pvc EXIST CATCH BASIN GRATE 258.72 INV NW 255.9 INV N 255.8 INV NE 254.3 EXIST ELEC EXIST CONC WALK EXIST SEWER & DRAINAGE RIGHT OF WAY EXIST FLAGPOLE - EXIST BENCH (TYP) EXIST CONC CURB SPECIAL NOTE, CONTOURS SHOWN ON DRAWINGS DO NOT EXACTLY MATCH EXISTING CONDITIONS. UPDATED CONTOURS PENDING FIELD SURVEY. EXIST KING STREET EXIST OVERHEAD WIRES BITUMINOUS WALK NYT 109 N YT 108 e MULTI 15" G Q„ S32'06, i5" E� TWIN 6„ --- 3215�, EXIST DBL 12" - EXIST"v y_� ..f r'� HEDGEROW 1„ BLOCK WALL EXIST SPOT LIGHT (TYP) EXIST BITUMINOUS CURB LEGEND 0 EXISTING BUSH CB Q EXISTING CATCH BASIN EXISTING PROPERTY LINE EXISTING RIGHT OF WAY EXISTING CONIFEROUS TREE o EXISTING SPOT LIGHT EXISTING EDGE OF PAVEMENT 0 EXISTING DECIDUOUS TREE 3 EXISTING LIGHT POLE EDGE OF DRIVE EXISTING CONCRETE CURB ca EXISTING MAILBOX OHW EXISTING OVERHEAD WIRES 0 EXISTING MANHOLE �- ,fir EXISTING WATER LINE S EXISTING SANITARY LINE EXISTING SIGN G EXISTING GAS LINE - - --- --- - -- -- - EXISTING CONTOUR EXISTING UTILITY POLE - EXISTING INDEX CONTOUR WG EXISTING WATER GATE -- -- INDEX CONTOUR - -- -- -- -- -- -- -- -- -- - CONTOUR rL-LL`LLLLI STABILIZED t{..l-Jrl.i.iJJ CONSTRUCTION ENTRANCE X -x x EXISTING CHAIN LINK FENCE 13 POLYVINYL FENCE TEMPORARY STOCK PILE SILT FENCE EXIST STONE WG RETAINING WALL EXIST CHAIN LINK __ FENCE EXIST 6" PVC INV 253.0 25q 254 25 �'' EXIST ` EXIST SHED `��- - _Afir', J tir' Xf--- x VALVE 257, 256, 259 252$ --�� EXIST 257.53 BITUMINOUS CURB EXIST LIGHT f GUT AND:► POLE (TYP) EXIST DIVERT 6" PVC x251.2 6" PVC EXIST ABANDONED INV 255.9EXIST 1 ` POOL FDN BELOW EXIST C BASINCB ATCH CONC CURB GRATE 255.99 { _ I L l _L L_ L L t L_�_LL.I� i_L ! t EXIST LINE OF EXIST BITUMINOUS PARKING EXIST INV 254.3 LLLL __� LLL 'LtiLLL LL I OLD FENCE POSTS CATCH BASIN x (SEE DETAIL 2/C-1 LL .I �L t_ LLLLL.L`t LL1� LLL _L GRATE 258A3 258.65 L LILt LL Ll._LLLL!_ LL LL 256'47 LL�LNLI LLLLLLL i INV 255.3 h f I_:L ALL LL_ i LIA. - - ft `L , LLLLL LL LLL� L�L (SEE DETAIL 2/C-1) f 256f66 LL I_Lu tL LL LL. LLL _I i - LI w CB LLI._LLLLgL.LL.LLI L EXIST SIGN (TYP) SPRINKLER - EXIST MAILBOX p ---- p { t ,' EXIST SPOT LIGHT gy NEW POLE (PER CONED) EXIST UTILITY EXIST POLE (TYP) WATER GATE - OHW TEMPORARY TREE _ PROTECTION (TYP) g e 41, (SEE DETAIL 6 » 4/C-5) EXIST CHAIN ULTI 6" FENCE NEW YELLOW 9 LLLLLLLLLLLL LL BOLLARD TYP OF 2 LLLLfL L.-1 LL EXIST �s`� ( ) j LLL LLLLLL --- L,���,�..,LLLL L BITUMINOUS CURB N�� EXIST �' LLi L:�L:L�L I. � 1 4�'�� WOOD CURB I( i ti43� LLLL LCL 11 M ` x LLLLL _LL 257.55 ! I LLLL L I{' �! 1 248.2 CABLE CONCRETE 257.26 +' I/ �� Ll= LL.. L l L_L L LLL Lj t LLLL L LLLLL e 1 rp / 'i� / - { LLL2a513. 1 EXIST �� / -`� LLL.LLELL_ I 4t 256.6 / EXIST 1 LAWN LLLLL l n STONE CURB t '' '�~ ; LLLL L I t X LLL _LL 4 t l L 4 I 254.4 Lml LM LLLL L L I*I�i' `� N/F RYE KING ASSOCIATES LLC > LLLL _ 7LL i ��LLLL_ - L.L. EXIST _ -ry �� LLLLt_ LL j {{ x cu 25318 % LLLLL 1 Q PLANTED _ .� �� x LLI L. L i 1 247.5 AREA (TYP) _LLl L�L L LL_ �L { j LLLL 'EXIST LLLL EXIST MEMORIAL�4j # `}� ? -_� L LLLLLL I twLLLt j� i .yrL_LL U ! L t LLB LLL�LLLLL LL LLLLLL LLLL WINDOW !' �t 2;; L 1 'L_L_E_L, -L-14- L _LL L: L iP1 LLLL LLL WELL % `k� ,r.- L- t"� LLL LLL. i i LIi`LL �LL _L. , LLLL m y.I,Lt . __L..L1.._I _ L LLLL.L_LL _ EXIST DRAIN « 531i � L L LLLLLLL LLLL t LLL Lf I 6" t_LLLLLLLLL LLLLLL_ i LLL LLLLL LL EQUIPMENT BUILDING L I_. ( i LLL.LLL_L.L LL __LL l L 1L LLLL L.LL L EXIST BRICK ! 'ie t -I-LL, LLL I LLLLLLLL LL..ttLCL LLL L 1 -L LLL .LLLLLLLLL LLLLL.LLLLL_L LLLLLLL i PATH (TYP) I } t_LL LL LLLLLLLLL .LLLLLLLLLLL LLL (LL \ FLAGPOLE I I (� " 2 POLYVINYL FENCE LL.L _LL�LLECJ�Lr_f FDN �� LLL LLL L !_LLLLLLL LLLLLL L r LL LLLLLLL LLLLLLL_LL !LLLLL L L �� j 04 r ^t2G EXIST LAWN \` 6 SDR-35 PVC z• 1 tr# d� v } , +`� 1 '^•.. t n � Y`}* ' f s� S i�•u Viz, ta��` 45 LF 0 5.00% /� LAND OF �� ��• ��r��5iY X 7ai#' cx� aPx - I VILLAGE OF \i .� Ti ;�}`r UI l f #iitx�r I ii j t of F3� 7 EXIST RYE BROOK �� 25 .4 r r{= Y�1 i � ; , L N 243.5 I CONC WALK SECTION 129.68 �t NEW 3 PE GAS GAS LINE BLOCK 1 LOT 14 ► " =r � t l ��� j �'3 ____ PER CON EDISON S i U M� `- h' ��`�'Lr $ia� t REQUIREMENTS OUTLINED IN EXIST I l� cvl env �Iek1x.? : ,._ 1 s�3sn L.r� I I EXIST ,f, x�Y' a � CATCH BASIN i� I 1 RL I A ELEC PANEL LAYOUT # S 06-35517-WTR GRATE 253.41 I ,iI L i EXIST 5" INV NE 247.6 II 'to 0'ie � � 1/ % J - EXIST {NV S 247.4 / I / :.A ► , / jt l 1 VENT PIPE BITUMINOUS CURB (SEE DETAIL /2/C_-'1 } (I 4,r j f I' .�'" C)% 'iti /SEXIST SAN MH EXIST VENT EXIST ,ycj5 I �f' t� j / BITUMINOUS CURB -0 W II G r G G EXIST EXIST BITUMINOUS PARKING �k EXIST 8" W '� ,� /r APy� ''- J r N - STAIRWELL 1� EXIST FDN VENT PIPE '� /f` s x -to Wj DRAIN CB ___.._..._.._._ _ S-__a_-... �;, _ �, ] --' ` - � EXIST 10>, 3�,,. � ./ ��1 ',,�� 1 �8„ S MTL ti MTL POST 25 12" 2 3'a STUMP COVER \o % loll 1 402.89' 250 -- ---- .�.-.._.-.... _... _.. ..� �. �. _.. �. j4 10 26" EXIST �� N3336'29"W / -- --} 4 _x --_ EXIST GAS, A p�6 � +"'�� 45 --~- g° kk/ BENCHMARK "D" SEWER & WATER C UNIT 6 SDR-35 PVC 2 = x �� 2 BENCHMARK "C" �n+� MAG NAIL SET 1.2' RIGHT OF WAY EXIST EXIST WALL CHISEL CUT 14 LF 0 7.57%04 +N> >� UP OLD UTIL POLE BITUMINOUS PATH DRYWELL 1 0 act, 6 SF 0 5 PVC EL 244.59 EXIST PVC \ ON CONC 28 LF 5.57% EXISTCB FRAME RIM = 250.2t „ BITUMINOUS CLEANOUTS �C?Q \� EL 253.01 INV IN = 248 25 �`�� EXIST 8 VENT PIPE WALK Wj METAL POSTS EXISTING "VILLAGE HALL„ BUILDING I SCALE: 1" = 20' N/F RYE KING ASSOCIATES LLC INV OUT = 249.25 (SEE DETAIL 1 /C-4) -' 6" SDR-35 PVC TO DAYLIGHT 0 2.00% (WITH RODENT SCREEN) �o 11 1, u EXIST DRAINAGE RIGHT OF WAY EXIST 6" PVC INV 240.1 DRILL HOLE FOUND IRON PIN FOUND IRON PIN FOUND TECTONIC + PLANNING 1 + ENGINEERING + SURVEYING • C©NSMUC770N MANAGEMENT 7E{CTCNIC Engineering & Surveying Consultants P.C. 955 Little Britain Rood New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 APPLICANT: IN CONJUNCTION WITH: - �� wireless (SITE 2002015980 - LINCOLN AVENUE) * CIl1 1,I �;aC WIRELESS (SITE N-G21) 1 'POINT COMMUNICATIONS INC (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 LH DATE ISSUE - 3/10/06 FOR REVIEW 1 5/22/06 FER PERMIT 2 9/13/06 PER COMMENTS 3 11 /16/06 PER VILLAGE ENGINEER COMMENTS 4 5/14/08 AS -BUILT APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • • PURCHASE i:'ii 938 KING STREET RYE BROOK, NY 10573 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 #2 EXIST CHAIN EXIST TREE DRYWELL RIM = 24#2 LINK FENCE W/ OLD WIRE SITE GRADING & INV IN = 247.75 W/ GATE FENCE (��` j� CONTROL INV OUT = 248.75 EROSION CONTROL (SEE DETAIL 1 /C-4) ASmBUILT PLAN \_6" SDR-35 PVC - TO DAYLIGHT 0 2.00% UNAUTHORIZED ALTERATION OR ADDITIONS TO A (WITH RODENT SCREEN) DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A of NEW )q, HEET NUMBER VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW.R r� COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 2 3 FES ORIGINAL. SIZE IN INCHES N F FLAGPOLE FND CABLE CONCRETE DRIVE (SEE DETAIL. 2/C-6) WITH TURNAROUND (SEE DETAIL 6/C-4) LLLLL LLLL.LLLLLL LLLLLLLL_LLLLLLLLLLLL LL LL LLLLLL-LLI--�-LLLLLLLLL-LLLLLLLLLLI-L LLLL LLLL_LLLLLLLLLLLLLLLLLLLI_LLLLLLLLLL LL LLLLL-LLLI-LLLLLLLLLLL-I-LLLLLLLLL-LLLLLL LLL LLLLLLLL_LLLLLLLLLLLLLLLLLLLLLLLLLLLL L- LL..._ LL._L._LLLL..LL..LLLLL-LLLL.LLL_._LLTLL_.LLL__LI._.LLL_L_L NE WALL (SEE LL L.._LLLLLLLLLLLL_.._LLLLLLLL_..I.._..LLI_.__L-LLLL.�.LLLLL__L_ AIL 12/C-4) LL LLL_.Y.LLLLL_L.L_LLLLLLL"LLLLLLL_L_LL._[-L_._.LLLLLLL._. 1*** * * * r-vi --F*-** a` U/G CABLE TRENCH / (SE DETAIL 5/C-4)-/ FLAGPOLE LIGHT (TYP OF 3) (SEE DETAIL 7/C-4) GRAVEL SURFACING (SEE DETAIL 11 /C-4) AC UNIT (TYP) (SEE SHEET M-1 s DRYWELL (TYP OF 2; (SEE DETAIL 1 /C-4) 2 2 2 a �- LANDSCAPING SEE SHEET C-2 A WOOD EDGING (TYP) (SEE DETAIL 10/C-4) y� 4'-6" WIDE GATE (SEE DETAIL 3/C-4) 1 POLYVINYL FENCE (SEE D TAIL 2/C-4) - TRANSFORMER (SEE SHEET E-1) i 't'F��7:t'.� �5 ��} �;�=i��>:: .� ?. c�" xi rZ ryg � P � x z•.s, S�t*.t �Y$ #t :t s r �a i i r4t'ti _, e. f Xz 5 k .-5, it i'� + .�.. y EXTERIOR R LIGHT TYP (SEE DETAIL 4 C 4 � i 1 i G LLLL�LL _LLL-L__LL_L -LLLLL-LLL CABLE CONCRETE DRIVE L L- L- L. L L- W/TURNAROUND _LL L :_.L L L _ L [_- L L L [_ L___ L L._ L. LLLLLLL _ L L_. L.. L [._._ L_ L_ L L L L L L L L LLL_LL_L__L 32' L L Lt6__-L L L 24' L�T LLLLL ELLLL_LL LLLLLL LLL_LLLLLLLLL-L.._L_:L.LLLLLL._,L._LI_LL_LLLL-L_..L.._LLI_L_.L LLL._L_L._._L_.LL._L__I_..LLL__L_L_LLLL_LOLLLL_LL.L...I__.L_LLL_LL_L_LL LLL_ L._ LL._ I_..._ LL._LL_ L_ L_LL_LL.I.._LLL.LLLLL_LLLLLL_LLLLL L OODGN,% G I LLLLL.._.L.__.L...LLLLL..-LLL—L_L..LLLL�LL._LL�L_L_..L._L L L E5L-L_.LL_LLLL.LLLLLLI-_L_LLLLLLLLLLL 4' L1__LLLL_.L_I__LL- LL_.L._L-LLLLLL_LLLLLLLLLLL.LLLLLL_ C L L_LLLL_.LLLL_ LL_LLLLLrL._LLL_LLLL_.LLLL_.L..L_L..L_LL...LL_ I_.I._-L.._L.LL_L _L..L.L_.LL_'[__L__LLLLL.-LLLL__L._LLLLLLLLLL_L-L_L_L U/G ANTENN L._.._LL_.LLL_..[.__L_L__L[_L_.L_L._..LL_LLw_L._L[�_LL_L.-L__LL�LLL.LLLLLL.L_LL CABLES IN CONCRETE L LLLLL_LLL_L_LLL_ LLLLLLL� LLI__L_LL LL L LLLLLLLLL TRENCH LLLLLLLL_L_LLLLL. LLLL_LLLLLLLLLLLLLLLLLLLL L .LL.LLL._LL_L._L_LL_..I_..L__L LLL_L__L L_LL_LL[��L L LLL L_LL—_L_ LL tk L_ L L_ L?�L•?�__ L. L_ L_ I_ ._ L_. L- L L L_ L__ L._. L_ L L.._...._ L L L L_ L L L_ I_ L L L LI._._L_.L>__LL _L L� i_ L LL LL_.LL.L_LL LLLL_L LLL_LLL_L�LL ;1_1- d cx> ri y Y } 'Rs! kA 11 i �n b K Y 2 R # , .z x f t'+ 3 �. ,z x' I. . _ ,.. ... =w. .y , ... kc.: .:. , .::.:# �. Y • ::+.. Y: .. xa a ... 3 E� .�.$. x ..:..., u ^, < - a„ < ..,. £ METER BANK 120' FLAGPOLE (SEE SHEET E-1) STONE WALL - EQUIPMENT BUILDING APPROX.. LOCATION SEE SHEET A-1 OF GAS LINE \, G _ 0 NEW LANDSCAPING NOT SHOWN FOR CLARITY, REFER TO SHEET C-5. 1 SITE DETAIL PLAN C-3 SCALE: 1" _ _10' 2 S -EXIST SAN MH W r 4 LIGHT TO ILLUMINATE FLAG POLYVINYL FENCE (Z) = 59.34' BENCHMARK "C" CHISEL CUT ON CONC CB FRAME EL 253.01 71.25' CONTRACTOR TO HAVE POLE q AND BUILDING CORNERS FLAGGED PRIOR TO CONSTRUCTION. 2 SITE LAYOUT PLAN C-3 ISCALE: 1" = 10' 1 1 1 c ! 1 1 en GATE ` (TYP OF 2) V NI CONDENSER E UNITS (TYP OF 8) 10.33' SEE SHEET M-1 FOR PLACEMENT 1 0 i w e o 1 1 D=`93.51' QC = 70.97' (8) = 113.46' BENCHMARK "D" MAG NAIL SET 1.2' UP OLD UTIL POLE EL 244.59 UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL, STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR C9 SHALL NOT BE CONSIDERED VALID COPIES. s '$A� G 1 2 3 ORIGINAL. SIZE IN INCHES • PLANNING • ENGINEERING • SURVEYING • CONSTRUCTION MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineer*tng.com APPLICANT: ooilE0,;', ; . N, IN CONJUNCTION WITH: - VeMOM wireless (SITE 2002015980 — LINCOLN AVENUE) Xcingular WIRELESS (SITE N—G21) 1 IP,T COMMUNICATIONS INO (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 11 LH - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 11/16/06 PER VILLAGE ENGINEER COMMENTS 4 5/14/08 AS -BUILT 7•?t„ 1 10=0m. APPROVALS CONSTRUCTION DATE: LEASING DATE: RE DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • • • PURCHASE r► BLINDBROOK aSTREET • RYE BROOK, NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 LAYOUTPARTIAL SITE DETAIL PLAN C-3 8'-0" FF ELEV=251.5 INV=249.31 - BLDG ROOF SCUPPER & LEADER SYSTEM i SURCHARGE PIPE SPLASH BLOCK FtN GRADE c� nao o o `-6" SDR-35 PVC VARIES (SEE PLAN 1 /C-2) PRECAST DRYWELL WOODARD'S MODEL DW-4x10 OR APPROVED EQUAL V-0" (MIN) 10 1/2" 4" AFL9/400SMH120/BL-P/A- 3+ (BY KIM LIGHTING OR EQUAL) • s A "'XrErL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS IN CASE OF EMERGENCY CALL (800) 563-9835 SIX , acsatu�t • (RED METAL SIGN W/WHITE LETTERING) EMERGENCY SIGN C-4 SCALE: 3" = 1'-0" NOTION (WHITE METAL SIGN W/BLACK LETTERING) 9 RF NOTICE SIGN C-4 SCALE: 3" = V-0" 10'-0 11 fIA2'-0" DACCESS COVER MIKE 111m I♦ 1 � 1►= ►` M= i ��I ��'1 ter/ �^"� w Za! M 1�+ r� ► m4 sm Rim r ` • %��' r= ►.= 1=i _r =-.1 �s ill �? 0 z SECTI01 D R YWE L.L DETAIL C-4 SCALE: 3/8" = V-0" i 1,-B" i i x e i GL9/BL-P GRID LOUVER FLAGPOLE LIGHT DETAIL SCALE: 1 1/2" = 1' 1 1/2" 2x8 PRESSURE 00 TREATED WOOD -FACING KING STREET- `- 3/4" CRUSHED STONE d- ASTM C33 SIZE#57 WEED BARRIER ev d Q 4 SHALL BE TYPAR ROTONDO ups. LANDSCAPE PLASTIBETON FABRIC OR CABLE TRENCH %�fjo'�ii Itfl! EQUAL MODEL (TYP OF 3) COMPACTED 6" CRUSHED SUBGRADE STONE ALL AROUND ,O W00D EDGING DETAIL C-4 SCALE: 3/4" = V-0" 3/4' CRUSHED STONE ASTM C33 SIZE #57 WEED BARRIER SHALL BE TYPAR LANDSCAPE FABRIC OR EQUAL b q N o COMPACTED SUBGRADE GRAVEL SURFACING DETAIL SCALE: 1 1/2" = V-0" DIVIDER ANCHOR (TYP (SEE DETAIL 14/C-4) Div di (TYP) FENCE DETAIL 2 C-4 SCALE: 1/2" = V-0" 6"Hx8"Wx12"D PISA 11 RISI STONE SYSTEMS (COLOR TO MATCH E: SEAL WEAT GRATING (BY CONTR CONC. PIPE (SEE DETAIL 2/C-6 STONE WALL DETAIL C-4 SCALE: 3/4" = 1'-0" HDPC REMOVABLE COVER (TYP OF 2) CONTRACTOR TO STENCIL, WITH PAINT, EACH CARRIER ID ON COVER TO INDICATE 2'-1 1/4" COAX LOCATION WITHIN TRENCH (TYP) CONTRACTOR TO INSTALL HDPC DIVIDER IN CENTER OF TRENCH 6'-4 3/16" EXIST GROUND C, (1 PER CARRIER) SCALE: 3/4" = V-0" 13 TRENCH DETAIL C-4 SCALE: N.T.S. SURFACE ti M -FACING BACK OF PROPERTY- .- 1 /4"R 1/a EXIST ANTENNA CABLE (TYP) IN RADE GATE DETAIL C-4 SCALE: 1/2" =1'-0" GEOTEXTILE NONWOVEN NEEDLE PUNCHED 8 OZ. MATERIAL 0 I N AIRCRAFT TYPE CABLE (TYP) PLAN 4 DETAIL C-4 SCALE: 1 1/2- _ 1'-0- CRUSHED STONE SUB -BASE 4 1/2" NYSDOT ITEM NO 304.04 11 1/2" 11 1/2" u� 1/2" x z `" V-3 1/2" BY KISTNER CONCRETE PRODUCTS INC OR APPROVED EQUAL SCALE: 3/16" = 1'-0" 1 . 0A 04 DIVIDER ANCHOR (SEE ADJACENT DETAIL) 14 DIVIDER DETAIL C-4 SCALE: N.T.S. SECTION A= (SCALE: 1/2" = 1'-0") rXTERIOR LIGHT aN DETECTOR #V500A/RABGT500 CABLE CONCRETE MAT BANK PROTECTION NYSDOT ITEM NO 05620.509 BY KISTNER CONCRETE PRODUCTS INC OR APPROVED EQUAL r— EXIST GRADE 3/4" CRUSHED STONE ASTM C33 SIZE #57 r II It �1 PLANNING ' ENGINEERING • SURVEI7NG CONSTRUC77ON MANAGEMENT 7ECTON00 Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 APPLICANT: s N E, AF IN CONJUNCTION WITH: Ver000 wireless (SITE 2002015980 — LINCOLN AVENUE) -Xcinguiar WIRELESS (SITE N-G21) 0 FMI�r,T COMMUNICATIONS INC (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 LH - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 5/14/08 AS -BUILT e: LLLLLLLLLLLLL a APPROVALS * MONOPOLE LLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLL, LLLLLLLLLLLLLLLLLLLLLLLLLLLL STONE WALL CONSTRUCTION DATE: ' LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL SEE SHEET C-6 LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL °° LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LL LEASING DATE: LLLLLiLLLLLLLLLLLLLLLLLLLLLLLLLLL LLL!_" ` LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLL LL ° LLLLLLLLLLLLLLLLLLLLLL..LLLL.LLLLLLL LLLLLLLL RF DATE: ° LLLLLLLLLLLLLLLLLLLLLLLLLL_LLLLLLL LLL..LLLLLLL LLLLLLLLLL.LLLLLLLLLL..LLLLLLLLLLLL Ltill `. STANDING DECK LLLLLLLLLLLLLLLLLLLLLLLLLLLLL,.LLL LLLLLLLLLLLLL ZONING DATE: LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLL SEE SHEET C-6 ' LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLL 'A LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLL L "' OWNER DATE: LLLLLLLLLLLLLLLLLL.LLLLLLLLLLLL LLLLLLLLLLLL LLLL, LLLLLLLLLLLLLLLLLLLLLLLLLLLL- LLLLLLLLLLL LLLLLL MONOPOLE BASE . LLLLLLLLLLLLLLLLLLLLLLLLLtI L LLLLLLLLLLL LLLLLLL PLATE (BELOW STEEL NETWORK ENG DATE: L.LLLLLLLLLLLLLLLLLLLLLLeL'CLLL f�L LLLLLLLLLLLLLLLLLLL L I STANDING DECK ) LLLLLLLLLLLLLLLLLLLLL,,L LLLL LL12,6,LLLLLLI. I I I LLLL LLL .4_LLLLLLLLLLLLLLLLLLLLLfLL LL LLLLLLLLLLLLL LLLL •. LLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLL LLLLLLL LLLLLLLLLLLLLLLLLLLLL L LLLLLLLL ILLLLLLLLL"Q LLLLLLLLLLLLLLLLLLL L LVLLLLLL LLLLLLLLLL LLLLLLLLLLLLLLLLLLL L LLLLLL LLLLLLLLLLLL LLLLLLLLLLLLLLLLLL((,��L LL}LL LLLLLLLLLLLLL •< LLLLLLLLLLLLLLLLLLLIL L LLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLALL L LLLLLLLLLLLLL LLL L .. ,. LLLLLLLLLLLLLLLLLLL L LLLLLLLLLLLLLLLLLLL L ` LLLLLLLLL.LLLLLLLLLLkL L LLLLLLLLLLLLLLLL NY L:�: LLLLLLLLLLLLLLLLLLLLL�,ALL LLLLLL LL a LLLLLLLLLLLLLLLLLLLLI_L�LLL LI LLLLLLLLLLLLLLLLLL PURCHASE BLINDBROOK . ° LLL LLLLLLLLLLLLLLLLLJ% LLLLLL LG�LLLLLLLLLLLLLLLLLLL L `� LLLLLL LLLLLLLLLLLLLLLLLtt 1-L-i�LLLLLLLLLLLLLLLLLLLL_ LL �.�` 'LLLLLLLLLLLLLLLLLI. L-L.I-LLLLLLLLLLLLLLLLLLLLLLLLLL L gag KING STREET 4: LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL L LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL L '°. LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL L %�(� �{ ((""�� ��77 RYE BROOK NY LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL # V�V LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL.LL L.' • LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL._LLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL LLL.LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL C LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL. LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL. . LLLLLLLLLLLLLLLLLLL_LLLLLLLLLLLLLLLI CARRIER ID STENCIL LLLLLLLLLLLLLLLLL.LLLLLLLLLLLLLLLL LLLLLLLLLLLL LLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLLLLLLLLLLL LLLLLLLLLLLLLL..LLLLL .d a 0 avemm„ t -- __1e CONCRETE TRENCH DETAIL. 3'-3 3f8" 2 HANDLING HOLES 1 1/2 0 Divider 15 TRENCH COVER DETAIL C-4 SCALE: N.T.S. SCALE: 3/8" = 1'-0" UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE a NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 712A 0 1 2 3 ESt�1� ORIGINAL, SIZE IN INCHES NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 3/16" GALV. STEEL CABLE, 3 PER TREE 1 5/8" O.D. GALV. STEEL PIPE, 3 PER TREE (PAINT BLACK) -� EXIST PLANTED AREA EXIST BRICK PATH EXIST LAWN EXIST SIGN PRUNE BACK ALL BRANCHES EXCEPT CENTRAL LEADER BY 1/3. RETAIN ORIGINAL SHAPE OF TREE CROWN "CINCH -TIE" W/REINFORCED 3/4" RUBBER HOSE. ATTACH 3 PER TREE ABOVE LOWEST BRANCH, REMOVE IN 2 YEARS PLANT TREE AT ORIGINAL DEPTH 1" MULCH 4" TEMPORARY SAUCER FINISHED GRADE MINIMUM SPAC.IN 10' (� TO `* 5' FROM FENCE TREE PLANTINGS C-5 SCALE: N.T.S. --REMOVE BURLAP FROM BALL '-- PLANTING SOIL (SEE PLANTING NOTES) - EXISTING SOIL SPECIAL NOTE: L_ L_.._ L L._ L_ L L LANDSCAPING IS NOT INSTALLED AT L-L L L� L_ L L_. CONCRETE DRIVE THIS TIME. TREES AND PLANTS TO ` L. LT L_ L_ L__ L.� L_ WITURNAROUND BE DETERMINED BY TOWN ENGINEER. LLLL U/G ANTEI CABLES IN CONCRETE TRENCH - 120' FLAGPOLE 0 LL_L —I L L_ L.._ _ L...__ L___ L_ L_L_L _L_LLT LLL_L....LL....L_ LL_LLL_Li L___ L_.__ L.__. L L L_ L— LL_LLrLL_LL L___. L L. L.. L L L.. L.L_LL_LL_LL L1_ L_.... L L.._ L.. L_ L...:. . L L_ L.. L_. L_ I__ L_ L.__ ____ __ _ ___ ___ -._ e__ L L L_ L_ L.._ L.__ L L L.... L L_ L L_ L_ L._._ L__._ L._ L_ L._ L_ L_ L.._ L L_ L L L:_... I— L_ L L— L_ L L L_ L L L_ L.._ L— L_. L_ L L_. L L_ L L_ L L_ L_ L L_ L L_ L_. L_ L_ L_ L L_ L L L_ L_ L_ L._ L✓ L L._ L_LLL_....LLLL_L.L__L_L1_L_LL_LL..L.LL_LLL_LLLL_L..L..L.L_L_L_1.__L_L_ L_ L.. L_ L.. L__ L...__ L__.. L L L__. L_ L L L L_ L_ L_ L_ L_- L_ L.. L L.. L L_ L_ L_ L_ L_ L_ L_ L__ L_ L_ L_ L L L___. L L_ L L L_ L L L— L L__. L L_. L.... L.__. L___. L___. L— L L LL_ L_. L_ L_ L L_ L L L._. !_ L_ L_ L_ I_ L_ (_ L_LL.LLLLLL_L__LL_LL.._LLLLLLLL_LL.:_LL.L_L.__.L_LLLL__L_L..L_ L_ L_ L.. L L�. L L_ L L L_ L L L_ L_ L_ L. L_ L._. L_ L_ L._.1.__ L_. L_ L— L... L_ L L L_ L_ L_._ L._ 1 _._ L_._ L LL✓L_LL__LL_LL_...LL_L_LL_LL._L_LLLL_L_LLLL_L_L.LLLL._L.LL.LLL LL_L...L__._ LLLL._LLL_._.L_L..L..LL_L_L__L_LL_L.L..LL_LLLLLLL_L_LL.__L_LL_L L_ L... L_ L__.. L_ L L_ L__. L__ L.. L__. L_ L_ L._ L_ L_ L.... L_.. L_ L.._ L..__ L. L_ L_ i.__ L_ L._ L..._ L. L_ L_ L. L._ L__.. L_ L_ L_ L_ L_ L.._ L L_ L._. L_ L_ L._._ L L L_ L_ L._. L_ L L___ L.___ L.__ L_ L_ L_ L.. L L_ L L_ L L_ L_ L.. L L. L..._ L_ L_ L_ L_ L... L_ L_ LL_L...L_L__..L_LL_L._._L....L...LL._.L_L.LLL...LLL_LL...L_L_L..LL.._L_L.._LLLLL_._.L..L_L_.__L___. LL L_LL_LDP—J—GL_L_.LL._.L._...LL_L_LL._LL..._.LLL_L_L...._L_LL_L_LL_LLL_L.__.LLLL_ L_ L... L L L_ L (T2y L_`f_1_L) L_ L_ L_ L_ L.. L_ L_ L_ L_ L_ L_ L_ L_ L� LT L_ L_ L_ L_. L_ L�_ L- L_ L_ L_ L_ L_ L_ L L_._. L L_ L.�.1_ L._ L_ L_ L. L_. L_.. L L L.. L_ L_ L L L_ L_ L_. I__ L_ L LL_ L L._ L__ L L_.. I.__ L_ L_ L_ L L_ L L L_ L L L_. L_ L_ _ 1_ _ L..._ L_ L L.___ L L L____ L.. L L._._ L.._ L L__.. L L.._ L_ L._ 1_ L L_ L L_ L._ L_ L_ ma`s` 1 LIGHT TO ILLUMINATE FLAG (TYP OF 3) U O EXIST CATCH BASIN EXIST VENT PIPE --�� 1 LANDSCAPING PLAN C-5 SCALE: 1" _ 10' SPECIAL NOTE. - THE CONTRACTOR IS TO GUARANTEE ALL PLANTS AND WORKMANSHIP FOR (2) PLANTING SEASONS. NEW SHRUB (SEE CHART ABOVE FOR SIZES) REMOVE BURLAP FROM TOP HALF OF BALL 3" MULCH TOP SOIL PLANTING SOIL-3 PARTS TOPSOIL 1 PART PEATMOSS BY VOLUME MINIMUM SEEING 5' (� TO (� 3' FROM FENCE 3 SHRUB PLANTING C-5 SCALE: NTS POL FEN, EXIST GRADE 1 /3 BURIAL OF OVERALL POST 1` EXIST PROPERTY LINE e 1 N PLANTING SCHEDULE QTY/ COMMON NAME SCIENTIFIC NAME SIZE COND SYMBOL 6 RM RED MAPLE QUERCUS RUBRA 4" - 4.5" CAL B & B 3 RO RED OAK ACER RUBRUM 4" - 4.5" CAL B & B 4 Sc SARGENT CHERRY PRUNUS SARGENTII 3" - 3.5" CAL B & B 3 PS WHITE PINE PILAUS STROBUS 14' - 16' H B & B 7 PP COLORADO SPRUCE PICEA PUNGENS 16' - 18' H B & B 3 PA NORWAY SPRUCE PICEA AB1ES 16' - 18' H B & B 10 JC COMPACT JUNIPER , JUNIPERUS CHINENSIS PFITZERANA COMPACTA 2' H CONT CONT 5 FL FORSYTHIA FORSYTHIA X INTERMEDIA 'LYNWOOD GOLD' 4' - 5' H CONT CONT B & B 20 VC HIGHBUSH BLUEBERRY VACCINIUM CORYMBOSUM 3' - 4' H CONT CONT B & B 7 VD ARROWOOD VIBURNUM DENTATUM 4' - 5' H CONT CONT B & B WOOD EDGING (TYP, BOTH SIDES) 4- DIA (MIN) EXTERIOR LIGHT (TYP) TRANSFORMER PLANTING NOTES 1. PRIOR TO DIGGING PLANT PITS, PLACE ALL PLANTS IN THEIR RELATIVE POSITIONS AS INDICATED ON THE PLAN FOR APPROVAL BY THE LANDSCAPE ARCHITECT. MAKE ADJUSTMENTS TO THE LOCATIONS AS REQUESTED. 2. INSTALL ALL PLANTS AS PER DETAIL 2/C-5. 3. REMOVE ALL BURLAP, WIRE, CORDS, TIES, AND OTHER WRAPPING MATERIALS FROM THE ROOT BALLS. 4. FOR ALL POTTED PLANTS, SCARIFY THE ROOT SYSTEM PRIOR TO PLANTING. 5. PLANT ALL PLANTS SO THAT THE TOP OF THE ROOT BALL IS LEVEL OR SLIGHTLY ABOVE THE SURROUNDING SOIL LEVEL. 6. PROVIDE NEW TOPSOIL AS NEEDED TO COMPLETE THE PLANTING WORK. 7. INCORPORATE AMPLE AMOUNTS OF PEAT MOSS OR COMPOST MATERIAL INTO THE BACKFILL SOIL FOR ALL PLANTS. 8. MULCH ALL PLANTS, BEDS, AND TREE SAUCERS WITH 1" LAYER OF NATURAL BROWN SHREDDED BARK. 9. THOROUGHLY WATER PLANTS AFTER PLANTING. 10. PROVIDE A ONE GROWING SEASON PLANT REPLACEMENT GUARANTEE FOR NEW PLANTINGS. 11. ALL PLANTS MUST BE LABELED WHEN THEY ARE DELIVERED TO THE SITE. 12. CALL THE LANDSCAPE ARCHITECT FOR APPROVAL BEFORE SUBSTITUTING PLANTS. ORANGE SAFETY FENCE (MIN 4' HIGH) -FIRMLY DRIVEN METAL "T" BAR STAKES (1 1 /2" X > 1 1 /2" x 1 /8" x 10-) OR EQUAL & 6' OC NOTES: 1. BARRIER PREVENTS COMPACTION OF SOIL AROUND ROOTS BY CONSTRUCTION EQUIPMENT. 2. REMOVE ALL FENCING AND STAKES IMMEDIATELY AFTER COMPLETION OF CONSTRUCTION. 3• OPTIONAL: 2"x6" WOOD FRAMING BUILT AS SQUARE AROUND TREE. 4 TREE PROTECTION DETAIL C-5 SCALE: NTS EXISTING PROPERTY LINE EXISTING CHAIN LINK FENCE EXISTING CURBLINE EDGE OF DRIVE POLYVINYL FENCE SHADE TREE EVERGREEN TREE FLOWERING TREE SHRUB UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 3 I Omni ORIGINAL. SIZE IN INCHES I �-1 I ■IIII PLANNING • ENGINEERING SURVEYING • CONSTRUC77ON MANAGEMENT nICTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 APPLICANT: N,-,, , - .__,.X - wo IN CONJUNCTION WITH: Ilk Iff - ver o wireless (SITE 2002015980 - LINCOLN AVENUE) :k singular WIRELESS (SITE N-1321) 310MIUMIPOINT COMMUNICATIONS INC (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 11 LM DATE ISSUE - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 11 /16/06 PER VILLAGE ENGINEER COMMENTS 4 5/14/08 AS -BUILT APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 LANDSCAPING PLAN, DETAILS & NOTES C-5 FOUNDATION NOTES: 71 T /r"1 a ^M^1 r NORTHEAST ELEVATION SCALE: 1 " = 10' x 18' FLAG )ER 0 ATE FLAG 3) /G GRADE 51'—O" t ELEVATION NOTE) 23 1/2" DIA OPENING ANTENNA COAX (TYP) SAWCUT OPENING FOR NEW CONC TRENCH. SEAL WEATHERTIGHT CONTRACTOR TO SECURE & SEAL FIRST 10'-0" COVER WEATHERTIGHT RESTORE LAWN o R CONC. TRENCH —' '/�// 6" PVC PIPE BY G. C. (STUB 2" ABOVE GRAVEL BASE) (SEE SHEET C-2 FOR DRAIN LOCATION) 3 SECTION C-6 SCALE: 3/4" = V-0" NEW FLAGPOLE BUS BAR STEEL STANDING DECK (BY CONTRACTOR) STONE WALL ,----(SEE DETAIL 12/C-4) \j PORT (TYP) N / � /\1 9'-2" O.D. CONCRETE i PIPE (SUPPLIED & h INSTALLED BY G. C.) (0 6" PEA GRAVEL BASE GEOTEXTILE MATERIAL MIRAFI-50OX OR EQUAL FLAG POLE ANCHORING TO PIER CONNECTION (DESIGN BY TOWER MFR.) 2 POLE FOUNDATION C-6 SCALE: 1/4" = V-0" /2"x3O 1 /2" 72 MOD 60) 13 1 3/16" DIA HOLES A 26" DIA BOLT ;LE 0 30" APART 4 SECTION C-6 SCALE: 3/4" = V-0" 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED (6f1.5'). CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.46. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH " THE BUILDING REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318, LATEST EDITION. FOUNDATION INSTALLATION SHALL BE IN ACCORDANCE WITH ACI 336. "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DRILLED PIERS", LATEST EDITION. 2. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 (GRADE 60) EXCEPT THAT CAISSON TIES MAY BE ASTM A-615 (GRADE 40). ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315, LATEST EDITION, UNLESS DETAILED OTHERWISE ON THIS DRAWING. 3. APPROXIMATE CONCRETE VOLUME = 19.4 CUBIC YARDS. CONTRACTOR TO VERIFY WITH FINAL MFG DRAWINGS BEFORE ORDERING 4. FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL BORING LOG PREPARED BY: SJB SERVICES, INC. REPORT #: CE-04-010 DATED: 04-09-2004 5. CONTRACTOR SHALL READ THE GEOTECHNICAL AND CONSULT THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO CONSTRUCTION. 6. THE FOUNDATION WAS DESIGNED USING THE FOLLOWING SERVICE LOADS: MOMENT: 1100 FT —KIPS SHEAR: 16 KIPS AXIAL: 16 KIPS 1, THE PRELIMINARY POLE DESIGN SHOWN IS BASED UPON DESIGN DRAWINGS BY: PENN SUMMIT TUBULAR, LLC. 2. FOUNDATION DESIGN SHOWN IS BASED UPON DESIGN DRAWINGS BY: PENN SUMMIT TUBULAR, LLC. 3. FINAL SIGNED & SEALED DESIGN DRAWINGS OF FLAGPOLE AND FOUNDATION WILL BE PROVIDED TO BUILDING DEPARTMENT PRIOR TO ISSUANCE OF THE BUILDING PERMIT. "MESS PORT 1" CONC. TRENCH —' '/�// 6" PVC PIPE BY G. C. (STUB 2" ABOVE GRAVEL BASE) (SEE SHEET C-2 FOR DRAIN LOCATION) 3 SECTION C-6 SCALE: 3/4" = V-0" NEW FLAGPOLE BUS BAR STEEL STANDING DECK (BY CONTRACTOR) STONE WALL ,----(SEE DETAIL 12/C-4) \j PORT (TYP) N / � /\1 9'-2" O.D. CONCRETE i PIPE (SUPPLIED & h INSTALLED BY G. C.) (0 6" PEA GRAVEL BASE GEOTEXTILE MATERIAL MIRAFI-50OX OR EQUAL FLAG POLE ANCHORING TO PIER CONNECTION (DESIGN BY TOWER MFR.) 2 POLE FOUNDATION C-6 SCALE: 1/4" = V-0" /2"x3O 1 /2" 72 MOD 60) 13 1 3/16" DIA HOLES A 26" DIA BOLT ;LE 0 30" APART 4 SECTION C-6 SCALE: 3/4" = V-0" 1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE SHALL BE AIR ENTRAINED (6f1.5'). CONCRETE SHALL HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.46. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH " THE BUILDING REQUIREMENTS FOR REINFORCED CONCRETE", ACI 318, LATEST EDITION. FOUNDATION INSTALLATION SHALL BE IN ACCORDANCE WITH ACI 336. "STANDARD SPECIFICATIONS FOR THE CONSTRUCTION OF DRILLED PIERS", LATEST EDITION. 2. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615 (GRADE 60) EXCEPT THAT CAISSON TIES MAY BE ASTM A-615 (GRADE 40). ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES", ACI 315, LATEST EDITION, UNLESS DETAILED OTHERWISE ON THIS DRAWING. 3. APPROXIMATE CONCRETE VOLUME = 19.4 CUBIC YARDS. CONTRACTOR TO VERIFY WITH FINAL MFG DRAWINGS BEFORE ORDERING 4. FOUNDATION DESIGN IS BASED UPON GEOTECHNICAL BORING LOG PREPARED BY: SJB SERVICES, INC. REPORT #: CE-04-010 DATED: 04-09-2004 5. CONTRACTOR SHALL READ THE GEOTECHNICAL AND CONSULT THE GEOTECHNICAL ENGINEER AS NECESSARY PRIOR TO CONSTRUCTION. 6. THE FOUNDATION WAS DESIGNED USING THE FOLLOWING SERVICE LOADS: MOMENT: 1100 FT —KIPS SHEAR: 16 KIPS AXIAL: 16 KIPS 1, THE PRELIMINARY POLE DESIGN SHOWN IS BASED UPON DESIGN DRAWINGS BY: PENN SUMMIT TUBULAR, LLC. 2. FOUNDATION DESIGN SHOWN IS BASED UPON DESIGN DRAWINGS BY: PENN SUMMIT TUBULAR, LLC. 3. FINAL SIGNED & SEALED DESIGN DRAWINGS OF FLAGPOLE AND FOUNDATION WILL BE PROVIDED TO BUILDING DEPARTMENT PRIOR TO ISSUANCE OF THE BUILDING PERMIT. "MESS PORT 1" ci�t=tv'r~s: ",York, NY Mdumnd, VA " Atralry, tJY Ci u,grati; on f tur,6a;j. CT' - rr~c*aNrc �ns;�r�rt� a su�tisy�t�q car,sE,fi�rts tie;: P.O. Rox 8I 70 Pleasant Nil[ Read (609) 628-031 rAX (845) W4.5999 Mountrfinvtitte, NY 10953 e+�S t�ctonieeugineering:eom FAA'2-C SURVIsY CERTIFICATION Applicant. NEXTEL: Communications of New. York,Jm DBA NEXTEL Communications One North Broadway White Plains, NY 10601 Site Name:. Purchase 8lindbrook Site Number: NY-1826 Site Address: 938 King Street Rye Brook, NY 10573 Horizontal Datum: ■ GPS survey 0 Ground survey Vertical Datum: i GPS survey El Ground survey Structure Type., ■ New Tower Gi Water Tank'; Z) Existing Tower 171 Smoke Stack Roof Top 0: Other Latitude: 41 ` 02 ' '03.19 " North Longitude: 73 ° 40' 27.15 " West Ground Elevation: 2b4 —AMSL Elevation In feet Existing Grade T Ground Certification: I certify that the latitude of41° 02' Q3,19" to within +1. fid feet horizontally, and that Company: Survuyar/Engineer Signature/Seal: Date: of 1929 and are expressed In. 7e, 40' 27.15" are: acculta_te- expressed in degrees, minutes and secontl: is.011ie. National:G00detic.Vertical Datum:cf Im TEC WO �37z2.182ro PLANNING • :ENG(NEERING SURVEYING ; CONSTRUCTION ;144NArpEMENT Any Equal Opportunity Ernikiyer 3 2--C CERTIFICATION C-6 SCALE: N.T.S. UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A NEW VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE OF NEW YORK STATE EDUCATION LAW. � RJO� COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE s OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR (7 SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 3 12 SSI ORIGINAL SIZE IN INCHES • PLANNING * ENGINEERING • SURVEYING • CONSTRUC77ON MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fox: (845) 567-8703 www.tectonicengineering.com APPUCANT: . � E a or- !m—­ N. IL IN CONJUNCTION WITH: us - veon wireless (SITE 2002015980 - LINCOLN AVENUE) - Xcingular WIRELESS (SITE N-1321) COMMUNICATiONIB IN (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 JM nATF ISSt1F — 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 5/14/08 AS —BUILT ry !! ! 41T a CONSTRUCTION DATE: 1 LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • a i A 0 low NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 Nimu ;z 1! q- NEXTEL IDEN PANEL ANTENNAS (TYP OF 3) 115'-O"± AGL (SEE PLAN 4/RF-1) OL NEXTEL CDMA PANEL ANTENNAS (TYP OF 3) 108'-0"t AGL (SEE PLAN 6/RF-1) T/FLAGPOLE "! 120'-0" AGL �^. f-15' NEXTEL SLOT CINGULAR PANEL ANTENNAS (TYP OF 3) 100'-0"t AGL - (SEE SHEET RF-2) .:H fi 0 �t 0 T-MOBILE _ PANEL ANTENNAS (TYP OF 3) 92'-O"t AGL fi+i (SEE SHEET RF-3) �I zo VERIZON WIRELESS PANEL ANTENNAS (TYP OF 3) 82'-0"t AGL (SEE SHEET RF-4) CL VERIZON WIRELESS PANEL ANTENNAS (TYP OF 3) -H 76'-O"± AGL tz (SEE SHEET RF-4) ,ivy .- M NEXTEL GPS ANTENNA (TYP OF 3) PREFABRICTED (SEE DETAIL 2/RF-1) EQUIPMENT BUILDING (BY KULLMAN INDUSTRIES) { I I fi T/GPS ANTENNA ffii "max.. fi 0 I ANTENNA CABLES ROUTED U/G TO FLAGPOLE IN i L- U/G CONCRETE TROUGH LE1 1:14 ELEVATION NOTE: GRADE ELEVATION WAS DETERMINED TO BE EL 251'-O"f, AS REFERENCED ON DRAWINGS ENTITLED "PROPERTY & PARTIAL TOPOGRAPHIC SURVEY, LAND OF VILLAGE OF RYE BROOK" PREPARED BY URS CORPORATION AES, DATED NOVEMBER 2005, LAST REVISED ON JANUARY 27, 2006. ALL OTHER ELEVATIONS INDICATED WERE DETERMINED ON THIS BASIS. NORTHEAST ELEVATION SCALE: 1" = 10' FLAG 10' CINGULAR SLOT 10' T-MOBILE SLOT 11' VERIZON SLOT ANTENNA CABLES ROUTED IN FLAGPOLE UP TO ANTENNAS 120' FLAGPOLE (BY EEI) LIGHT TO ILLUMINATE FLAG (TYP OF 3) STONE WALL T/AVG GRADE EL 251'-0"t i (SEE ELEVATION NOTE) 1 /4" It MOUNT (F W/BUILDING) CPS ANTENNA (FURNISHED BY CARRIER) (SEE DETAIL 3/RF-1) T/PARAPET `� PROVIDE NUT AS READ F/EQUIPMENT ��,�� 1/2" DIA COAX BLDG & PARAPET 1/8 U-BOLT (TYP OF 2) HSS 1.0050.133 GPS ANTENNA MOUNT SCALE: 3/4" = 1'-0" ANTENNA MOUNTING FRAME (TYP) (BY POLE MFG) AfCVTl�L _ ANTENNA DETAIL 5/RF-1) 120' FLAGPOLE 0 CL 115'-O" t AGL NEXTEL ANTENNA MOUNTING PLAN SCALE: 3/4" = i'-O" ANTENNA )ETAIL 7/RF-1) 120' FLAGPOLE AZ r 6 ANTENNA MOUNTING FRAME (TYP) (BY POLE MFG) x�o9 0 (L 108'-0"± AGL 6 NEXTEL ANTENNA MOUNTING PLAN RF-1 SCALE: 3/4" = 1,-0" NEXTEL ANTENNA AND COAXIAL SCHEDULE SECTOR ANTENNA # MECHANICAL DOWN TILT AZIMUTH ANTENNALC HEIGHT (AGL) COAXIAL CABLE COLOR MARK 1 BXA-80090/4 0' 10' 115'-0"± 1 GREEN 1 RR90-17-VDPL2/R 0' 10' 108'-O" t 1 WHITE 2 BXA-80090/4 0' 130' 115'-0"f 2 GREEN 2 RR90-17-VDPL2/R 0' 130' 108'-O"t 2 WHITE 3 BXA-80090/4 0' 250' 115'-O" ± 3 GREEN 3 RR90-17-VDPL2/R 0' 250' 108'-0"± 3 WHITE PRIMARY CPS - - - 12'-4" 1 YELLOW SECONDARY CPS - - - 12'-4" 2 YELLOW SPARE CPS - - - 12'-4" 3 YELLOW THESE ANTENNAS UTILIZE 2 CABLES 4 5/16" U GPS ANTENNA (WHITE) 1 1/2" 3 GPS ANTENNA RF-1 SCALE: 3" = V-0" NEXTEL PANEL ANTENNA SPRINT/NEXTEL ANTENNA DATA CDMA IDEN ANTENNA SPECIFICATIONS SECTOR MODEL OTY AZIMUTH 1 (UPPER) BXA-80090/4 1 10, 2 (UPPER) BXA-80090/4 1 130' 3 (UPPER) BXA-80090/4 1 250' SECTOR MODEL m AZIMUTH 1 (LOWER) RR90-17-VDPL2/R 1 10, 2 (LOWER) RR90-17-VDPL2/R 1 130' 3 (LOWER) RR90-17-VDPL2/R 1 250' CHA.RA.CTE IR SMS CHARACTERISTICS (UPPER) (LOWER) HEIGHT 96" HEIGHT 48" WIDTH 12" WIDTH 13.5" DEPTH 6" DEPTH 8" WEIGHT 36 LBS WEIGHT 18.5 LBS WIND AREA (CxA) 8.0 SF WIND AREA (CxA) 1.3 SF NEXTEL COAX CABLE SCHEDULE COAX RUN COAX SIZE MIN BEND RADIUS SECTOR ANTENNAS: 0 to 150 FEET 150 to 220 FEET > 220 FEET 7/8"0 LDF5-50A CABLE 1 1/4"0 LDF6-50 CABLE 1 5/8"0 LDF7-50A CABLE 15" 20" 25' GPS ANTENNAS: 0 to 250 FEET > 250 FEET 1 /2" 0 LDF4-50A CABLE 7/8"0 LDF5-50A CABLE 15$' 15" 1'-0°' 5 NEXTEL ANTENNA RF-1 SCALE: 3/4" = 1'-0- NEXTEL PANEL ANTENNA 1'-1 1/2- 1-0 7 NEXTEL ANTENNA RF-1 SCALE: 3/4" = 1'-Q" i UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A _SOF VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW.RTO COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED ma`s SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. + 07124� 0 1 2 3 ��0'Ess���e ORIGINAL, SIZE IN INCHES • PLANNING IMF — ENGINEERING • SURVEYING CONSTRUCTION MANAGEMENT TLGTOM0Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fox: (845) 567-8703 www.tectonicengineering.com APPUCANTs NmRE,, it -- F- - R -L, IN CONJUNCTION WITH: - Ven wireless (SITE 2002015980 — LINCOLN AVENUE) Xcingular WIRELESS (SITE N—G21) MR COMMUNICATIONS INC (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 JM DATE ISSUE - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/11/06 PER COMMENTS 3 5/14/O8 AS -BUILT APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 NEXTEL ANTENNA DETAILS PREFABRICATED EQUIPMENT BUILDING (BY KULLMAN INDUSTRIES) T/ROOF & POLYVINYL CORNICE —� FENCE - - - NTH GATE —\ CI N GU LAR ANTENNA AND COAXIAL SCHEDULE ANTENNA POSITION AZIMUTH ANTENNA MODEL NO. COAX SIZE RAD CENTER COLOR CODE COAX FUNCTION ANTENNA BEAM WIDTH MECH DOWN TILT 1 0 DEGREES PER CARRIER (4)1 5/8 102'-6"—FT GREEN 1900 RXA 65—DEG O—DEG GREEN -GREEN -GREEN 1900 RXBXB 2 120 DEGREES PER CARRIER (4)1 5/8 102'-6"-FT BLUE 1900 RXA/TX1 65-DEG O DEG BLUE -BLUE -BLUE 1900 RXB 3 240 DEGREES PER CARRIER (4)1 5/8 102'-6"-FT WHITE 1900 RXA/TX1 65-DEG 0 DEG WHITE -WHITE -WHITE 1900 RXB GPS N A f KATHREIN OG-860/1920/GPS (2)-1/2YELLOW » ]7N GPS N/A N/A YELLOW —YELLOW BCCH • PLANNING • ENGINEERING • SURVEYING • CONSTRUCriON MANAGEMENT MrON10 Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineer'ing.com P NEXTELN PANEL ANTENNAS CINGULAR ANTENNA DATA 824--896 MHZ (TYP OF 3) 115'—O"i AGL (SEE PLAN 4/RF-1) - T/FLAGPOLE ANTENNA SPECIFICATIONS oSECTOR MODEL i Y AZIMUTH "i 120'-0" AGL 1 PER CARRIER 1 15' NEXTEL CDMA 2 PER CARRIER 1 120` PANEL ANTENNAS 15' NEXTEL SLOT 3 PER CARRIER 1 240' APPUCANT: (TYP OF 3) FLAG CHARACTERISTICS"" 108'-0"± AGL j� ,4A' (SEE PLAN 6/RF-1) } l HEIGHT 51.8" AF­XWIDTH 10.3" I i DEPTH 5.5" 1 WEIGHT 36.4 LBS CINGULAR EQ. FLAT PLATE AREA 3.7 SF IN CONJUNCTION WITH: PANEL ANTENNAS (TYP OF 3) I, 1 verqoWireless 100'-0"± AGL - � - ! GPS ANTENNA (SEE PLAN 4/RF-2) }i"_' 1/4„ R (FURNISHED BY CARRIER) (SITE 2002015980 — LINCOLN AVENUE) 10' CINGULAR SLOT R MOUNT (PROVIDED (SEE DETAIL 3fRF-2) W/BUILDING) T/PARAPET —Xcingular 4♦ WIRELEM (SITE N-G21) PROVIDE NUT AS REQD 10' T—MOBILE SLOT _1 �P,T T—MOBILE F/EQUIPMENT 1 2 DIA COAX PANEL ANTENNAS _ BLDG & PARAPET / T/ROOF COMMUNICATIONS I N C (TYP OF 3) 92'-0"t AGL 1/8 SITE NY-09-264) (SEE SHEET RF-3) 0j 4 5/16" ( — — — — — — — — - — — PROJECT NUMBER DRAWN BY VERIZON WIRELESS U—BOLT � PANEL ANTENNAS _ isy 11' VERIZON SLOT (TYP OF 2) 3%22.�I82� JM (TYP of 3) — = = _ — = _ = — = _ _ _ = t° DATE ISSUE 82'—O"t AGL if (SEE SHEET RF-4) HSS 1.0054.133 — 3/10/06 FOR REVIEW GPS ANTENNA VERIZON WIRELESS (WHITE) 1 5j22/06 FOR PERMIT PANEL ANTENNAS 1 1j2" 2 9/11/06 PER COMMENTS (TYP OF 3) -H ANTENNA CABLES 76'—O"t AGL ROUTED IN FLAGPOLE {'� (SEE SHEET RF-4) UP TO ANTENNAS g GPS ANTENNA 3 8/i 4%08 AS —BUILT j 2 GPS ANTENNA MOUNT RF-2 I " = „ SCALE: 3 1- 0 RF-2 SCALE: 3/4" = V-0" 120' FLAGPOLE (BY EEI) ANTENNA CABLES ROUTED U/G TO FLAGPOLE IN U/G CONCRETE TROUGH NORTHEAST ELEVATION SCALE: 1" = 10' LIGHT TO ILLUMINATE FLAG (TYP OF 3) — T/AVG GRADE EL 251'-0"t (SEE ELEVATION NOTE) r V�l 11� ANTENNA MOUNTING FRAME (TYP) (BY POLE MFG) ^ 1^111 AIN ANTENNA TAIL 5/RF-2) 120' FLAGPOLE 7�• CINGULAR ANTENNA MOUNTING PLAN SCALE: 3/4" = V-0" CINGULAR PANEL ANTENNA 10.3" 5 CINGULAR ANTENNA RF-2 I SCALE: 3/4" = V-0" UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. �12� 0 1 2 3 ®ESO IL ORIGINAL SIZE IN INCHES li=m� i�!illl�'-� Fil9i OUT "I CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • 26 KING STREET RYE BROOK, NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 CINGULAR ANTENNA DETAIL`� Hare M.11 NEXTEL IDEN PANEL ANTENNAS (TYP OF 3) 115'-O" t AGL (SEE PLAN 4/RF-1) 0 1 NEXTEL CDMA `- PANEL ANTENNAS (TYP OF 3) 108'-0" t AGL (SEE PLAN 6/RF-1) - CINGULAR PANEL ANTENNAS (TYP OF 3) 100'-O"t AGL _ (SEE SHEET RF-2) H- 0 1 d-. -H a> t i� ITE T-MOBILE _ PANEL ANTENNAS (TYP OF 3) 92'-O"t AGL -H (SEE PLAN 4/RF-3) I it1 (L VERIZON WIRELESS PANEL ANTENNAS - (TYP OF 3) 82'-O" t AGL (SEE SHEET RF-4) q VERIZON WIRELESS PANEL ANTENNAS (TYP OF 3) 76'-0"t AGL (SEE SHEET RF-4) ! r• - = 2 -- -- -= -- - - - = -- -- - = - -- - =� - = - - - -- Ni Et-- 07777 e -- T _ . a._.... �_.A.all RR :«._ ■ ■.-rs�«_. ..�a_:a K: ANTENNA CABLES ROUTED U/G TO FLAGPOLE IN t t U/G CONCRETE TROUGH ire i ELEVATION NOTE: GRADE ELEVATION WAS DETERMINED TO BE EL 251'-0" t, AS REFERENCED ON DRAWINGS ENTITLED "PROPERTY & PARTIAL TOPOGRAPHIC SURVEY, LAND OF VILLAGE OF RYE BROOK" PREPARED BY URS CORPORATION AES, DATED NOVEMBER 2005, LAST REVISED ON JANUARY 27, 2006. ALL OTHER ELEVATIONS INDICATED WERE DETERMINED ON THIS BASIS. NORTHEAST ELEVATION SCALE: 1" = 10' 0 1 T/FLAGPOLE 120'-0" AGL r- 15' NEXTEL SLOT 10' CINGULAR SLOT 10' T-MOBILE SLOT its I f- 11' VERIZON SLOT ANTENNA CABLES ROUTED IN FLAGPOLE UP TO ANTENNAS 120' FLAGPOLE (BY EEI) 1 /4" R R. MOUNT (PI W/BUILDING) GPS ANTENNA (FURNISHED BY CARRIER) (SEE DETAIL 3/RF-3) T/PARAPET PROVIDE NUT AS REQD F/EQUIPMENT ����_� 1 /2" DIA COAX -1 BLDG & PARAPET _ _ .� 1 /8 FLAG U-BOLT — — � — — __._ — ^ — — — (TYP OF 2) HSS 1.0054.133 GPS ANTENNA MOUNT LIGHT TO ILLUMINATE FLAG (TYP OF 3) STONE WALL T/AVG GRADE EL 251'-0"t I (SEE ELEVATION NOTE) SCALE: 3/4" = 1'-0" 4 5/16" W L� GPS ANTENNA (WHITE) 1 1/2" 3 GPS ANTENNA RF-3 SCALE: 3" = V-0" 1 2kp \ 3 1. ALL CABLE CONNECTIONS TO BE WEATHERPROOFED. INCLUDING ELECTRICAL TAPE, VAPOR SEAL (BUTYL TAPE), THREE LAYERS OF ELECTRICAL TAPE AND SCOTCH COAT. 2. CONTRACTOR TO PROVIDE DRIP LOOPS IN CABLES AND JUMPERS WHERE NECESSARY. 3. CABLE & JUMPER TAGGING: A. COLOR ELECTRICAL TAPE SHALL MARK EACH END OF CABLE AND EACH OF JUMPERS AS CLOSE TO EACH END AS POSSIBLE (NOT TO INTERFERE WITH WEATHER PROOFING). B. ALL TAPE MARKINGS TO BE DONE IN SEQUENCE FROM TRUE NORTH, WORKING CLOCKWISE PER SECTOR RED, WHITE, BLUE MARKING (SEQUENCE DENOTED ON MATERIAL LIST). T/ROOF I ANTENNA SPECIFICATIONS SECTOR MODEL ALPHA PER CARRIER BETA PER CARRIER GAMMA PER CARRIER CHARACTERISTICS HEIGHT WIDTH DEPTH WEIGHT EQ. FLAT PLATE AREA 9TY AZIMUTH DOWNTIL7 • PLANNING • ENGINEERING 1 10' 0' • SURVErrNG 1 150' 0` CONSTRUCTION 1 240' O' MANAGEMENT TWO= Engineering & Surveying Consultants P.C. 955 Little Britain Road 54" New Windsor, NY 12553 12" Phone: (845) 567-6656 4" Fax: (845) 567-8703 24 LBS 4.5 SF WWW.tectonicengineering.com Ell kv, to] low] I a meja low a I I 11FAW, i a- L_S�u DIN(F} 1 1/4" DIA COAXIAL CABLE AT 125'-0"t OtN(F) PANEL PER CARRIER t—► i_t—. t �� DIN(F) 1 1/4" DIA COAXIAL CABLE AT 125'-O"t OIN{F) r-�""`_-_-r El _.___1! 1 1/4" DIA COAXIAL CABLE AT 125'-O"± DIN(F) 1 1 4" DIA COAXIAL CABLE AT 125'-O"t I I E El---�__] �.._.� DIN(F) 1 1 f4" DIA COAXIAL CABLE AT 125'-0"t PANEL PER IL CARRIER DIN{F) 1 1 /4" DIA COAXIAL CABLE AT i 25'-O"t Of -� a�r� DIN(F) 1 1/4" DIA COAXIAL CABLE AT 12V-0"t DIN{F) < 0" 0 D1N(F) 1 1 f4" DIA COAXIAL CABLE AT 125'-0 1 1/4" DIA COAXIAL CABLE AT 125'-O"t PANEL PER CL CARRIER LC�I DIN(F}17777777 1 1/4" DIA COAXIAL CABLE AT 125'-0"t 1 d 1 1/4" DIA COAXIAL CABLE AT 125'-O"t ED BILL OF MATERIALS SITE NAME RYE BROOK NY-10-413-B ITEM N0. DESCRIPTION QUANTITY LENGTH (FT) TOTAL LENGTH 1 ANTENNAA ECS TORS.: ALPHA PANEL W/MECHANICAL DOWNTILT KIT 1 125't 125't BETA PANEL W/MECHANICAL DOWNTILT KIT 1 125't 125't GAMMA : PANEL W/MECHANICAL DOWNTILT KIT 1 125'± 125't 2 JUMPER CABLES: 6'-0" - 1/2" CABLEWAVE COAXIAL TOP JUMPER W/ CONNECTORS: (ANTENNA) 12 - N/A 6'-0" - 1/2" CABLEWAVE COAXIAL BOTTOM JUMPER W/ CONNECTORS: (SUPERFLEX) 12 - N/A 3'-0" - 1/2" CABLEWAVE COAXIAL AMPLIFIER JUMPER W/ CONNECTORS: (SUPERFLEX) 12 - N/A 3 MAIN CABLES: CUT TO 1 1 /4" DIA, HELIAX COAXIAL 12 LENGTH IN FIELD* 18Q0't* 1/2" DIA. HELIAX COAXIAL (GPS) 2 30'f* 4 AMPLIFIERS: TMA 6 N/A N/A 5 GROUNDING KITS & 2- HOLE LUGS FOR: 1 1/4" CABLE 36 N/A N/A 1/2- CABLE (GPS) 4 - - 6 CONNECTORS - UNATTACHED FOR MAIN CABLES: FEMALE " DIN" 1 1 /4" 24 N/A N/A FEMALE " DIN" 1/2" (GPS) 4 N/A N/A 7 NORTEL: S12000 INDOOR CABINETS (2 PROPOSED, 1 FUTURE EXPANSION) 3 N/A N/A 8 CCI BOOSTER - - 9 VIC-100 GPS ANTENNA 2 N/A N/A NOTES : 1. ITEMS LISTED ABOVE ARE TO BE SUPPLIED BY OCI AND INSTALLED BY CONTRACTOR. *2. COAXIAL CABLE LENGTHS ARE ESTIMATED AND TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO ORDERING MATERIALS. T-MOBILE PANEL ANTENNA T-MOBILE PANEL ANTENNA (SEE DETAIL 2/RF-3) ANTENNA MOUNTING FRAME (TYP) (BY BY POLE MFG) 1 120' FLAGPOLE 9y Z @ (L 92'-O" ± AGL T--MOBILE ANTENNA MOUNTING PLAN SCALE: 3/4" _ 1'-0" 5 ANTENNA RF-3 SCALE: 3/4" = 1'-0" CABLE SCHEDULE ANTICIPATED COAXIAL CABLE RUN (X) IN FEET CABLE DIAMETER SIZE O < X < 6' 1/2" 6 < X < 100' 7/8" 100 < X < 200' 1-5/8- UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE 5 OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF ¢ THE PROFESSIONAL ENGINEER OR LAND SURVEYOR -" SHALL NOT BE CONSIDERED VALID COPIES. 012A 0 1 2 3 � �'`�OF°ESS�� ORIGINAL. SIZE IN INCHES APPLICANT: Of IN CONJUNCTION WITH: - vetia n wireless (SITE 2002015980 - LINCOLN AVENUE) -Xcinguiar WIRELESS (SITE N-1321) - M` 1311�IT COMMUNICATIONS INC (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826::1 F JM DATE ISSUF - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/11/06 PER COMMENTS 3 5/14/08 AS -BUILT R yao i W/A#167, .Miami APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 T-MOBILE ANTENNA DETAILS �_ NEXTEL IDEN PANEL ANTENNAS (TYP OF 3) 115'-O"± AGL I— w ... __ a FLAG T TO VINATE FLAG OF 3) /AVG GRADE L 251'—D"t SEE ELEVATION NOTE) ELEVATION NOTE: GRADE ELEVATION WAS DETERMINED TO BE EL 251'-O" f, AS REFERENCED ON DRAWINGS ENTITLED "PROPERTY & PARTIAL TOPOGRAPHIC SURVEY, LAND OF VILLAGE OF RYE BROOK" PREPARED BY URS CORPORATION AES, DATED NOVEMBER 2005, LAST REVISED ON JANUARY 27, 2006. ALL OTHER ELEVATIONS INDICATED WERE DETERMINED ON THIS BASIS. X 0 W LL a. VERIZON WIRELESS PANEL ANTENNA (SEE DETAIL 5/RF-4) VERIZON WIRELESS ANTENNA & COAX SCHEDULE (806-960 MHz & 1890--1990 MHz)j POSITION DESIGNATION ANTENNA BRAND ANTENNA TYPE ANTENNA ANDREW FOAM DIELECTRIC COAXIAL CABLE AZIMUTH COLOR BANDS AT EACH END OF CABLE DAWN TILT 1 ALPHA RX1/TX1 ANTEL BXA-185090/8CF 82'-0"t AGL (2) 1 1/4" LDF7-50 170' 1 WHITE - 2 ALPHA RXO/TXO ANTEL BXA-80090/4F 76'-0"# AGL (2) 1 1/4" LDF7-50 170' 4 WHITE - 3 BETA RX1/TX1 ANTEL BXA-185090/8CF 82'-0"± AGL (2) 1 1/4" LDF7-50 260' 1 BLUE - 4 BETA RXO/TXO ANTEL BXA-80090/4CF 76'-O"f AGL (2) 1 1/4- LDF7-50 260' 4 BLUE - 5 GAMMA RX1/TX1 ANTEL BXA-185063/12CF 82'-O"t AGL (2) 1 1/4" LDF7-50 20' 1 GREEN - 6 GAMMA RXO/TXO ANTEL BXA-80063/4CF 76'-O"t AGL (2) 1 1/4" LDF7-50 20' 4 GREEN - BUILDING GPS GPS LUCENT 12'-6"t AGL 7/8" LDF5-50A N/A 1 YELLOW - BUILDING GPS GPS LUCENT 12'-6" t AGL 7/8" LDF5-50A N/A 1 YELLOW/1 PURPLE - 4 5/16" GPS ANTENNA (WHITE) 1 1 /2" 3 GPS ANTENNA RF-4 SCALE: 3" = 1'-0" ON WIRELESS L ANTENNA DETAIL 5/RF-4) WIRELESS PANEL ANTENNA v (SEE DETAIL 5/RF-4) N 11 a 0 0 q 76'-O"t AGL VERIZON WIRELESS ANTENNA MOUNTING PLAN ANTENNA MOUNTIi FRAME (TYP) (BYI - -- --. _, RF-4 SCALE: 3/4" = 1'-0" NORTHEAST ELEVATION 1 RF-4 SCALE: 1" = 10' X 0 W CL L- `z o GPS ANTENNA VERIZON WIRELESS 1/4" I'L (FURNISHED BY CARRIER) PANEL ANTENNA (SEE DETAIL 3/RF-4) (SEE DETAIL 7/RF-4) IE MOUNT (PROVIDED W/BUILDING) T / PARAPET WIRELESS PNELVERIZON PANEL ANTENNA (SEE DETAIL 7/RF-4) 3 120' FLAGPOLE PROVIDE NUT AS REQD 'o F/EQUIPMENT 1/2" DIA COAX # BLDG & PARAPET T/ROOF fi 260, 2 - A� --1--`_. -- 1 U-BOLT (TYP OF 2) -- � ---------_---- HSS 1.005x0.133 VERIZON WIRELESS PANEL ANTENNA ANTENNA MOUNTING y� (SEE DETAIL 7/RF-4) FRAME (TYP) (BY POLE MFG) I` J C? 2 GPS ANTENNA MOUNT -4 SCALE: 3/4" = 1'-0" @ �_ 82'-O"t AGL VERIZON WIRELESS ANTENNA MOUNTING PLAN SCALE: 3/4" = 1'-0" VERIZON WIRELESS PANEL ANTENNA ANTEL BXA-185090/8CF (POSITION 1 & 3) ---\ N 00 rt- 1IERIZ0N WIRELESS ANTENNA DATA 806--960 MHZ & 1890-1990 MHz ANTENNA SPECIFICATIONS 5ECTDR MODEL QTY j CABLES AZiMLJIH. ALPHA (UPPER) BXA-185090/8CF 1 2 170' BETA (UPPER) BXA-80090/4F 1 2 260' GAMMA (UPPER) BXA-185090/8CF 1 2 20' Es CTOR MODEL ALPHA (LOWER) BXA-80090/4CF BETA (LOWER) BXA-185063/12CF GAMMA (LOWER) BXA-80063/4CF CHARACTERISTICS (UPPER - NOS. 1 & 3) HEIGHT 48,2" WIDTH 6.1» DEPTH 4.1" WEIGHT 11 LBS WIND AREA (CxA) 2.03 SF CHARACTERISTICS (LOWER - NOS. 5) HEIGHT 72.44" WIDTH 6.06" DEPTH 4.13" WEIGHT 15 LBS WIND AREA (CxA) 3.05 SF VERIZON WIRELESS PANEL ANTENNA ANTEL BXA-80090/4CF (POSITION 4) —\ VERIZON WIRELESS PANEL ANTENNA ANTEL BXA--80090/4CF (POSITION 2) --\ r ANTENNA RF--4 SCALE: 3/4" = 1'-0" VERIZON WIRELESS PANEL ANTENNA ANTEL BXA-185063/12CF (POSITION 5) --\ L=J "81 k-6.06" / ANTENNA RF 4 J SCALE: 3/4" = 1'-0" OTY CABLES AZLM.UTi 1 2 170' 1 2 260' 1 2 20' CHARACTERISTICS (UPPER NO. 2) (LOWER - NO. 4) HEIGHT 47.4" WIDTH 8.1" DEPTH 5.7" WEIGHT 12 LBS WIND AREA (CxA) 2,66 SF CHARACTERISTICS (LOWER - NO. 6) HEIGHT 47.4" WIDTH 11.2" DEPTH 4.5" WEIGHT 9.9 LBS WIND AREA (CxA) 3.9 SF VERIZON WIRELESS PANEL ANTENNA ANTEL BXA-80063/4CF (POSITION C` 11.2" m a W111 I] UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID ,COPIES. 0 1 2 3 ORIGINAL SIZE IN INCHES • PLANNING •ENGINEERING TECTONICSURVEYING • CONSTRUCTION MANAGEMENT IND700110 Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPUCANT: 1. uY rrl IN CONJUNCTION WITH: - �t 4mf. wireless (SITE 2002015980 — LINCOLN AVENUE) - Xcingular WIRELESS (SITE N-1321) - N®R I fI�INT COMMUNICATIONS INC (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 1 11 JM ©ATE ISSUE - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/11 /06 PER COMMENTS 3 5/14/08 AS -BUILT F xv� fo� E/:Ilo APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: i PURCHASE26 1• ,BROO 938 KING STREET RYE BROOK, NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 GRATING OVER FLOOR PENETRATION (PROVIDED BY BLDG MFG) SEE PLAN 3/A-1 —� 'HIS SHEET iS FOR REFERENCE. FINAL ►iGNED & SEALED DESIGN DRAWINGS FROM IUILDING MANUFACTURER WILL BE PROVIDE1 2 A-2 50'-0" CANOPY COLUMN (TYP OF 2) COVERED ENTRANCE FAUX WINDOW Wj8" ® _ — _ -.. — — — - EEj (ABOVE) STUCCO TRIM ALL AROUND W/INTERIOR MIRROR TINTING 6'-7" 6'-0" 9'-5" 6'-0" 9'-8" 6'-0" (FRONT ONLY, TYP OF 2) O I I I I OF CABLE LADDER i 20'-1 i i x I � I 0 I 64 SF .VILLAGE EQUIPMENT EQUIPMENT I y--'-� ;n Iz I x ROOM wI 1 I Iz VERIZON WIRELESS UNMANNED I ` I ins x I EQUIPMENT ROOM � �I HALLWAY 7 -7 5 -2 -- � 2'-4" I I 21'-6" 4„ I POWER - -- -- — — — -- 3'-6 ' I DISTRIBUTION PANEL T MAIN CIRCUIT BREAKER 7' 1 to 119 3'-6.. 8'-50' 6>0 j i 8'-8" 3'-0" (TYP) `c' NEXTEL UNMANNED 12 -10 EQUIPMENT ROOM CINGUL UNMANNED x � EQUIPMENT ROOM 1 - T MOBILE UNMANNED to EQUIPMENT ROOM 3,-10"f U) 12 -9' i 11'-4 2 HR. RATED `- FIRE SEPARATION WALL 4'-60'± it 0 t, 04 FAUX LOUVER (PAINTED TO MATCH.` PANCAKE STYLE ADJACENT SURFACE) Al MUFFLER CRITICAL (TYP OF 2) FACILITY GRADE INTERIOR GENERATOR ROOM MOUNTED Q it 4'-6" 5'-0" 13'-0" 5'-0" 13,-0„ 5'-0„ >4'- 8" EXHAUST PIPE OPERATIONAL LOUVERS 1 WITH 1" L GENERATOR (PAINTED TO MATCH A_3 THERMAL WRAP NATURAL GAS 400 KW ADJACENT SURFACE) KOHLER 40ORZW _ 1 EQUIPMENT BUILDING LAYOUT PLAN (PROVIDED BY BLDG MFG) A-1 SCALE: 1 /4" = 1'-0" NEW VERIZON TELCO DEMARC 39" HIGH x 25" WIDE x 16 1/2" DEEP I INTAKE LOUVER ON 4'x4' BACKBOARD (3'-0" AFF) I I MASTER j I GROUND BAR KI CLIMATE WAVEGUIDE ENTRY PORT AT 4'-0" AFF t_---_-- V-0. �s� OF CABLE TRAY (TYP) ! rr rw!-_=__ i� t li rt ! - TELCO BOARD ELEC EQUIP - PPC CABINET (MOUNTED ON WALL) 1'-D" BATTERY TRACK --- === / i I 1 I t 1 I 1 AHU-2 EQUIPMENT CABINET t r i AHU-i V-10" TELCO BOARD CONTROL R ,00 � - r �r --_ =�i CABINET #1 CABINETECABINET #2— CABINET 4'-10, #4 ELEC EQUIP (TYP) it t 1 e •• Lam. .-.__ _ ! Le_ I MASTER AHU-1 AHU-2 I GROUND � JY—L-A BAR PDB BATTETTERY ELEC h EQUIP N ,-ram ��.-� �� -- (TYP) _TELCO BOARD 1 "'- " iRA 10 It rI + II ii RADIO I ELEC EQUIP I — EQ IP rl It t ti ti EQUIP t I {TYP) rI + ! 1 !I t !t _B rIr it H---_ UMTS iI tit ti rii GENERATOR �� tt t ij t+i t t+t (PROVIDE BY BLDG IRA 10 ++ L-J li RADIO + _ - =��� i+ rt ri t+ r +I MANUFACTURER) IEQ 1P ii II EQUIP i rI r Ii it r ii •--9>, LIL _ �- 1� it t rt tt Ir — t It ti ( Itr" +i Iri iI IRA 10 II - ri RADIO s �� �__!i tEQ 1P „ I, ,ril iI EQUIP I K x l - --H iI tIi H ---- _i I E911 t It ++ t ii ii i RACK IRA 10 It Ii t` 'I Ii RADIO I x X IEQ1JIP it EQUIP 1 ► — --H Itta ii H__—_ } �� ��� _�-1i ROOM GENERATOR IRA 10 ti Lm )t ti RADIO IEQ IP Ii 4'-3" ti EQUIP RA 10 RADIO EQ IP is ti+ EQUIP !i rij AHU-2 it !t1 it tit tr 1tr RADIO iI tt II II EQI JIP I i rt I i Li I, L—I o� tLIt JJRADIO I AMU-1 EQ ;t 1 .� o TELCO is BOARD 2 EQUIPMENT BUILDING FLOOR PLAN A-1 SCALE: 1 /4" = V-0" i� I I I L_-___-I t___.___._.i 6" 9" 9,a 2'-4" 2'-5" 2'-5" { I I I p GRATING OVER FLOOR COAX PENETRATIONS (TYP) r3--N\ENLARGED PLAN. V A-1 ISCALE: 1/2" = 1'-0" I•LT UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A NEWY' VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. 116 COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF M THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 3 ORIGINAL SIZE IN INCHES /11111111 Ii PLANNING ENGINEERING TECTONIC • SURVEYING • CONSTRUCTION MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fox: (845) 567-8703 www.tectonicengineering.com APPUCANT: IN CONJUNCTION WITH: - veA 0 m wire%ss (SITE 2002015980 — LiNCOLN AVENUE) -Xcingular WIRELESS (SITE N-G21) m-010mm"'/POINT COMMUNICATIONS INC (SITE NY-09-264) PROJECT NUMBER DRAWN BY RM8 DATE ISSi1F - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 5/14/08 AS -BUILT RELEASED BY DATE �Tj APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG _ DATE: • • PURCHASE BLINDBROOH 938 KING STREET RYE BROOK, NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 NOTES: 1. THE BUILDING SHALL HAVE A BRICK FACE, COLOR AND TEXTURE TO MATCH VILLAGE HALL. FIN GRADE EL 251'-0"f NOTE: FENCE NOT SHOWN FOR CLARITY. NORTHWEST ELEVATION SCALE: 3/8" = 1'-0" NORTHEAST ELEVATION SCALE: 3/8" = 1'-0" L1TAAi11AnM nM1^1/ Mt tKIA11AItl D^kttl' -TALL, :D EQUAL [^ AAIf1Af m nmf^" n1fkfAf1kf^ n^KIM (TYP OF 12) (SEE LANDSCAPE PLAN) UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL. ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 3 ORIGINAL SIZE IN INCHES WPM �I TECTONICI ENGI NfNG SUI WE NG • SURVEYING • CONSTRUCTION MANAGEMENT 7110=4WIC Engineering & Surveying Consultants P.C. 955 Little Britoin (toad New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.,tectonicengineering.com APPUCANT: NE � �3 IN CONJUNCTION WITH: - 1%l� wireless (SITE 2002015980 - LINCOLN AVENUE) Xcingular (SITE N-G21) _ NN IPOI i COMMUNICATIONS INC (SITE NY-09-264) OBER DRAWN BY LH - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 5/14/08 AS -BUILT CONSTRUCTION DATE: 1 DATE:ZONING I OWNER DATE: NETWORK ENG DATE: s PURCHASE BLINDBROO • KING STREET RYE BROOK, 10571 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 EXTERIOR ELEVATIONS GPS ANTENNA (TYP OF 9, SEE RF DWGS) 12`-6" x 8'-10" OPERATIONAL STANDARD BRICK, RUNNING BOND, COLOR TO MATCH VILLAGE HALL, BELDEN BRICK OR APPROVED EQUAL LIGHT '.'....'.'.'.°.'.'.'.'.'.'.'.'.'.'.'....................... . ........ ...... '.'.'.'.'.'.'. '.'.'.'. . NOTE: FENCE AND ELECTRICAL/MECHANICAL EQUIPMENT NOT SHOWN FOR CLARITY. SOUTH EAST ELEVATION A_3 SCALE: 3/8" = 1'-0" FENCE AND ELECTRICAL/MECHANICAL EQUIPMENT NOT SHOWN FOR CLARITY. SOUTHWEST ELEVATION SCALE: 3/8" = V-0" PRE -FORMED CORNICE TRIM AS MANUF. BY FSI, FOAM SYSTEMS INC., PO BOX 3146 ALLENTOWN, PA 18106 OR APPROVED EQUAL. TRIM TO BE COATED WITH SYNTHETIC STUCCO, COLOR TIO MATCH VILLAGE HALL CONC PAD (TYP) CAP FLASHING, COLOR TO MATCH THAT OF VILLAGE HALL LIGHT ENTRANCE CANOPY FIN GRADE EL 251'—O"± HALL Fi jm;mlc� UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. � 1• � ORIGINAL I ®r"Vaill r�A-mmI• PLANNING • ENGINEERING STTRRUC77ON MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APFUCANT: � 9 � IN CONJUNCTION WITH: - Yer oon wireless (SITE 2002015980 - LINCOLN AVENUE) - Xcingular WIRELESS (SITE N-G21) ®' I Ph 4T COMMUNICATIONS INC (SITE NY-09-264) DRAWN BY LH - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 5/14/08 AS -BUILT E414"-MI ' CONSTRUCTION no' LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • PURCHASE /:'!! BROOK,938 KING STREET RYE i NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 FIN GRADE r► • ski ��'tii►•`� [IT ----------- 11-1 4'x4' BACKBOARD (3'-0" AFF) FOR TELCO D-MA' C) I i I I AHU-1 AHU-2 lit 0 111 k1,1 ( 3/4" -4x4 TELCO CONDENSATE BOARD DRAIN PIPE I I ----_----n__--- 1 I I I L._---__ I �� I i I -------L---_--J I I SG-1 : ELEC EQUIP --i -- AHU-2 (TYP) RG-1 -I 1---------- I SG-1 AHU-1 LJ L___I ..... i L_______-J RGa 1 I — — — --) ------ 3/4," i II II it ----- ) \-4r4__TELCO CONDENSATE LEAD-ABOARD PIPE CONTROLLER & THERMOSTAT {TYP rO i I i I T I I 1 ELEC EQUIP 4x4 TELCO t I 1(TYP)Ira ` BOARD F---- ELEC EQUIP I i lREFRIGERANT i i I�1_�r CD �Qj (TYP) I iPIPING 1-1 f8 I I X k 1 I ' 'SUCTION & 3/8" _ _ _ _ ' I i t I 1 � ._... — — — f---_----I �_ I---- ILQQUID TO AC-1 I i t i I& AC-2 I I i I I I kI I I LX�XJ L-------- CONDENSATE PUMP AS READ (TYP OF 2) SG-1SG-1 I I I 1 I I IF AHU-1 i i �____ I _ I AHU-1 9i RG-1 ® RG-1 I 3/4" CONDENSATE r -- ' i I Ia SG-1 i I } ____� I I SG-1 DRAIN PIPE PIPE -4- I I ' Y HU-2' HU-2 ____4__ I I I TELCO i a G-1 B0 OARDIL----i RG-1 IL L ----Jili _l — ._ FIRE RATED PENETRATION (TYP) (SEE SHEET T-3) DS-2 DS-S ® Q 2 COPPER REFRIGERANT PIPING AG-1 L�AR AC- AG-4 AC-5 AC-6 M-1 �� 1-1/8 SUCTION & 3/8 DS-1 LIQUID TO AC-1 & AC-2 IQ DS-6 DS-3 DS-4 CONDENSATE DRAIN (TYP) (SEE DETAIL 5/M-1) c�D::)w 2 SECTION M-1 SCALE: 1" = V-0" ^ONDENSOR )NC PAD TRAVEL JRFACING FYP) SCALE: 1 /4" = 1'-0" SPECIAL. NOTES 1. AIR HANDLERS TO BE PROVIDED AND WIRED BY BUILDING MANUFACTURER. 2. DS-1 & DS-2 PROVIDED AND WIRED BY BUILDING MANUFACTURER. 3. CONDENSOR UNITS AND ASSOCIATED WIRING TO DISCONNECTS TO BE FURNISHED & INSTALLED BY CONTRACTOR. 4. ALL MECHANICAL PIPING TO BE INSTALLED BY CONTRACTOR. 5. CONDENSATE WILL DRAIN ONTO GRAVEL SURFACING (SEE DETAIL 5/M-1) CHAMFER- GRAVEL SURFACING (TYP) —� 3'-6- x 4'-0" WWF 4x4—W2.9xW2.9 T/CONC ---� �-- 4" COMPACTED CRUSHED STONE COMPACTED SUBGRADE SECTION (CONCRETE PAD' SCALE: 3/4" = V-0" CONDENSATE PAN W/FLOAT SWITCH GRAVEL SURFACING (TYP) DUCT SUPPORTS UP TO CEILING SG-1 -16" A 2" SUPPLY DUCT FLEX CONNECTION AHU-1 SHOWN FOR REFERENCE, SEE SPECIAL NOTE #1 / 4` SECTION SCALE: 3/4" = 1'-0" ACCESS PANEL RETURN AIR FILTER ACCESS AC-8 =�NnsrEqp AIC 7 COPPER REFRIGERANT PIF 1-1/8" SUCTION & 3f8" LIQUID TO AC-1 & AC-2 \_ CONDENSATE DRAIN (TYP) CEILING STEEL MOUNTING FRAME W/VIBRATION ISOLATORS 16"x16" RETURN DUCT RG-1 I�hi�+Zsl FASTEN AS REQUIRED LEGEND do SCHEDULE OF MECHANICAL EQU I PM EN T SYMBOL MANUFACTURER MODEL No DESCRIPTION AC-1 & 2 CARRIER 24APA56OA300 COMPRESSOR CONDENSER UNIT FOR AHU-1 BELOW. COPPER COIL WITH ALUMINUM FINS, EXTERNAL SERVICE, THERMAL COMPRESSOR LIMIT, PROVIDE LT32 LOW AMBIENT KIT, BALL BEARING FAN MOTOR, WINTER START CONTROL, EVAPORATOR FREEZE THERMOSTAT, CRANKCASE HEATER, TXV KIT, REFRIGERANT FILTER DRYER. SYSTEM SHALL OPERATE TO O'F. PROVIDE ANY ADDITIONAL CONTROLS REQUIRED. REFER TO CARRIER LONG LINE APPLICATION GUIDELINE FOR TUBING SIZES OVER 50 FT. PROVIDE THE FOLLOWING ACCESSORIES: — COMPRESSOR START ASSIST—CAPACITOR/RELAY TYPE — CRANK CASE HEATER — CYCLE PROTECTOR — LIQUID SOLENOID VALVE — LOW —AMBIENT CONTROLLER — WINTER START CONTROL — MOTOR MASTER CONTROL -CYCLE PROTECTOR — LOW PRESSURE SWITCH — HIGH PRESSURE SWITCH AHU-1 & 2 CARRIER FB4ANBO60005 INDOOR AIR HANDLING UNIT 2000 CFM 0 0.125" ESP, NOMINAL 5 TON COOLING CAPACITY 60,000 BTUH, 10.4 SEER AT 957 AT 80'FDB/67-WB PROVIDE 5KW ELECTRIC HEAT ELEMENT. MOUNT VERTICALLY AS SHOWN. DUCT AS SHOWN, PROVIDE VIBRATION ISOLATION SUPPORTS. UL LISTED 240V, 10, 60 HZ PROVIDE RELAY SHUTDOWN PACK FOR CONNECTION TO SMOKE DETECTOR. HEAT STRIP INCLUDED. O INCLUDED W AHU / SINGLE STAGE COOLING/HEATING THERMOSTAT FOR USE WITH AHU. SYSTEM SHALL BE CAPABLE OF AUTOMATIC SWITCHOVER FROM COOLING/HEATING. SURFACE MOUNT ON WALL. SG-1 TITUS 300RS SUPPLY GRILLE — STEEL CONSTRUCTION WITH DOUBLE DEFLECTION PATTERN AND 3/4" BAR SPACING, 10"AO" RG-1 TITUS 350ZRL RETURN GRILLE —STEEL CONSTRUCTION WITH 0' DEFLECTION AND 3/4" BAR SPACING, 12"x16" LITTLE GIANT VCM-20UL CONDENSATE PUMP 25 GPH ® 15' TDH. EQUIPPED WITH TANK AND OVERFLOW ALARM SWITCH, 120V Ems' SQUARE "D" NON -FUSIBLE DISCONNECT SWITCH: 60A, 2P, 3W, NEMA 3R. DS-1, DS--2 INSTALL PER MANUFACTURER'S REQUIREMENTS. ENVIRONMENTAL CONTROL GENERAL NOTES SPACE -ENVIRONMENTAL CONTROL SEQUENCE SITE TEMPERATURE CONTROL IS TO BE PROVIDED BY (2) AIR CONDITIONING UNITS EQUIPPED WITH 1-STAGE HEATING/COOLING WALL THERMOSTAT PROVIDED BY CONTRACTOR. SYSTEM IS TO OPERATE 24 HOURS A DAY, 7 DAYS A WEEK, 365 DAYS A YEAR AND SHALL MAINTAIN SPACE � 76 DEG. F. (+ j- 2 DEG.). SYSTEM SHALL BE AUTO CHANGEOVER. CONTROLLER SHALL OPERATE THE UNITS AS FOLLOWS: AHU-1/AC-1 SHALL OPERATE AS THE PRIMARY UNIT WITH AHU-2/AC-2 IN RESERVE. IF AHU-1 f AC-1 FAILS TO MAINTAIN THE DESIGN TEMPERATURE FOR A PERIOD OF TEN MINUTES, THE CONTROLLER SHALL START AHU-2/AC-2 AND RUN ALL UNITS SIMULTANEOUSLY FOR A PERIOD OF THIRTY MINUTES, AFTER WHICH TIME IT WILL SHUT DOWN AHU-2/AC-2 AND OPERATE ONLY AHU-1fAC-1: THE CONTROLLER CYCLE WILL START AGAIN WITH THE INITIAL TEN MINUTE PERIOD. IN THE EVENT OF A SHUTDOWN OF AHU-1 fAC-1 FOR ANY REASON, THE CONTROLLER SHALL RUN AHU-2/AC-2 CONTINUOUSLY, AS DETERMINED BY THE THERMOSTAT,. HVAC NOTES 1. DESIGN CRITERIA: SUMMER OUTSIDE TEMPERATURE 95' FDB 66' FWB INSIDE TEMPERATURE 78' FDB 50' RH WINTER OUTSIDE TEMPERATURE 0' FDB INSIDE TEMPERATURE 74' FDB 2. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE LATEST ASHRAE AND BEST INDUSTRIAL STANDARDS. 3. ALL HVAC WORK SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES HAVING JURISDICTION OVER THE CONSTRUCTION. 4. CONTRACTOR SHALL REPORT TO OWNER ANY OBSERVATIONS OR CONDITIONS WHICH ARE DISCOVERED IN THE BUILDING WHICH WOULD PREVENT THE FULLEST USE OF THE HVAC SYSTEM. 5. A MAINTENANCE LABEL MUST BE AFFIXED TO MECHANICAL EQUIPMENT, TWO COPIES OF A MAINTENANCE MANUAL FOR THE EQUIPMENT ITEMS SHALL BE PROVIDED TO THE CONSTRUCTION MANAGER BY THE CONTRACTOR. 6. EER RATING AND HEATING COMBUSTION EFFICIENCY RATING OF EACH HVAC UNIT SHALL COMPLY WITH STATE REQUIREMENTS. 7. ALL HVAC EQUIPMENT SHALL BE PROPERLY SUPPORTED AND ANCHORED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. ISOLATE UNITS AND FANS FROM STRUCTURE WITH APPROVED VIBRATION MOUNTS. 8. ALL WEATHER EXPOSED EQUIPMENT, DUCTS, ETC., SHALL BE COMPLETELY WEATHERPROOF. 9• PACK FIBERGLASS INSULATION AND SEALING MATERIAL, I.E. PERMAGUM, AROUND WALL SLEEVES AND PENETRATIONS TO RETAIN SOME FLEXIBILITY. 10. FIELD ROUTE AND SUPPORT ALL PIPING AS REQUIRED. 11. INSTALL PIPING AWAY FROM ALL ELECTRICAL, RADIO, AND TELEPHONE EQUIPMENT. 12. ALL CONDUIT AND LOW VOLTAGE (24 V) ALARM WIRING BY CONTRACTOR. 13. SET HVAC THERMOSTAT AT 80'17 AND INTERLOCK WITH SMOKE DETECTOR, 14. EACH PAIR OF HVAC UNITS SHALL BE CONTROLLED BY A STANDARD LEAD -LAG CONTROLLER. THE HVAC UNITS AND THEIR CONTROLS SHALL BE CONFIGURED SUCH THAT NO CONDITION (INCLUDING FAILURE OF THE LEAD -LAG CONTROLLER) WILL ALLOW MORE THAN ONE HVAC UNIT TO START AT THE SAME TIME. CONTROLS SHALL BE DESIGNED SUCH THAT ACTIVATION OF A SMOKE DETECTOR SHALL SHUT DOWN THE ENTIRE HVAC SYSTEM. 5 DETAIL M-1 SCALE: 1 1 /2" 1' -of, ASmBUILT UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 3 • PtANMNG . • ENGINEERING • SURVEYING • CONSTRUCTION MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 j www.tectonicengineering.com APPUCANT: NEi,,X r, IN CONJUNCTI©N WITH: - 1/eitZon wireless (SITE 2002015980 - UNCOLN AVENUE) singular WIRELESS (SITE N—G21) '•'°fir 10" COMMUNICATIONS INC (SITE NY-09-264) - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 5/14/08 AS -BUILT APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • . wa s i 0 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 i r i ORIGINAL. SIZE IN INCHES CON ED SERVICE LAYOUT NO: C04-011998-WR & CUSTOMER NAME IS NEXTEL WIRELESS MAIN DEVICE ENCLOSURE (SEE NOTE #3 BELOW) - FROM " TRANSFORMER KING STREET EXIST UTILITY POLE (TYP) - L� `-EXIST PARKING LOT NEW U/G TELCO UTILITIES (SEE DETAIL 6/E-1) FLAG POLE L O L L 11 O 11 11 11 UPLIGHTS FOR 11 ILLUMINATION I NEW UTILITY POLE BY CONTRACTOR (LOCATION PER CON-EDISON FINAL DESIGN) EXIST SHED ST TR£ELINE NEW DISTRIBUTION BOX (AS REQD) (SEE DETAIL 2/E-1) NEW U/G ELEC & TELCO UTILITIES (SEE DETAIL 6/E-1) NEW 1 METER BANK %� (SEE DETAIL 3/E-1) .,r NEW 300KVA PAD i t MOUNTED TRANSFER' CONTRACTOR TO LOCATE AND EXPOS GAS VALVE 0 ROAD (PER CON EDISON) OF POLE (TYP) EQUIPMENT a 0 o 0. 'm r SEE NOTE #21 1 BUILDING II 159't 93'f AC UNITFETER G G (TYP)G G CON ED GAS o NEW BOOSTER PUMP WITH UPS CONTRACTOR TO FLAG BATTERY BACKUP (AS REQUIREDEXIST PUMPINGEXIST GAS SERVICE ALONG STATION ENTIRE RUN FROM ARBOR DRIVE TO PARKING LOT CONTRACTOR TO INSTALL NEW 3" PE GASEXIST CHAINLINK (NEAR VILLAGE HALL) LINE & TIE INTO BOTH EXIST 1" GAS LINEFENCE AND NEW BUILDING. (CON-EDISON LAYOUT # S 06-35517-WTR) NOTE: 1. NOT ALL NEW LANDSCAPING SHOWN FOR CLARITY. 2. CONTRACTOR TO FLAG ALL UTILITIES PRIOR TO EXCAVATION (ELEC, GAS SEWER, ECT.) ELECTRICAL PLAN -1 SCALE: 1" 30' 1200AMP MAIN LUG 120/240 VAC, 1PH METER CENTER. (SEE NOTES BELOW) - NEW 200A CB (TYP OF 5) (SEE NOTE #3 BELOW) TO AUTO TRANSFER SWITCH (ATS) NEW (3) 4 1/2" ELECTRICAL CONDUIT NEW CON EDISON METER (TYP OF 6, SEE NOTES BELOW) NOTES: 1. METERING EQUIPMENT TO BE CUTLER -HAMMER U-H4213CCCCH OR APPROVED CON- EDISON EQUAL. 2. METERING EQUIPMENT TO BE OUTDOOR, COMMERCIAL, 1 PHASE, 5-JAW, 200AMP SOCKET WITH LEVER BY-PASS. 3. CB & MAIN DEVICE ENCLOSURE TO BE CON-EDISON APPROVED, 4. ALL METERS ARE TO BE PLACED BETWEEN THE MIN. (4'-6") & MAX (5'-6") HEIGHTS SHOWN PER CON-EDISON 3 METER BANK DETAIL E-1 SCALE: 3/4" = 1'-0 NEW 9" THICK WALL NEW 100A CB (TYP OF 1, SEE NOTE #3 BELOW) EXIST GRADE SPECIAL NOTES 1. FINAL GAS LINE SIZE AND GAS METER LOCATION TO BE DETERMINED BY CON-EDISON. 2. 12" CLEARANCE MUST BE MAINTAINED BETWEEN THE GAS AND -ELECTRIC LINES. 3. PROVIDE GENERATOR BACK UP FOR ANY MAIN MUX IN HALLWAY. 7'-0" 44 LIFTING HOLE (TYP, SEE NOTE BELOW) a © � t� OTE: DISTRIBUTION BOX TO BE CON EDISON DB-6, PEC DWG NO. EO-13331-B, REV 4. IIIr 300mmm�ljmill 4 ATS DETAIL E-1 SCALE: N.T.S. .._.. ASPHALT CONCRETE BINDER COURSE N.Y.S. ITEM 403.13 - SUB BASE COURSE N.Y.S. ITEM 304.2 SAW CUT EXISTING PAVEMENT (TYP) 3000 PSI a , CONCRETE e 3/4" CHAMFER 6'-0" SQ. WWF 4x4-W2.9xW2.9 T/CONC -TRANSFORMER PAD- 5 PAD DETAILS E-1 SCALE: 3/4" = V-0" MAGNETIC WARNING TAPE ASPHALT CONCRETE -HIGH FRICTION TOP COURSE N.Y.S. ITEM 403.1701 -_ I I ty A t � 0 � p k n cv N A PVC CONDUIT FOR ELEC W/ DRAG LINE '0 (TYP OF 2, 1 SPARE) PVC CONDUIT FOR a 4" PVC FOR TELCO ELEC W/ DRAG LINE " °I W/DRAG LINE (TYP OF 2, 1 SPARE) 1 -0 (TYP OF 2, 1 SPARE) DUCT SPACER NOTE: THE ENDS OF PVC CONDUIT ENTERING OR LEAVING A MANHOLE, DISTRIBUTION BOX OR CONCRETE PADS MUST BE CONVERTED TO GALVANIZED CONDUIT FOR THE LAST 8'-0" RUN. 4" COMPACTED CRUSHED STONE COMPACTED SUBGRADE MAGNETIC WARNING TAPE KLECTRICAL NOTES 1. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND COORDINATION OF THE ELECTRICAL & COMMUNICATION SERVICES WITH THE UTILITY COMPANIES AND SHALL PAY ALL FEES REQUIRED TO COMPLETE THE INSTALLATION. 2. COORDINATE THE INSTALLATION OF THE SECONDARY ELECTRIC & COMMUNICATION SERVICES INCLUDING SUPPORTS AND ACCESSORIES AS INDICATED. COORDINATE WITH AND MEET THE REQUIREMENTS OF THE LOCAL UTILITY COMPANY, THE NEC, AND ALL APPLICABLE LOCAL AND STATE CODES. 3. CONTRACTOR SHALL PERFORM ALL VERIFICATION, OBSERVATION, TESTS, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 4. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 5. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE ONE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED BY UNDERWRITERS LABORATORIES (UL) AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH LISTING. MATERIALS SHALL MEET WITH APPROVAL OF ALL AUTHORITIES HAVING JURISDICTION AND SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND NFPA. 6. SERVICING UTILITY CO: CON EDISON CONTACT: LUCIO GALA TELEPHONE NO: (914) 925-6433 7. SERVICING TELEPHONE CO: VERIZON 8. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 9, EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANELBOARD, PULLBOX, J-BOX, SWITCH BOX, ETC., IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA). 10. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. GROUNDING CONDUCTORS SHALL BE SOLID TINNED AND ANNEALED #2 COPPER, UNLESS OTHERWISE NOTED. 11. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL GROUNDING TESTS FOR APPROVAL, SUBMIT TEST REPORTS TO THE CONSTRUCTION MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. 12. PROVIDE CONSTRUCTION MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS. 13. PULL BOX SHALL BE USED WHERE REQUIRED. SEPARATE PULL BOXES SHALL BE USED FOR ELECTRIC & TELCO RUNS. PULL BOXES SHALL BE QUAZITE COMPOSOLITE STYLE PG WITH HEAVY DUTY COVERS AS MANUFACTURED BY FLEXWELL, LENOIR CITY, TN, VERIFY SIZE WITH UTILITY COMPANY PRIOR TO INSTALLATION. 14. DURING AND UPON COMPLETION OF THE WORK, ARRANGE AND PAY ALL ASSOCIATED COSTS FOR INSPECTIONS OF ALL ELECTRICAL WORK INSTALLED UNDER THIS CONTRACT, IN ACCORDANCE WITH THE CONDITIONS OF THE CONTRACT. INSPECTIONS REQUIRED: AS PER THE LAWS AND REGULATIONS OF THE LOCAL AND/OR STATE AGENCIES HAVING JURISDICTION AT THE PROJECT SITE. INSPECTION AGENCY: APPROVED BY THE LOCAL AND/OR STATE AGENCIES HAVING JURISDICTION AT THE PROJECT SITE. CERTIFICATES: SUBMIT ALL REQUIRED INSPECTION CERTIFICATES. 15. SINGLE -CONDUCTOR: 98% CONDUCTIVITY, ANNEALED, UNCOATED COPPER CONDUCTORS WITH 600-VOLT RATED TYPE "THHN/THWN" INSULATION. 16. ALL HANGERS, SUPPORTS, FASTENERS AND HARDWARE SHALL BE ZINC -COATED OR OF EQUIVALENT CORROSION RESISTANCE BY TREATMENT OR INHERENT PROPERTY, AND SHALL BE A MANUFACTURED PRODUCT DESIGNED FOR THE APPLICATION. PRODUCTS FOR OUTDOOR USE SHALL BE HOT DIP GALVANIZED. HANGERS, STRAPS, RISER SUPPORTS, CLAMPS, U-CHANNEL, THREADED RODS, ETC. AS INDICATED OR REQUIRED. 17. WIRE TAGS SHALL BE VINYL -CLOTH SELF-ADHESIVE WRAPAROUND TYPE INDICATING APPROPRIATE CIRCUIT NUMBER, ETC. 18. INSTALL ELECTRICAL SYSTEMS, MATERIALS AND EQUIPMENT LEVEL AND PLUMB, AND PARALLEL AND PERPENDICULAR TO OTHER BUILDING SYSTEMS AND COMPONENTS, WHERE INSTALLED EXPOSED. 19, AT COMPLETION OF PROJECT, ACCURATELY COMPLETE EACH PANELBOARD CIRCUIT DIRECTORY CARD, IDENTIFYING LOAD SERVED OR "SPARE" OR "SPACE" FOR EACH CIRCUIT POLE. WHEN MODIFYING, ADDING OR DELETING CIRCUITS AT AN EXISTING PANELBOARD, UPDATE THE EXISTING (OR PROVIDE NEW) CIRCUIT DIRECTORY CARD TO ACCURATELY REFLECT FINAL CONDITIONS. 20. ALL ELECTRICAL CONDUITS & DISTRIBUTION BOXES SHALL BE INSTALLED AS REQUIRED PER CON EDISON FINAL DESIGN. 21. CONTRACTOR TO WIRE REQUIRED POWER TO FLAG POLE LIGHTS FROM SPRINTS POWER PANEL, TOP SOIL AND SEED 4 ° CLEAN BACKFILL NO STONES LARGER \� \� THAN 3/4" SAND 4" PVC FOR TELCO W/DRAG LINE (TYP OF 2, 1 SPARE) TRENCH DETAIL TRENCH DETAIL ASPHALT ROAD 6 U G UTILITY SECTIONS E-1 SCALE: NTS DUCT SPACER SAFE DIG Before You Dig, Drill Or Blast! - FOR PRIVATE PROPERTY - ® 1-800-825-9283 101 SHORE DRIVE, NEW WINDSOR, NY 12553 %00&p. MEMBERS OF NATIONAL. UTILITY LOCATING CONTRACTORS ASSOCIATION AN APPROVED UTILITY SURVEY COMPANY WOULD BE ACCEPTABLE. 1Y IF� ' • • _ ELECTRICAL DESIGN SHOWN IS PRELIMINARY. FINAL DESIGN WILL BE SHOWN UPON RECEIPT OF COMMENTS FROM UTILITY COMPANY. UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED INE PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE �11� NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE Fn- OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR 414 SHALL NOT BE CONSIDERED VALID COPIES. 12A� 0 1 2 3 )FES-- ORIGINAL SIZE IN INCHES • PLANNING ENGINEERI SURVE?WNG G • CONSTRUC77ON MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPLICANT: pow IN CONJUNCTION WITH: - 1%rvon wireless (SITE 2002015980 - LINCOLN AVENUE) Xcingular WIRELESS (SITE N-G21) ® 'P, T MR COMMUNICATIONS INC (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 RMB DATE' ISSl1E` - 3/10/06 FOR REVIEW 1 3/22/06 FOR PERMIT 2 5/26/06 PER CON ED COMMENTS 3 5/30/06 PER COMMENTS 4 6/1/06 PER CON ED SITE MTG 5 9/13/06 PER COMMENTS 6 5/14/08 AS -BUILT APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 XTERIOR LECTRICAL PLAN DETAILS E-1 EXIST. UTILITY POLE ON KING STREET (POLE #NYT108) —� NEW 45' CLASS 2 YELLOW PINE PROPERTY LINE POLE BY CONTRACTOR (SEE NOTE #9, BELOW) —� 11� r SCALE: 3/8" 1'-0" (3) URD 15KV RATED PRIMARY CABLES TO CONFORM TO CON—ED SPEC EO-17. (EPR 2/0 COPPER OR 1/0 ALUMINUM W/CONCENTRIC NEUTRAL 2/0 BARE GROUND OR #2 BARE GROUND (UNDERGROUND) (SEE NOTE #7, BELOW) 100' MAX #2 COPPER NEW 300KVA CON—ED XFMR WIRE (REFER TO CON—EDISON FINAL 2" RGS CONDUIT RISER LAYOUT & NOTE #8, BELOW) (MIN. 10 FEET ABOVE GROUND) NOTES: 1. GROUNDING AND INSTALLATION PER NEC AND LOCAL CODES. ALL INSTALLATION SHALL BE AS PER UTILITY COMPANY GUIDELINES AND RELEVANT SPECIFICATION. 2. SEE RELEVANT PLAN FOR GENERAL ROUTING OF ALL CONDUITS. DETERMINE EXACT ROUTINGS IN FIELD. 3. ALL OUTDOOR ELECTRICAL ENCLOSURES TO BE MINIMUM NEMA 3R RATED. ALL COVERPLATES SHALL BE WEATHERPROOF. 4. ACCESS CLEARANCE FOR ANY ELECTRICAL EQUIPMENT SHALL BE MIN. 3'-0", 5. CONTRACTOR WILL OBTAIN ALL NECESSARY PERMITS/APPROVALS FROM THE STATUTORY AUTHORITIES FOR THE NEW INSTALLATION BEFORE COMMENCEMENT OF WORK. 6. CONTRACTOR TO PROVIDE ALL LABOR AND MATERIAL TO INSTALL THE FOLLOWING: — PAD MOUNTED TRANSFORMER AS PER EO-121—B, EO-13827—A & EO-12482. — NEW PA POLE 45' CLASS 2. YELLOW PINE. EO-13306—B. — INSTALL 4" PRIMARY CONDUIT (24" MIN COVER) FROM PA POLE TO PAD MOUNTED TRANSFORMER. — PAD AS PER CON—EDISON SPEC #EO-13775-8. — ALL SERVICE EQUIPMENT AND CABLES AS PER CODE. — UNDERWRITER CERTIFICATE IS REQUIRED. 7• URD 15KV RATED PRIMARY CABLES TO CONFORM TO CON—ED SPEC EO-17. (ERR 2/0 COPPER OR 1/0 ALUMINUM W/CONCENTRIC NEUTRAL 2/0 BARE GROUND OR #2 BARE GROUND, PER CABLES SPECS EO-7555 OR EO-7238—AEJ AS SHOWN ON TABLE 11, PAGE 18 OF SPEC EO-17) 8. LUGS ARE REQUIRED ON ENDS OF SECONDARY CABLES IN THE PAD MOUNTED TRANSFORMER END. MUST BE FERRIS SHAWMUT AMP TRAP CATALOG # CP500—C3TI (NO SUBSTITUTIONS). NEUTRAL LUGS SHALL BE BURNDY YA 34-2N. 9. PROPERTY LINE POLE TO BE INSTALLED & ANCHORED PER CON—ED SPEC 13306—B AND EO-5218 (4) SETS OF (4) 350 KCMIL THHN & (1) #3/0 AWG THHW GND. IN (4) 4" CONDUIT (UNDERGROUND) GROUND EACH PER NEC ) 200A .,) 100A ,.) 200A 0 200A r ) 200A METERING EQUIPMENT TO BE CUTLER —HAMMER U—H4213CCCCH OR M APPROVED CON—EDISON EQUAL BY SITE CONTRACTOR (HORIZONTAL LAYOUT) (BY CONTRACTOR) (3) 3/0 THHN IN 2" CONDUIT (BY CONTRACTOR) 200 —_"— —•� Li 0 0 4 oTHE ATS IS OPEN SPRINT NEXTEL CINGULAR VERIZON VILLAGE TRANSITI(}N PANEL PANEL PANEL PANEL PANEL "BREAK —BEFORE —MAKE~ 42 CKT 42 CKT 42 CKT 42 CKT 24 CKT <^o VI 00AE PANEL T T NG GENERATOR GEN. (PROVIDED BY BLDG MANUFACTURER) SET r2--�ONE-LINE DIAGRAM E-2 SCALE: N.T.S. INCOMING POWER DISCONNECTS LOCATED IN GENERATOR ROOM A (INCLUDED W/SHELTER) (3) 3/0 THHN & (1) #4 THHN GND IN 2" CONDUIT (INCLUDED W/SHELTER) (4)INTEGRATED LOAD CENTERS INCLUDES 200A, 42 CKT BREAKER PANEL, EMERGENCY AND NORMAL POWER 200A MCBS, ATS, AND SURGE SUPPRESSOR, BY INTERSECT (INCLUDED W/SHELTER) GENERATOR NATURAL GAS d` b t 1 255 KW KATOLIGHT N255FGX4 O t 100A o // 1 200A o) 200A o) 200A of 200A (INCLUDED W/SHELTER.) 120/240V JVER LIMED LOCATION OF NEW GAS R (FINAL LOCATION OF GAS METER E DETERMINED BY CON—EDISON) —1 FOR CONTINUATION SPECIAL NOTES 1. FINAL GAS LINE SIZE AND GAS METER LOCATION TO BE DETERMINED BY CON—EDISON. 2. 12" CLEARANCE MUST BE MAINTAINED BETWEEN THE GAS AND ELECTRIC LINES. 3. PROVIDE GENERATOR BACK UP FOR ANY MAIN MUX IN HALLWAY. UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR t SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 3 ORIGINAL SIZE IN INCHES ■I PLANNING ENGINEERING SURVEYING • CONSTRUC ON MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineeeing.com APPUCANT: AVE& IN CONJUNCTION WITH: Yerioti wireless (SITE 2002015980 - LINCOLN AVENUE) -Xcingular WIRELESS (SITE N-G21) - ® 'WIMP , T COMMUNICATIONS INC (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 r--11 RMB nATG IQQ1Il: — 3/10/06 FOR REVIEW 1 3/22/06 FOR PERMIT 2 5/26/06 PER CON ED COMMENTS 3 5/30/06 PER COMMENTS 4 6/1/06 PER CON ED SITE MTG 5 9/13/06 PER COMMENTS 6 5/14/08 AS —BUILT CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • • - • KING STREET DYE BROOK, NY 10573 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 ° ! ''ELECTRICAL PLAN DETAILS 'I GENERAL NEXTEL ELECTRICAL NOTES NEXTEL ROOM 5REAKER PANEL 5CMIJEDULE A: T ARM :s MEN (4) #6 AWG GROUND WIRES BACK TO MGB. INSTALLED BY CONSTRUCTION. LEAVE COIL OF GROUND WIRE ON TELCO BOARD FOR CONNECTION TO TELCO SURGE ARRESTOR. FINAL CONNECTION TO ARRESTOR MADE BY EBTS INSTALLATION TEAM. SEE NOTE #1 (BELOW) STANDARD 4`-0"x4'-0" TELCO BOARD PRIMARY T-1 RJ-48 JACK USING WHITE/BLUE & WHITE/ORANGE PAIRS SEE DETAIL 3/E-3 _ DRAIN WIRES FROM EACH T-1 PAIR CONNECTED TO GROUND STUD ON TELCO SURGE ARRESTOR ---- FLAT 8-WIRE JUMPER TO RADIO EQUIPMENT FOR FUTURE USE PRIMARY T-1 (NOT CONNECTED SURGE ARRESTOR AT THIS TIME) SEE NOTE 7 (BELOW)—\ TELCO CABLE CONDUIT SEE NOTE 8 (BELOW) FTO HALO GROUND 25 PAIR INDIVIDUALLY SHIELDED i? #22 CABLE, WITH DRAIN WIRE I 5PRINT ROOM BREAKER PANEL 5CHEDULE 5: I r Y% y - : l :� - r r' -r W A LC _ IT 077731 j W7731������`0 ��' CAI, ®,1,��t■��1If0���� 9771 /y 1111,771 oil I 1 I ♦•• r�:♦-.- ♦ r.i_.�2Xs��ar _�_� r� a •r ♦- ri= �r � ♦•► i • ♦ �r ♦•r - SPRINT NEXTEL. POWER PANEL "A" & "B" SCALE: NTS SECONDARY T-1 RJ-48 JACK USING WHITE/GREEN & WHITE/BROWN PAIRS HIGH -LOW TEMP ALARMS SEE NOTE 5 (BELOW) LOCATED IN TELCO MUX/DEMARC CABINET LOCATED ON TELCO BOARD IN CELL ROOM TYPE DETAIL 12/G-2 & 1900 ALARM J-BOX SEE DETAIBLUE BLUE ( I I I GROUND 1 t NOTES 2 & 3 (BELOW) . GRN1 WHT1 BLU1 RED1 WIRE (TYP) I qW a 1 n z A iv AJB 2„ QUAD RECEPTACLE QUAD TWIST LOCK 20A RECEPTACLES 1N NEMA 1 ENCLOSURE, FOR TELCO BOARD. HUBBELL NOTES: CAT#HBL2310 OR EQUIV. 1. LEAVE 6-7 FEET OF WIRE FOR NEXTEL. 2. USE RED & GREEN PAIR FOR ALARM. 3. LEAVE YELLOW & BLACK FOR SPARES. 4. LABEL ALL WIRES. 5, CONTRACTOR TO PROTECT TEMP ALARMS FROM HVAC UNITS 6. DO NOT GROUND TO OUTLET COVERS. 7. FAN OUT CABLE AS IT EXITS THE CONDUIT TO BOTH RJ-48 JACKS. WIRE PER 3/E-3, 8. FOUR PAIR EXTENDED DEMARK CABLE WILL SUPPORT TWO T-1 CIRCUITS. 9. TELCO BOARD IS 6'-0" AFF, LION. 10. RECEPTACLES LOCATED ON THE TELCO BOARD, OUTSIDE THE EQUIPMENT ROOM, MUST BE POWERED AFTER THE TRANSFER SWITCH. r TELCO BOARD ELEVATION E-3 SCALE: 3/4" = SECONDARY T-1 SURGE ARRESTOR PRIMARY T-1 LINE (FIRST SET OF RJ-48 JACKS AT EACH END) TELCO DEMARC SIDE CELL ROOM SIDE PIN WIRE COLOR/DESCRIPTION PIN WIRE COLOR/DESCRIPTION 1 BLUE 1 BLUE 2 WHITE/BLUE 2 WHITE/BLUE 3 3 4 ORANGE 4 ORANGE 5 WHITE/ORANGE 5 WHITE/ORANGE 6 6 7 NOT CONNECTED DRAIN WIRE FOR T/R PAIR 8 NOT CONNECTED . —::d I I DRAIN WIRE FOR TI/RI PAIR PAIR 1 I PAIR 2 SECONDARY T--I LINE (SECOND SET OF RJ-48 JACKS AT EACH END) TELCO DEMARC SIDE CELL ROOM SIDE PIN WIRE COLOR/DESCRIPTION PIN WIRE COLOR/DESCRIPTION 1 GREEN 1 GREEN 2 WHITE/GREEN 2 WHITE/GREEN 3 3 4 BROWN 4 1 BROWN 5 WHITE/BROWN 5 WHITE/BROWN 6 6 7 NOT CONNECTED DRAIN WIRE FOR T/R PAIR 8 NOT CONNECTED DRAIN WIRE FOR TI/RI PAIR 3 WIRING DETAIL E-3 SCALE: 3/4" = 1'-0" GRN2 WHT2 BLU2 RED2 O O O 0 L,\ GRN3 WHT3 BLU3 REDS �\ Ll cm O ~ V/�L�-Tyy1 VLT2 V/L^T�3 \ nig V O % (POLYPHASER MOUNTING RACK) TO GROUND BAR ELONGATED SLOTS PAIR 3 ALLOW MOVEMENT OVERSIZED WASHER WITHIN TWO AXIS W/NUT (TYP) PAIR 4 0 0 00 00 00 o (BOTTOM VIEW OF POLYPHASER MOUNTING PLATE) r POLYPHASER DETAIL E-3 SCALE: 1 1 /2" = 1'-0" 1. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATION TESTS, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 2, CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED. 3, ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT, MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES (U.L.) AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL, MATERIALS SHALL MEET WITH APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION. AND SHALL BE MANUFACTURED 1N ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU. 4. CONTRACTOR TO COORDINATE WITH BUILDING OWNER FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR. 5. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 6. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.I.C. 7. METER SOCKETS AMPERES, VOLTAGE AND NUMBER OF PHASES SHALL BE NOTED AND SHALL BE MANUFACTURED BY SQUARE "D" COMPANY, SANGAMO OR APPROVED EQUAL. METER SOCKET SHALL BE APPROVED BY UTILITY COMPANY PRIOR TO INSTALLATION. 8. WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM WITH TYPE THHN INSULATION UNLESS SPECIFICALLY NOTED OTHERWISE. 9. ALL CONDUCTORS SHALL BE COPPER, 10. USE T-TAP CONNECTIONS ON ALL MULTI -CIRCUITS WITH COMMON NEUTRAL CONDUCTOR FOR LIGHTING FIXTURES. 11. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANEL BOARD, PULLBOX, J-BOX, SWITCH BOX, ETC., IN COMPLIANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.) 12, CONDUIT: A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR. B. INTERMEDIATE METAL CONDUIT SHALL BE U.L. LABEL, FITTINGS SHALL BE THREADED ALUMINUM OR STEEL AND SHALL BE USED FOR ALL EXTERIOR RUNS. THREADLESS COUPLINGS AND CONNECTORS SHALL NOT BE USED. C. ELECTRICAL METALLIC TUBING (EMT) SHALL HAVE U.L. LABEL, FITTINGS SHALL BE NO SET SCREW OR CRIMP TYPE FITTINGS SHALL BE USED. GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS, D. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR "SQUEEZE" TYPE, SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL SIZE GROUND WIRE. E. CONDUIT SHALL BE SIZED PER THE NEC AND AS SHOWN. F. CONDUIT RUNS MAY BE SURFACE MOUNTED IN CEILINGS OR WALLS UNLESS INDICATED OTHERWISE. CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGHT ANGLES TO CEILING, FLOOR OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH OWNER PRIOR TO INSTALLING, G. ALL CONDUIT ONLY (C.O.) RUNS SHALL HAVE A PULL WIRE OR ROPE. II 13. COVERPLATES SHALL BE BRUSHED STAINLESS STEEL FOR ALL SWITCHES, RECEPTACLES, TELEPHONE AND BLANKED OUTLETS, AND SHALL HAVE ENGRAVED LETTERING WHERE INDICATED WEATHERPROOF RECEPTACLES SHALL HAVE SIERRA #WPD-8 LIFT COVERPLATES. 14. REFER TO MANUFACTURERS MANUAL FOR RECOMMENDED FUSE AND WIRE SIZES. 15. ALL FINAL CONNECTIONS TO THE EQUIPMENT ARE TO BE OF FLEXIBLE WEATHERPROOF CONDUIT TO MEET APPLICABLE CODES, i 16, THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 17, GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER AND ANNEALED #2, UNLESS OTHERWISE NOTED. 18. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL GROUNDING TESTS FOR APPROVAL, SUBMIT TEST REPORTS TO THE CONSTRUCTION MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK IN A COMPLETE AND UNDAMAGED CONDITION. 119. PROVIDE CONSTRUCTION MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS, ALL PHENOLIC LABELS MUST BE PROVIDED TO NEXTEL'S CM. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH GAINING APPROVALS AND PAYING ALL FEES ASSESSED BY UTILITY COMPANY FOR ELECTRICAL SERVICE. 21. PROVIDE GFI PROTECTED RECEPTACLE ADJACENT TO HVAC UNIT FOR UNIT SERVICING. 22. CONTRACTOR TO PROVIDE PHENOLIC LABELS, WHITE ON BLACK FOR ALL ELECTRICAL EQUIPMENT. 23. THE CONTRACTOR IS TO MAKE CONNECTIONS TO DEVICES FOR THE AUTOMATIC CONTROL OF THE HVAC SYSTEM INCLUDING AUTOMATIC VALVES AND COMPONENTS WHICH ARE A PART OF THE AC PIPING SYSTEMS. SCHEDULE OF ELECTRICAL EQUIPMENT SYMBOL MFR MODEL # DESCRIPTION ELECTRICAL CONNECTION FOR RECTIFIERS - IN 1 1 /2" CONDUIT J ROUTE (8)-#10 THHN CONDUCTORS AND (4)-#10 THHN 1 GROUND CONDUCTORS FROM POWER PANEL TO 8%8"x2" DEEP (60 CUBIC INCHES MINIMUM) JUNCTION BOX LOCATED ABOVE RECTIFIER RACK. FROM JUNCTION BOX PROVIDE 4 SETS (2)-#10 AND (1)-#10 CONDUCTORS WITH 14' OF SLACK FOR TERMINATION AT EACH RECTIFIER UNIT. ALL WIRING AT PANELBOARD, JUNCTION BOXES, AND ALL TERMINATIONS SHALL BE FORMED, MARKED AND TIE WRAPPED. CAP AND TERMINATE CONDUCTORS NOT BEING CONNECTED AT THIS TIME IN AN APPROVED MANNER, DO NOT LEAVE LIVE WIRES, CONTRACTOR SHALL VERIFY WITH NEXTEL FIELD REPRESENTATIVE AS TO THE CIRCUITS THAT ARE TO BE CONNECTED AT THE TIME OF CONSTRUCTION. ALL WIRES ARE TO BE STRANDED, 11 Illti PtANN1NG TE ENGINEERING • SURVEYING • CONSMUCWN MANAGEMENT TE'CTCN/C Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPUCANT: ; IN CONJUNCTION WITH: VergM wireless (SITE 2002015980 - LINCOLN AVENUE) - Xcingular WIRELESS (SITE N-G21) N 1 ' T COMMUNICATIONS INC j (SITE NY-09-264) 11 PROJECT NUMBER DRAWN BY RMB DATE ISSUE - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 5/14/08 AS -BUILT APPROVALS CONSTRUCTION DATE:. LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • i PURCHASE D:.00 938 KING STREET RYE BROOK, NEXTEL OF NEW YORK INC, DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 NEXTEL AS -BUILT ELECTRICAL, DETAILS &NOTES UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE OF NEW YORK STATE EDUCATION LAW.# COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED U rn SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF a THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 01A 0 1 2 ORIGINAL. SIZE IN INCHES NOTES: 1) 24VDC CABINET INSTALLER SHALL MAKE ALL FINAL TERMINATIONS AT 24VDC CABINET 2) NOKIA INSTALLER SHALL MAKE ALL FINAL TERMINATIONS AT NOKIA BTS CABINET 3) 24VDC CABINET MANUFACTURER SHALL PROVIDE AND INSTALL BRIDGE KIT FROM 24VDC CABINET TO NOKIA BTS CABINET 4) 24VDC MANUFACTURER SHALL PROVIDE AND INSTALL DC POWER CABLES READY FOR FINAL TERMINATION BY NOKIA. DC DISTRIBUTION CABLES SHALL BE (2)-2/0 AWG FOR EACH BTS. A) ASSOCIATED CIRCUIT BREAKER FOR DC DISTRIBUTION CABLES SHALL BE LEFT OPEN AND PROVIDED W/A.REMOVABLE LOCKING DEVICE OR TAG SO THAT THE BREAKER CAN NOT BE CLOSED. B) DC CABLES SHALL BE RHH/RHW AND CABLE TRAY (CT) RATED C) NOKIA INSTALLER TO PROVIDE DC DISTRIBUTION CABLES LUGS ON NOKIA END 5) 24VDC INSTALLER SHALL PROVIDE AND INSTALL TELCO CABLE(S) BELDEN PART #7919A COILED AND READY FOR FINAL TERMINATION BY NOKIA 6) 24VDC MANUFACTURER SHALL PROVIDE AND INSTALL CDS DATACOM ALARM CABLE PART #C03610075 COILED AND READY FOR FINAL TERMINATION BY NOKIA 7) ALL CONDUCTORS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE W/NEC AND LOCAL CODES 8) SUFFICIENT SLACK SHALL BE PROVIDED TO PERMIT NOKIA INSTALLER TO TERMINATE ALL CABLES TO METER BANK (N) 200A, 1 PH FUSIBLE DISCONNECT TELCO INCOMING T1 FROM EXISTING TELCO DEMARC (1)-2"C TELCO WITH (5)-Tl+ONE SPARE T1 W/ PULL WIRE CINGULAR NEMA 3R TELCO ENCLOSURE 30"X30"X10" W/ 5/8" PLYWOOD BACKBOARD COIL AND TAPE SPARE T1 AND PULL WIli * AC SERVICE ENTRANCE PANEL SEE NOTES ABOVE (1) 3/4" C (1)-3/4"C 6-PR #24UTP W/(2)#12 &#12 BELDEN #9566 ROUTE TO 24VDC 'AND CABINET W/T1 CABLES INSIDE (1) 3/4"C - -, GFCI (1)-2" C FOR POWER TO 24VDC CABINET. (24)-#8 AND (2)-#14( TRANSITION TO LMFC AT 24VDC CABINET. GC SHALL MAKE ALL FINAL TERMINATIONS AT ROUTE TVSS ALARM CABLE BELDEN #9566 TO 66-BLOCK INSIDE 24VDC CABIN11i AL (5) ATLANTIC SCIENTIFIC TELCO SURGE ARRESTORS #90700 COIL AND TAPE SPARE ALPHA, BETA AND GAMMA BTS T1 BELDEN #7919A (1)-1"C FOR BTS HETA CIRCUITS 6-#12 & 3--# 12GND (1)-i" C FOR (2)KENTROX CAT5 T1 CABLES AND TVSS ALARM CABLE BELDEN #9566 --\ KENTROX DSUM #72765 24VDC RECTIFIERS ARGiUS 24VDC (i)-3/4" LMFC FOR ALPHA HETA CIRCUIT. (2)-#12 & (1)-#12GND— (1)-3/4" C FOR ALPHA T1 (2) BELDON #7919A CAT 5 CABLES 4 ALPHA BTS COIL CDS DATACOM ALARM CABLE #C03610075 FOR TERMINATION BY NOKIA TO X9 PORT NOTES: 1. UTILITIES TO BE ROUTED FROM EXTERIOR METER BANK/TELCO VAULT 2. FOR CIRCUITS AND RATINGS (SEE PANEL SCHEDULE) SCALE: N.T.S. I 'I® Lim - 4►.rL��r.aLi.�.��i�� 1'�®���©®��.�J■,.�a...r.� �...-..� Iz-: i j s r LT I _ a tz� �' r r � it ♦ • r � -: ITEM DESCRIPTION (1) 3/4" C W/KENTROX CAT5 TI CABLE #93050101 DB15F TO STUB. KENTROX CAT5 TI CABLE #93050111 DB15M TO STUB, VIA 3/4" C W/ITEM #1. (1) 1" C FOR ALPHA/BETA/GAMMA T1 CABLES (SIX BELDEN #7919A) RJ48 DATAJACK ALLEN TEL PRODUCTS #AT468-15. PROVIDED AND INSTALLED BY GC EXISTING 66 BLOCK WITHIN 24VDC CABINET (2)-2/0 DC POWER CABLES FOR APPHA BTS 7 (2)-2/0 DC POWER CABLES FOR BETA BTS ® (2)-2/0 DC POWER CABLES FOR GAMMA BTS 6"x6" NEMA 3R ENCLOSURE (1)-3/4" LMFC FOR BETA HETA CICUIT. (2)-#12 & (1)-#12 GND BETA BTS li NEMA 3R ENCLOSURE SCALE: N.T.S. (1)-3/4"C FOR GAMMA BTS Ti s {2) BELDEN #7919A CAT5 CABLE 4-PR #24SHD (1)-3/4"C FOR BETA BTS T1 s (2) BELDEN #7919A CAT5 CABLE 4-PR #24SHD #2 AWG (TYP) (1)-3/4" LMFC FOR GAMP HETA CIRCUIT. (2)-#12 & (1)-#12 GND GAMMA BTS PLANNING _11WGINEERING • SURVEYING • CONSTRUCTION MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Rood New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPLICANT: AIE IN CONJUNCTION WITH: wireless (SITE 2002015980 - LINCOLN AVENUE) Xcingular WIRELESS (SITE N-1321) 'P' T COMMUNICATIONS INC (SITE NY-09-264) PROJECT NUMBER DRAWN BY RMB DATE ISSUE 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 5/14/08 AS -BUILT APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: NEXTEL_ OF NEW YORK INC. DBA NEXTEL_ COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 CINGULAR AS -BUILT ELECTRICAL, DETAILS &NOTES UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE 0X NEW YORK STATE EDUCATION LAW. SEE COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE° �+ OF THE SIGNATURE AND AN ORIGINAL EMBOSSED o- SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR Z42A SHALL NOT BE CONSIDERED VALID COPIES. 0 1 2 3 FES��O�4 ORIGINAL_ SIZE IN INCHES E O 60 0 n F cr Q w Gi >- m 5© (0 � ry < .e �0�f Q w z w wox I o bi NOTES: 1. S66M 1-50 BLOCK W/89B BRACKET TO TELCO BE SUPPLIED BY 24V MANUFACTURER 2. WIRE TO PROVIDE CONTINUITY WHEN CIRCUIT IS NORMAL. 3. INSTALL BRIDGING CLIPS (SIEMON—SA-1-25 OR EQUIVALENT) AS REQUIRED. 4. TURN BACK AND STORE UNUSED CONDUCTORS. 0 0 0 0 0 0 t)bbM "1 -5U NA NA NA ff NA NA NA RED INTRUSION (PRE -WIRED IN 24V) BLK (EAC #1, TEXT ID #1) :D RED GRN TEMP (PRE -WIRED IN 24V) (EAC #2, TEXT ID #2) _J WHT � TVSS SS (BY GC} (EAC #3, TEXT ID #21) ­71 J NA WHT l ORG COMM POWER FAIL (BY GC) (EAC #5, TEXT ID #5) D ORG YE L RECT 24V - MAJOR (PRE -WIRED IN 24V) (EAC #6, TEXT ID #6) � BRN BLU RECT 24V - MINOR (PRE -WIRED IN 24V) _j (EAC #7, TEXT ID #7) D VIO D VIO DIST BREAKER PRE -WIRED IN 24V) (EAC #8, TEXT ID 8) NA NA NA iNA NA INTRUSION ALARMS JUMPER'D TOGETHER BY ARGUS AND ROUTED NA TO PINS 13,14 � l NA X m ARGUS 24 VDC 66 BLOCK ALARM ASSIGNMENTS DETAIL E-5 SCALE: N.T.S. POWER COMPARTMENT HIGH/LOW TEMP AND BATTERY COMPARTMENT HIGH/LOW TEMP ALARMS REAR PANEL, BATT AND POWER BAY INTRUSION ALARMS TO RADIO CABINET (NOKIA/ERICSSON) PORT MARKED "PROTECTED" RJ48 (TYP) - PLASTIC NOTCH .r r r ; r 1 r r>11 r i TO TELCO NIU T1-SURGE SUPPRESSOR ATLANTIC SCIENTIFIC NO. 90700 (SEE NOTE 2) NOTES: 1. MOUNT DIN RAIL TO TELCO BOARD 2. DIN RAIL HOLDS 1--4 UNITS 3. TVSS MAY BE ORIENTED TO SUIT SITE REQUIREMENTS — !► No � , ■► 2 DETAIL E-5 SCALE: N.T.S. 22-24AWG SOLID (SEE NOTE) -COMM PWR /TVSS FAIL I^GENERATOR RUN NC-----141 NOTE 3 Li NC _1 z Q t1 oN 21 - 0 22 NOTES: 1. WIRE ALL CONTACTS TO PROVIDE CONTINUITY WHEN CIRCUIT IS NORMAL AND LOSS OF CONTINUITY WHEN CIRCUIT FAILS. 2. TERMINAL ASSIGNMENT ORDER ON MARCONI LABEL DOES NOT NECESSARILY REFLECT PHYSICAL ORDER OF CONTACTS 3. CONDUCTOR SHALL HAVE CMG, CL3 OR PLTC INSULATION. 4. TAPE AND STORE ANY SPARE CONDUCTORS. ALARM CONTACTS TVSS COMMERCIAL GENERATOR 1 2 11-COM 11-COM 14-NO 14-NO 12-NC 12-NC MARCONI AC SVC ENTRANCE CABINET SEE NOTE ALARM TERMINAL BLOCK ASSIGNMENTS NOTES (MARCONI ONLY): 1. TVSS CONDUCTORS MOVED FROM LINE SIDE OF MAIN BREAKER TO LOAD SIDE OF TVSS BREAKER. 2. ALARM CONDUCTORS FROM 21 AND 22 ON 66-BLOCK (DETAIL 1022-NE). WIRE FROM CONTACT 2 ON TVSS TO N.O. CONTACT 14 OF COMMERCIAL POWER FAIL RELAY. i 112 I I G w . a :.. . w r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 o � o 0 0 0 0 0 AC SERVICE ENTRANCE CABINET ALARM ASSIGNMENTS 3 DETAIL E-5 SCALE: N.T.S. w*A • rii- ri r r r w • ; f. ., - , ! ! rii- li r i f r i !!� • •' ! ! • i rii' r r •j !;� 'i w ! ! rii• i r • !!- ! ! • • XXX = LENGTH IN FEET TX "STRAIGHT THROUGH CABLE RX CONFIGURATION" CONNECTOR PIN ASSIGNMENT NOTES: r i- i � •� � � i i 2. SELECTED CABLE MUST BE FROM A VENDOR LISTED IN THE ABOVE TABLE (NO SUBSTITUTIONS ARE PERMITTED) 3. DOUBLE ENDED CABLES ARE STANDARD. SINGLE ENDED OPTIONAL TO MEET UNIQUE SITE REQUIREMENTS. 4. CABLE IS A STRAIGHT -THROUGH WITH IDENTICAL CONNECTOR PIN --OUT ON BOTH ENDS. 5. CABLE END WITH 18" GROUND PIGTAIL SHALL BE INSTALLED AT NOKIA BTS. 6. ORDER LENGTH (XXX) AND TYPE (OUTDOOR, INDOOR) AS APPROPRIATE FOR SITE REQUIREMENTS T1 CABLE AND CONNECTOR PIN -OUT DETAIL 1022--NE NCNC NC NC 21 22 CTB EAST COAST AC SVC ENTRANCE CABINET ALARM TERMINAL BLOCK ASSIGNMENTS COMM PWR FAIL TVSS FAIL UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A 41tCF VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE DER NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE ; OF THE SIGNATURE AND AN ORIGINAL EMBOSSED gi SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF 1 THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 7t2� ° 0 1 2 3 OFF ORIGINAL_ SIZE IN INCHES • PLANNING • ENGINEERING + SURVEYING • CONSTRUCTION MANAGEMENT T&VrONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineeeing.com APPUCANT: X m5m---, A"I � IN CONJUNCTION WITH: us verizown wireless (SITE 2002015980 — LINCOLN AVENUE) Xcingular WIRELESS (SITE N-G21 ) NNOMN COMMUNI II, ENT (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 RMB DATE ISSUE — 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 FOR COMMENT 3 5/14/08 AS —BUILT APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • • r NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 CINCULAR ALARM DETAILS 1 E-5 MAGNETICTHE D!•' ALARM IS WIRED NORMALLY OPEN. CONTACTS ' DOOR CLOSURE. WHEN lO+i' IS OPENED CONTACTSOPEN SENDING AN .R TECH -ON -SITE BYPASSES IIIOO' ♦ 1 TECH —ON —SITE ALARM CONTACTS SHOWN IN NORMAL CONDITION (NO TECH -ON -SITE). WHEN TECH -ON -SITE SWITCH IS ACTIVATED, THE NORMALLY OPEN CONTACT CLOSES AND BYPASSES THE DOOR ALARM, AND THE NORMALLY CLOSED CONTACT OPENS AND PROVIDES TECH -ON -SITE ALARM. 1 DETA I L E-6 SCALE: N.T.S. HIGH TEMP. ALARM R RED THE HIGH TEMP. ALARM IS SET TO OPEN ON TEMP. BLK INCREASE. (OR RISE) s SET POINT = 85° F LOW TEMP. ALARM R RED THE LOW TEMP. ALARM IS - SET TO OPEN ON TEMP. 9LK DECREASE. (OR FALL) Y SET POINT = 45• F " -. [01TITM I a ON I -.. .- 3 DETAIL E-6 SCALE: N.T.S. SMOKE ALARM DETECTOR THE SMOKE ALARM CONTACTS ARE' NORMALLY CLOSED UNDER A "NO SMOKE" CONDITION. WHEN SMOKE IS DETECTED THESE CONTACTS OPEN SENDING AN ALARM. 4 DETAIL \1-1E-6 SCALE: N.T.S.® HVAC FAIL ALARM WHEN HIGH PRESSURE OR LOW PRESSURE SWITCHES ACTIVATE THE LOCK OUT RELAY, THE ALARM CONTACTS WILL OPEN SENDING AN ALARM. LOW VOLTAGE STRIP HVAC FAIL ALARM WHEN HIGH PRESSURE OR LOW PRESSURE SWITCHES ACTIVATE THE LOCK OUT RELAY, THE ALARM CONTACTS WILL OPEN SENDING AN ALARM. PINS 29,30 L-. T. ♦ VL , l l,�- STRIP HVAC FAIL ALARM— CONSULT WITH HVAC MANUFACTURER FOR EXACT LAYOUT AND OPERATION DETAIL �SCALE: N.T.S. TVSS PANEL "A" FOR SURGE ARRESTOR ALARM, CONNECT TO COMMON AND NORMALLY CLOSED TERMINAL BLOCKS. NORMALLY CLOSED CONTACTS WILL BE CLOSED IN NORMAL POWER CONDITIONS. CONTACTS WILL OPEN IF TVSS PANEL "A" FAILS. TVSS FAIL MODIFIED) 5 DETAIL E76 SCALE: N.T.S. a UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A CFyy VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. R COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED UJ SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 124'a 0 1 2 3�®E51 ORIGINAL_ SIZE IN INCHES • PLANNING • ENGINEERING • SURVEYING • CONSTRUCTION MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fox: (845) 567-8703 APPLICANT: �! IN CONJUNCTION WITH: SO /'�dn wireless (SITE 2002015980 - LINCOLN AVENUE) - Xcingular WIRELESS (SITE N-G21) MR DINT COMMUNICATIONS INC (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 11 RMB nATF I'ssuF — 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 FOR COMMENT 3 5/14/08 AS —BUILT CONSTRUCTION LEASING m mm DATE: ZONINGDATE: OWNER DATE: NETWORK ENG DATE; NY- 1826 PURCHASE 1:'O! BROOK,938 KING STREET RYE ! NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 CIRGULAR ALARM AR DETAILS PRELIMINARY CIRCUIT DESCRIPTION �fj to, Em Err M&MV-47-mil EXTERIOR LIGHT Elm nm ® e iM TOTAL �� y • • ! •.M�' r 4 •�i3•iM TOTAL f ( i LOAD 5Y PHASEPHASE + iur TOTAL CONNECTED LOAD AMPS i T-MOBILE SCALE: NTS 1. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATION TESTS, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR ORTHERWISE REQUIRED. 3. ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT. MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES (U.L.). MATERIALS SHALL MEET WITH APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION AND SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU. 4. CONTRACTOR TO COORDINATE WITH BUILDING OWNER FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR. 5. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WITH PERMANENT ENGRAVED PLASTIC LABELS. 6. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AS INDICATED BY UTILITY COMPANY AND A MINIMUM OF 22,000 A.I.C. 7. METER SOCKET AMPERES, VOLTAGE, AND NUMBER OF PHASES SHALL BE AS NOTED AND SHALL BE MANUFACTURED BY SQUARE "D" COMPANY, SANGAMO, OR APPROVED EQUAL METER SOCKET SHALL BE APPROVED BY UTILITY COMPANY PRIOR TO INSTALLATION. 8. WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM WITH TYPE THWN INSULATION UNLESS SPECIFICALLY NOTED OTHERWISE. 9. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANELBOARD, PULLBOX, J—BOX, SWITCH BOX, ECT., IN COMPLINANCE WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.) 10. CONDUIT: A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR. B. ELECTRICAL METALLIC TUBING (EMT) SHALL HAVE U.L, LABEL, FITTINGS SHALL BE GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. NO SET SCREW OR CRIMP TYPE FITTINGS SHALL BE USED. C. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LABEL AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR "SQUEEZE" TYPE, SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL SIZE GROUND WIRE. D. PVC CONDUIT AND FITTINGS SHALL HAVE U.L. LABEL AND SHALL BE PVC SCHEDULE 40. E. CONDUIT SHALL BE SIZED PER NEC OR ANY GOVERNING LOCAL CODE, AND AS SHOWN. F. CONDUIT RUNS MAY BE SURFACE MOUNTED IN CEILINGS OR WALLS UNLESS INDICATED OTHERWISE. CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGHT ANGLES TO CEILING, FLOOR OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH OWNER PRIOR TO INSTALLING. G. ALL CONDUIT ONLY (C.O.) RUNS SHALL HAVE A PULL WIRE OR ROPE. 11. REFER TO MANUFACTURERS MANUAL FOR RECOMMENDED FUSE AND WIRE SIZES. 12. ALL FINAL CONNECTIONS TO THE EQUIPMENT ARE TO BE OF FLEXIBLE WEATHERPROOF CONDUIT TO MEET APPLICABLE CODES. 13. PROVIDE ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS. 14. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH, GAINING APPROVALS AND PAYING A!_L FEES ASSESSED BY UTILITY COMPANY FOR ELECTRICAL SERVICE. 15. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED AND CODE APPROVED MATERIALS. 16. TELCO CONDUIT RUN IN ON BUILDINGS SHALL BE 2" DIA. AND HAVE MINIMUM 12" RADIUS BENDS & ELBOWS. CONDUIT RUNS SHALL HAVE ONE 18"x18"x8" PULL BOX AT DEMARC LOCATION. TWO (2} PULL ROPES SHALL BE INSTALLED IN TELCO CONDUIT. 17. CONTRACTOR TO INSTALL BRASS TAGS ON THE COAX CABLE AT THE ANTENNA END & AT THE EQUIPMENT END. THE TAGS MUST INCLUDE SECTOR NO.# AND CABLE LENGTH.. 18. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR ORTHERWISE REQUIRED. IT -MOBILE TELCO NOTES !I 1. CONTRACTOR SHALL COORDINATE TELCO SERVICE WITH LOCAL TELEPHONE COMPANY. TERMINATE TELCO CONDUIT FOR INTERFACE WITH LOCAL TELEPHONE SYSTEM. TELCO CONDUCT TO BE INSTALLED TO ACCOMMODATE THE FUTURE USE OF FIBER OPTIC CABLE. TELCO CONDUIT RUN IN/ON BUILDINGS SHALL BE 2" DIA. AND HAVE MINIMUM 12" RADIUS BENDS & ELBOWS. CONDUIT RUNS SHALL HAVE ONE 18"xi8"x8" PULL BOX AFTER 270 DEGREES OF BEND WITH A MAXIMUM OF 360 DEGREES OF BEND PER RUN. STRAIGHT RUNS SHALL HAVE A PULL BOX AFTER EACH 75 FEET OF STRAIGHT RUN. CONDUITS RUN UNDERGROUND FROM SITE BOUNDARY (POLES, ETC.) TO TELCO BACKBOARDS OR DIRECT TO BTS CABINET SHALL BE 2" DIA. SCHEDULE 80 PVC WITH MINIMUM 3 FOOT RADIUS SWEEPS AND ELBOWS AT BENDS. PULL ROPES SHALL BE INSTALLED IN ALL TELCO CONDUIT. 2. T-1 LINE: (2) 25—PAIR, (EACH PAIR INDIVIDUALLY SHIELDED), #22 AWG SOLID CORE TELEPHONE CABLE. INSTALL CABLE WITHOUT SPLICE. LEAVE 15'-0" OF SLACK CABLE AT EACH END. LABEL AS "T-1" AT EACH END AND AT ALL PULL BOXES. 3. CABLE #1 (GRAY JACKET) BELDON PART # 1624RF2VA1000 CABLE #2 (RED JACKET) BELDON PART # 1624RO02A1000 CABLE #3 (BLUE JACKET) BELDON PART # 1624RO06A1O00 UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A Y VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE 11 NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR sS� SHALL NOT BE CONSIDERED VALID COPIES, s i2A 0 1 2 t ORIGINAL SIZE IN INCHES • PLANNING I • ENGINEERING • SURVEYING • CONSTRUCTION MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Rood New Windsor, NY 12553 Phone: (845) 567-6656 Fox: (845) 567-8703 www.tectonicengineering.com APPLICANT: IN CONJUNCTION WITH: 'Vetbon wireless (SITE 2002015980 — LINCOLN AVENU - Xcingular WIRELESS SITE N-G21) OMMM""', T COMMUNICATIONS INC (SITE NY-09-264) — 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 5/13/06 FOR COMMENT 3 5/14/08 AS —BUILT y � f CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • • • PURCHASE BLINDBROOK 938 KING STREET RYE BROOK, NY 10573 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 T-MOBILE ELECTRICAL NOTES E-7 0 PRELIMlly R 1 VW CIRCUIT BREAKER PANEL SCHEDULE: Ili m4w, 1 AM 2W r- AM 2W .-.♦ it :. - YES KEY LOM .O MaNtWai WACE sun OEM ♦•r ►3:s-<- ♦ ♦ :., err ♦•r. ►� :r •_ ra r s•r I ♦ ♦ �► ♦.r s - .•: - •: � i _ EQUIPMENT ROOM VEa aB1k Vlo Yi0 ed! a Swa bl DOIIN blk $mom wht DETECTOR 2 Amp ,u a o— bik b1k gm —j i via 2 wht i 3 via 1 O red zUz 4 * W 8 bik � A brmn ' wht 7 gm 1 W 8 blu 9 CI W p j 10 W —= blk ti A bm 8 wht t2 g m i3 14 red 15 red is yel 17 yeI t8 am i 19 am LEAD/LAG CONTROLLER (2) VC-e18 AM LEGEND & SCHEDULE OF ELECTRICAL EQUIPMENT SYMBOL MANUFACTURER MODEL No DESCRIPTION HUBBELL 1201 WALL SWITCH, SPECIFICATION GRADE, GRAY. GFi HUBBELL GF5362GY 20A DUPLEX RECEPTACLE WITH GA PROTECTION, SPECIFICATION GRADE IN WEATHER PROOF ENCLOSURE. HUBBELL 5362GY 20A DUPLEX RECEPTACLE, SPECIFICATION GRADE, WHITE MOUNT 0 18" AFF HUBBELL 20A QUAD RECEPTACLE, SPECIFICATION GRADE, GRAY, MOUNT ON TELCO BOARD. TELEPHONE OUTLET NEAR TELEPHONE BOARD PROVIDE _4<1 - - CONDUIT FROM TELEPHONE SERVICE TO TELCO BOARD. CONDUIT SIZE AS REQUIRED. INSTALL LINE AND COVERPLATE. TYPE MC CONDUIT WITH THHN COPPER CONDUCTORS / AS REQUIRED BY CODE. _ EMT CONDUIT WITH THWN COPPER CONDUCTORS SIZED - AS SHOWN. TWO PIECE MAGNETIC DOOR ALARM: RUN WIRE TO AD A SONiTROL 29A ALARM CABINET, LEAVE SUFFICIENT LENGTH TO REACH FLOOR FROM CABLE RACK. HIGH & LOW TEMPERATURE ALARMS: MOUNT ON WALL, QDAYTON 2E 206 RUN SIGNAL WIRE FROM EACH DEVICE TO A ALARM CABINET, LEAVE SUFFICIENT LENGTH TO REACH FLOOR FROM CABLE RACK, MOUNT HIGH TEMPERATURE SENSOR. SMOKE DETECTOR WITH AUXILIARY CONTACTS 120V POWER CONNECTION. AUXILIARY CONTACTS SHALL BE WIRED TO WA ESL 320CX ALARM CABINET FOR ALARM PURPOSES. ONE DETECTOR SHALL ALSO SHUT DOWN HVAC UNiT. PHOTOELECTRIC DETECTION WITH 1357 SENSOR. ALARM JUNCTION BOX: AJB _ - 6"W METAL ENCLOSURE SHALL BE PROVIDED AND BY THE CONTRACTORINSTALLED SHALL RUN (2 #22 CU) 1/2" C FROM JUNCTION BOX ABOVE CONTROLLER TO EACH OF THE FOLLOWING ITEMS UNLESS OTHERWISE NOTED. LEAVE SUFFICIENT LENGTH TO REACH FLOOR FROM CABLE RACK. SURGE ARRESTOR ALARM CONTACTS (5200-RS) MAGNETIC DOOR ALARM HIGH TEMPERATURE THERMOSTAT LOW TEMPERATURE THERMOSTAT SMOKE DETECTOR LOCATE AS DIRECTED IN THE FIELD. E LITHONIA HQMSWIG 120/277 N EXIT/EMERGENCY LIGHT WITH MAINTENANCE -FREE NICKEL LITHONIA M30-240-R5-5Z CADMIUM BATTERY AND 15W INCANDESCENT AC LAMPS. CEILING HUNG FLOURESCENT LIGHT FIXTURE (LOW PROFILE '----- --= WRAP AROUND) LAMP: (2) F 32W-T-10-110 VOLT. =�' a1Blk NOT USED < Vi0 Red ed a SNUfi NOTE: DOU!<J blk 1. ALL ALARM WiRING SHALL BE 018 AU* STRANDED i TOR I (MULTI -COLORED) INSULATED. NON -SHIELDED CABLE SMOKE grn em 2. ALL ALARM WIRiW4 FROM RIGHT SIDE OF TERMINAL DETECT SIB AC I BLOCKS WILL BE PROVIDED AND INSTALLED BY VERIZON WIRELESS ale 8 1 2 4 3 S 3. INSTALL (2) T 4 B TERMINAL BLOCKS 413R3600810 ftpla lack iz Y1 Y2 IU G C ON TELEPHONE BACKGROUND W/ALL REQUIRED RAILS AND STOPS (OR EQUAL). 4. ALL CONTACTS FOR ALARM SHALL BE NORMALLY TO CLOSED. PANEL "All 18t6 CKT 16 5. TIE TO EXIST BUILDING ALARM SYSTEM, CONTRACTOR TO COORDINATE. D 13L 4CK BfR XN IS ITE G EN BIJ Door Contact NEUTRAL bluff oti_1 1 > t3 (2) ITC- Ole AWG blu gr" l 2 3 4 5 6 A B l 8 blu bm 2 R YI �� � W G [ I blk 3 wht UNIT i TkSRMOSTAT 4 t red $} t 2 AMP. gm 3 "M TELCO ALARM BLOCK RESET. No, red DESMMM OER24KigFl POW red FIRE CUM NE CONTRA PANEL TERM. am 10 1/C— 18 AWG am 2 HIGH TEMP CUM ATE CONtRDL PANEL TEIN. ARRESTOR yeI ye0 3 SECOND FNAC RUNNING CL9IATE COMM PMtEt. TENMM. Hot 1 14 1 o FROM PANEL 'Ae V(2) e18 blu blu 4 INTRUSION 4 N.C. DOOR CONTACTS. SAR TBR IIC- AM gm 2 CKT 38 4 40 AJm 5 SURGE SUPPRESSION SURGE ARRESTER TERM, t h 2 I (2) i/G- 018 A G gray AC P(xU BOX 9raY 78XILOSS COMMERCIAL POWER TIME MARK AM6= FMAY OX6 LLR gm ..� F`m 240V RELAI 11 48 Volt Power Plant 1 t Motor Alarm By others _blk 6 7 wht t 1z One Rectifier Failed By others 1 9reY grey 3 Relay Rack fuse Alarm By others LLT t 8 TIME AC26013 14 14 Power Plant Fuse Alarm 15 By Others 2 i MARK RELAY High Voltage Power Plant By Others 15 LLR i6 Low Voltage Power Plant i6 By Others LLT 17 Very low Volloge Power Platt By others 2 SAR 1(D 18 Antenna Tower Light Failure 4A By when: OWPI SCALE: NTS LEAD -LAG TIMER BYPASS INSIDE! '!!CLIMATE C01"N'TROL PANEL SCALE: NTS j VREIZON WIRELESS GENERAL ELECTRICAL. NOTES 1. CONTRACTOR SHALL PERFORM ALL VERIFICATION OBSERVATION TESTS, AND EXAMINATION WORK PRIOR TO THE ORDERING OF THE ELECTRICAL EQUIPMENT AND THE ACTUAL CONSTRUCTION. CONTRACTOR SHALL ISSUE A WRITTEN NOTICE OF ALL FINDINGS TO THE ENGINEER LISTING ALL MALFUNCTIONS, FAULTY EQUIPMENT AND DISCREPANCIES. 2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, INSURANCE, EQUIPMENT, INSTALLATION, CONSTRUCTION TOOLS, TRANSPORTATION, ETC., FOR A COMPLETE AND PROPERLY OPERATIVE SYSTEM ENERGIZED THROUGHOUT AND AS INDICATED ON DRAWINGS, AS SPECIFIED HEREIN AND/OR AS OTHERWISE REQUIRED, 3, ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND IN PERFECT CONDITION WHEN INSTALLED AND SHALL BE OF THE BEST GRADE AND OF THE SAME MANUFACTURER THROUGHOUT FOR EACH CLASS OR GROUP OF EQUIPMENT, MATERIALS SHALL BE LISTED AND APPROVED BY UNDERWRITER'S LABORATORIES (U.L.) AND SHALL BEAR THE INSPECTION LABEL "J" WHERE SUBJECT TO SUCH APPROVAL. MATERIALS SHALL MEET WITH APPROVAL OF ALL GOVERNING BODIES HAVING JURISDICTION. AND SHALL BE MANUFACTURED IN ACCORDANCE WITH APPLICABLE STANDARDS ESTABLISHED BY ANSI, NEMA AND NBFU. 4. CONTRACTOR TO COORDINATE WITH BUILDING OWNER FOR CONNECTION OF TEMPORARY AND PERMANENT POWER TO THE SITE. THE TEMPORARY POWER AND ALL HOOKUP COSTS TO BE PAID BY CONTRACTOR. 5, ALL ELECTRICAL EQUIPMENT SHALL BE LABELED WCTH PERMANENT ENGRAVED PLASTIC LABELS. 6. ALL CIRCUIT BREAKERS, FUSES AND ELECTRICAL EQUIPMENT SHALL HAVE AN INTERRUPTING RATING NOT LESS THAN THE MAXIMUM SHORT CIRCUIT CURRENT TO WHICH THEY MAY BE SUBJECTED, AND A MINIMUM OF 10,000 A.I.C. 7. METER SOCKETS AMPERES, VOLTAGE AND NUMBER OF PHASES SHALL BE NOTED AND SHALL BE MANUFACTURED BY SQUARE "D" COMPANY, SANGAMO OR APPROVED EQUAL. METER SOCKET SHALL BE APPROVED BY UTILITY COMPANY PRIOR TO INSTALLATION. 8. WIRE AND CABLE CONDUCTORS SHALL BE COPPER #12 AWG MINIMUM WITH TYPE THHN INSULA11ON UNLESS SPECIFICALLY NOTED OTHERWISE. 9. ALL CONDUCTORS SHALL BE COPPER. 10. USE T-TAP CONNECTIONS ON ALL MULTI -CIRCUITS NTH COMMON NEUTRAL CONDUCTOR FOR LIGHTING FIXTURES. 11. EACH CONDUCTOR OF EVERY SYSTEM SHALL BE PERMANENTLY TAGGED IN EACH PANEL BOARD, PULLBOX, J-BOX, SWITCH BOX, ETC., IN COMPLIANCE WiTH THE OCCUPATIONAL SAFETY AND HEALTH ACT (O.S.H.A.) 12. CONDUIT: A. RIGID CONDUIT SHALL BE U.L. LABEL GALVANIZED ZINC COATED WITH ZINC INTERIOR AND SHALL BE USED WHEN INSTALLED IN OR UNDER CONCRETE SLABS, IN CONTACT WITH THE EARTH, UNDER PUBLIC ROADWAYS, IN MASONRY WALLS OR EXPOSED ON BUILDING EXTERIOR. B. INTERMEDIATE METAL CONDUIT SHALL BE U.L. LABEL, FITTINGS SHALL BE THREADED ALUMINUM OR STEEL AND SHALL BE USED FOR ALL EXTERIOR RUNS. THREADLESS COUPLINGS AND CONNECTORS SHALL NOT BE USED. C. ELECTRICAL METALLIC TUBING (EMT) SHALL HAVE U.L. LABEL, FITTINGS SHALL BE NO SET SCREW OR CRIMP TYPE FITTINGS SHALL BE USED. GLAND RING COMPRESSION TYPE. EMT SHALL BE USED ONLY FOR INTERIOR RUNS. D. FLEXIBLE METALLIC CONDUIT SHALL HAVE U.L. LISTED LABEL AND MAY BE USED WHERE PERMITTED BY CODE. FITTINGS SHALL BE "JAKE" OR "SQUEEZE" TYPE, SEAL TIGHT FLEXIBLE CONDUIT. ALL CONDUIT IN EXCESS OF SIX FEET IN LENGTH SHALL HAVE FULL SIZE GROUND WIRE. E. CONDUIT SHALL BE SIZED PER THE NEC AND AS SHOWN. F. CONDUIT RUNS MAY BE SURFACE MOUNTED IN CEILINGS OR WALLS UNLESS INDICATED OTHERWISE. CONDUIT INDICATED SHALL RUN PARALLEL OR AT RIGHT ANGLES TO CEILING, FLOOR OR BEAMS. VERIFY EXACT ROUTING OF ALL EXPOSED CONDUIT WITH OWNER PRIOR TO INSTALLING. G. ALL CONDUIT ONLY (C.O.) RUNS SHALL HAVE A PULL WIRE OR ROPE, 13. COVERPLATES SHALL BE BRUSHED STAINLESS STEEL FOR ALL SWITCHES, RECEPTACLES, TELEPHONE AND BLANKED OUTLETS, AND SHALL HAVE ENGRAVED LETTERING WHERE INDICATED WEATHERPROOF RECEPTACLES SHALL HAVE SIERRA #WPD-8 LIFT COVERPLATES. 14. REFER TO MANUFACTURERS MANUAL FOR RECOMMENDED FUSE AND WIRE SIZES. 15. ALL FINAL CONNECTIONS TO THE EQUIPMENT ARE TO BE OF FLEXIBLE WEATHERPROOF CONDUIT TO MEET APPLICABLE CODES. 16. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 17, GROUNDING CONDUCTORS SHALL BE SOLID TINNED COPPER AND ANNEALED #2, UNLESS OTHERWISE NOTED. 18. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO THE CONSTRUCTION MANAGER. CLEAN PREMISES OF ALL DEBRIS RESULTING FROM WORK AND LEAVE WORK iN A COMPLETE AND UNDAMAGED CONDITION. 19. PROVIDE CONSTRUCTION MANAGER WITH ONE SET OF COMPLETE ELECTRICAL "AS INSTALLED" DRAWINGS AT THE COMPLETION OF THE JOB, SHOWING ACTUAL DIMENSIONS, ROUTINGS, AND CIRCUITS. 20. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH GAINING APPROVALS AND PAYING ALL FEES ASSESSED BY UTILITY COMPANY FOR ELECTRICAL SERVICE. 21. JUNCTION AND PULL BOXES- JUNCTION OR PULL BOXES SHALL BE FURNISHED AND INSTALLED UNDER THIS SECTION OF SPECIFICATIONS WHERE INDICATED ON THE DRAWINGS. WHEREVER ELSE SUCH A BOX MAYBE DEEMED NECESSARY TO FACILITATE THE PULLING OR SPLICING OF WIRES OR CABLES. 22. EACH FEEDER PASSING THROUGH A PULL BOX SHALL BE TAGGED WITH TAG OF FIREPROOF MATERIAL, OR DESIGNATED IN ANOTHER APPROVED MANNER. 23. GENERALLY, JUNCTION BOXES AND PULL BOX SHALL NOT BE EXPOSED IN FINISHED SPACES WHERE NECESSARY, REROUTE CONDUITS OR MAKE OTHER ARRANGEMENTS TO MEET A PPROVAL OF ENGINEER. gh mp M Is 4' ON RISE TELCO NOTES CONTRACTOR TO INSTALL (2)-25PR INDIVIDUALLY SHIELDED BELDAN 24 GAGE WiRE FROM MUX (IN HALLWAY) TO TELCO BACKBOARD (IN ROOM). CONTRACTOR TO ALSO INSTALL A 6-PAIR CAT 5 FOR POTS, PLANNING • ENGINEERING TECTONIC • SURVEYING • CONSTRUC77ON MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 APPUCANT: NE 71- E* IN CONJUNCTION WITH: - � wireless (SITE 2002015980 - LINCOLN AVENUE) singular WIRELESS (SITE N-G21) COMMUNICATIONS INC (SITE NY-09-264) ( - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 FOR COMMENT 3 5/14/08 AS -BUILT owl 1 `'' ► ►'i` IV"/,J� APPROVALS CONSTRUCTION DATE: LEASING DATE: RF • DATE: ZONING DATE:.. OWNER DATE: NETWORK ENG DATE: • .. PURCHASE r♦ rIArOO 938 KING STREET RYE BROOK, NY 10573 NEXTEL Of NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 r � r 1 I• r A UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A ITV VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE �1A T1D NEW YORK STATE EDUCATION LAW. �,15ER COPIES OF THiS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED ;3 SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALiD COPIES, 12�9+ ✓ E S0. 0 1 2 3 ORIGINAL SIZE IN INCHES STANDBY NATURAL GAS GENERATOR BY KATOLIGHT CORP. MODEL N255FGX4. UK~� � ~~° IN CORPORATE OFFICE: Practical Solutions, Exceptional Service ' Mountainville, NY m00)829*531 TECTONIC �omw��on�u�nmeu ouoLmmum=�n"°^~ V45)567-6656 FAX: (8^5)sromo New Windsor, wv1u56u www.oecmowengmamino.com 'BronxAAfestchester Energy Services Rye, NY 10580 ATTN:L0CIOQAIA (914)925-6433 RE: NEW GAS SERVICE NEXTEL COMMUNICATIONS CELL SITE: RYE BROOK (WY1g26) VV0#3722.1826 938NONG STREET RYE BROOK, NY10S73 Dear Mr. Gaia: Tectonic P.0 is acting on behalf of Nextel Communications and providing design services for o generator installation as backup for their new equipment building otthe above mentioned site. ,���� ,�.� -_ 0exte|ioinstalling a2S6kVVnatural gas KutoUghtgananaton model N255FQX4. Adfull load, the generator will require 2878 CFH. The natural gas fuel supply pressure is 6-20 inches H2O. There is no existing gas service in the bui/dinA, however there in an existing gas line located nearby onthe property anper the attached drawings. Please provide the Con Edison requirements for this installation. K there is any additional information, or questions regarding this installation, please contact me at (845) 567-6656. TECTONIC ENGINEERING & SURVEYING CONSULTANTG'P,C. Tfm5i�!y Sr. Project Manager pA3722-oD\3722-1826 (Purchase olindbroak)13722-1mm(Purchase �-gas letter-mw3-Oadoc PLANNING wENGINEERING ° CONSTRUCTION AND PROGRAM MANAGEMENT An Equal Opportunity Employer r -'N\ LOAD LETTER UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION V SUBSECTION 2 OF THE N8NYORK STATE EDUCATION LAN, COPIES OF THIS DOCUMENT WITHOUT AFACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN 8LUEUR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. ORIGINAL SIZE IN INCHES PLANNING | TECTON ^ U | ^ONU nEMmC Enomwerimg&Surveying Consultants mC. ee5 Little Britain npau Now Windsor, NY 12553 ,X X N, OWNPIF IN CONJUNC10N WITH: wireless (SITE 2002015980 — UNCOLN AyEN Xcinguiar � w8nsLESe (SITE N—G21\ �ins COMMUNICATI NO INC (SITE NY-09-264) 1 5/22/06 FOR PERMIT CONSTRUCTION DATE LEASING DATE: OWNER DATE:� ,'PURCHASE BLINDBROOK 938 KING STREET ,RYE BROOK, NY 10573 NEXTEL OF NBROADWAY EW YOAk INC. DAA NEXTEL COMMUNICATIONS ONE N{)R[A WHITE PLAINS, NEW yOAK 10601 OF�|[��� /u1»\ 471—��OD ~.^°�, \�.�/ .~. �~_. FAX' /914\ 421--7757 CONSTRUCTION DATE LEASING DATE: OWNER DATE:� ,'PURCHASE BLINDBROOK 938 KING STREET ,RYE BROOK, NY 10573 NEXTEL OF NBROADWAY EW YOAk INC. DAA NEXTEL COMMUNICATIONS ONE N{)R[A WHITE PLAINS, NEW yOAK 10601 OF�|[��� /u1»\ 471—��OD ~.^°�, \�.�/ .~. �~_. FAX' /914\ 421--7757 NfA a 'I m 6,0a"A SCALE: 1/2"= 1'-0" SLOPE FIN GR� TO PAD (1: 12 191-s"C Ill -RI, li- l').-a" '11)'--7" F/SHELTER r --�SECTION (DOOR PAD) 7 F-1 / SCALE: 1/2" = 1'-0" ltl� SCALE: 3/16" = 1'-0" ISol WA10 mil a m SCALE: 1/2" = 1'-0" 1/2" JOINT FILLER 7 #5 EW ME (IN M . _4 ^. ./_1 . --\ FOOTING 'B' r8---,\SECTION F-1 / SCALE: 1/2" = 1'-0" HED GRADE = 251'-0") FINISHED GRADE — It 1X10X(0'-10") T/GRADE & FOOTING (ELEV = 251'-8"') (SEE 4/F-1) EL = 251'-0" ---------- 4 4 —#5 OR #7 (TYP) ---------- ----- ---- U/G TRENCH (SEE DETAIL 12/C-4) 4< �4 #3 TIES 0 6" 4 W V) MIN, 10 MAX Z V) -H 0 _j v. 3 41 0- EXIST PIER BASE t-- 'A" 4 4 (0 4 4 a 4 4 #5 EW—"-- 5'-6" x 5'-6#' I FOOTING 'A' SECTION SCALE: 1/2" = 1'_0" 8#-0" i__1 f—fi. � Pier SECTION F-1 / SCALE: 1/2" = V-0- 11-� -1 _-­1 _- 6 DOOR PLAN F-1 / SCALE: 1/8" = V-0" 1`tt� '4 TO 10" MAX � Pier PIER # PIER LENGTH TOTAL FTG DEPTH 1 2'-2 1/2" 44 1 /2" 2 20-31p 45" 3 2'-10" 52" 4 31-111, 65" 5 4!-11" 77" 6 2t-5 1/ 2" 47 1 7 2'-8" 50" 8 3'-4 1/2" 58 1/2" 9 41_010 66" 10 4$-5$' 71" 11 2'-11" 53" 12 3P—O" 54" 13 3'-9 1/2" 63 1/2 14 4'-1 1/2" 67 1/2" 15 40-7-t 73" aff.-V Ot Pier r 7--NSECTION 3 F-1 / SCALE: 1/2" = V_0" '1111� 5'-0"X5'-0" CONC DOOR PAD (SEE SECTION 7/F-1) PLANNING ENGIN ERING SURVEYING TL C T 0 N / C CONSTRUCTION I MANAGEMENT I TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone- (845) 567-6656 Fox: (845) 567-8703 www.tectonicengineering.com APPLICANT: am NF'ffi,,X 0 6" MIN TO 10" MAX IN CONJUNCTION WITH-. I Ar IS - verim wireless (SITE 2002015980 - LINCOLN AVENUE) Pier Xcingular WIRELESS # 7 (SITE N-1321) FOUNDATION DESIGN BASED ON 1800 PSI SOIL. CONTRACTOR TO VERIFY FINAL DESIGN DETAILS PRIOR TO ANY FRAMING, I - W10MMIPOINT MR COMMUNICATIONS INC (SITE NY-09-264) IROJECT NUMBER DRAWN BY 3722.1826 1 im - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 12/19/06 REVISED FOOTINGS 4 5/14/08 AS -BUILT �I APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG_ DATE:- NY- 1826 'TjURCHASE BLINDBROO 938 KING STREET ,YE BROOK, NY 10571 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 millFOUNDATION PLAN & DETAILS UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE ScF NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 0712 0 1 2 3 ORIGINAL SIZE IN INCHES F-1 > als xo. 13- SURF. BLEV. PROJECT Rye Brabk , Cell Tower LOCATION Wa Brook, New: York CE 04-010 CLIENT EBI Consultinst, Inc. DATE STARTED 04/09/2€104 COMPLETED 04/09/2004 a DEPTH as �� SLOWS ON SAMPLE to � Vat)0 t3 Brit "12-18 18 24 N � J DESCRIPTION & CLASSIFICATION WATER TABLE & REMARKS l L? 3-1 4 5 f: 5 12 Topsoil' € 0:5 Drillers noted 3, Brown, SILT I and tki trace fill 5-2 4 5 5 8 10 graved., trace roots (moist,_firm) grades to little 0ravel 4. {lticsse) S-3 4 6 7 7 13 (firm)' BrownSILT andSAND, little S-4)" Possible FILL s-, 14 xs ,rz Gravel k*27 (moist, firm) S-5 28 l9 1332 `• "A: S-5) angularto. areyiioh brown SAND and GRAVEL, a trace to little .Silt subrcunded gravel ti►`:d► (moist, compact), i 15, r 20 2�4 29 - + saample wars not recovered. rt�"w ,j •;�► 16.5 18.8 Drillers noted granite boulders difficult Co auger at 1#.S: feet. Ref,: split spoon sample refusal Drillers notes Saprolit:e' Bedrock at about 16.5 feet. Run 1: 19 5-24.6 Recovery= 0% R.QD= OAS' After coring daril lers atrtemp;t t o drive spoon down r Free standing water was not encountered upon the test baring .comple�ti cxl.. However, after, coring water aft' 3.2 - gees, S-6 17 21 18 19 39 S-7 R-1 49 Sample was oat: recovered. S.g - Ref Boring terminated at 24.7 feet. 32 11cs2 Bit Or BLOWS TO DRIVE 2 a SPOON 12 ' 1 WI TH T'a ` 140 lb "T. FALLING 30 " PER BLOW OGLED BY Paarvix Akbari SHBRT 1 OF 1 BORING LOCATIN PLAN SCALE: 1" = 1'-0" KEY TO SYMBOLS Symbol bescription Strata.. symbol»- 1JTopsoil. .rr.a .r ma.t `ill Silt & <Sand, with Gravel '•, SAND and GRAVEL • Weathered Soil sam i-e rs !I Standard, penetration test i il. Rock core ff Notes.- 1. The subsurface logs form a part of the geotechnical report and should not be separated from the .report 2* Exploratory Test Borings were performed using a 4 inch fight power auger. i _ 3. The test boring locations were staked in the field by Ernpire Goo/SJB Services. Il ([[jj 4. These lags area subject to the limitations, conclusions, and III recommendations in this report. 5. The subsurface lags should not be used as the sole means of estimating material: quantities, including fill, topsoil and/or organic j subsoils, for bidding purposes. Discussions presented in this report regarding the subsurface conditions may aid in estimating quantities.. The contractor is ultimately responsible for Performing any additional site observations/ explorations to aid in bidding. NOTE: THESE DOCUMENTS ARE AVAILABLE UPON REQUEST, 2 SOIL BORING LOG F- SCALE: N.T.S BUILDING FOUNDATION NOTES 1. FOUNDATION SURFACE SHALL BE LEVEL TO WITHIN 1/8"± PER 10 LINEAL FEET IN ANY DIRECTION. 2. FOUNDATION SHALL BE SQUARE TO WITHIN 1/4"t. 3. TIE DOWN PLATES, IF USED, MUST BE ENTIRELY ABOVE GRADE. BORING LOG LEGEND APPROXIMATE BORING LOCATION B-101 TABLE t SUBSURFACE LOG KEY Pr9tect M ote Carl jsvmr' Date Started 4IBIf34 ProjeCt # CE-Wf 010 Date Finished 4ssM4, Louttionft Brook, NY Surf EIV::-: Driller GW DeP -�'� ISylt upoao 5aaiate S>�v A4War Tr l$af*e Rbckr.�ve 1. SOIL BORING LOCATION BASED ON A PLAN PROVIDED BY SJB SERVICES, INC. 4/09/04. 2, STRUCTUAL FILL SHOULD CONSIST OF A CRUSHED STONE OR SAND AND GRAVEL PRODUCT FREE OF CLAY, ORGANICS, AND FRIABLE OR DELETERIOUS PARTICLES. AS A MINIMUM, THE CRUSHED STONE, SAND AND GRAVEL SHOULD MEET THE REQUIRENMENT OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, ITEM 304.11M, 304.12M, OR 304.14M WITH THE FOLLOWING GRADATION REQUIREMENTS. SIEVE SIZE PERCENT FINER BY WEIGHT 3 INCH 100 2 INCH 90-100 1 /4 INCH 30-65 NO.40 S-40 NO.200 0-10 3. ANY MATERIAL THAT COMPLIES WITH NEW YORK STATE DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, ITEM 304.11M, 304.12M AND 304.14M ARE ACCEPTABLE SUBBASE MATERIAL. 4. ANY MATERIAL THAT COMPLIES WITH NEW YORK STATE DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS, ITEM 304.11M, 304.12M AND 304.14M, WITH THE EXCEPTION THAT MORE THAN 7% BY WEIGHT SHOULD PASS THE NO. 200 SIEVE, ARE ACCEPTABLE SELECT STRUCTUAL FILL MATERIAL. 5. THE PIPE BEDDING MATERIAL SHOULD BE COMPRISED OF A GRADED MIXTURE OF GRAVEL, CRUSHED STONE OR SLAG, MEETING THE SIZE DESIGNATION REQUIRENMENTS FOR NO. 1 OR NO. 1A COARSE AGGREGATE AS STIPULATED IN TABLE 703-04 OF THE NEW YORK STATE DEPARTMENT FO TRANSPORTATION (NYSDOT) STANDARD SPECIFICATION FOR CONSTRUCTION AND MATERIALS. 6. SUITABLE SOIL MATERIAL, CLASSIFIED AS GW, GP, GM, SW, SP AND SM SOILS USING THE UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487) AND HAVING NO MORE THAN 90 PERCENT BY WEIGHT MATERIAL PASSING NO. 4 SIEVE, NO MORE THAN 40 PERCENT BY WEIGHT MATERIAL PASSING NO. 200 SIEVE AND WHICH IS GENERALLY FREE OF PARTICLES GREATER THAN 6 INCHES, WILL BE ACCEPTABLE AS SUITABLE GRANULAR FILL. IT SHOULD ALSO BE FREE OF TOPSOIL, ASPHALT, CONCRETE RUBBLE, WOOD, DERBIES, CLAY AND OTHER DELETERIOUS MATERIALS. BENEATH THE SLAB -ON -GRADE AND PAVEMENT CONSTRUCTION. 7, ALL CONTROLLED FILL PLACED BENEATH FOUNDATIONS AND SLAB -ON -GRADE CONSTRUCTION AND BENEATH UTILITIES AND PAVEMENTS SHOULD BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS MEASURED BY THE MODIFIED PROCTOR TEST (ASTM D1557) THE FILL PLACED IN NON -LOADED AREAS SUCH AS GRASS AREAS, CAN BE COMPACTED TO A MINIMUM OF 90 PERCENT OF THE MAXIMUM DRY DENSITY (ASTM D1557) PLACEMENT OF FILL SHOULD NOT EXCEED A MAXIMUM LOOSE LIFT OF 6 TO.9 INCHES WITH THE EXCEPTION OF SUBBASE COURSES BENEATH THE SLAB -ON -GRADE AND PAVEMENT CONSTRUCTION, WHICH CAN BE PLACED IN SINGLE LIFT NOT EXCEEDING 12 INCHES. THE LOOSE LIFT THICKNESS SHOULD BE REDUCED IN CONJUC11ON WITH THE COMPACTION EQUIPMENT USED SO THAT THE REQUIRED DENSITY IS ATTAINED. 8. BEDDING MATERIAL SHOULD BE AT LEAST 6 INCHES IN THICKNESS. IF THE SUBGRADE SURFACE IS WET AND/OR SOFT, A GEOTEXTILE FABRIC (I.E. MIRAFI 50OX OR EQUIVALENT) MAY BE PLACED BENEATH THE BEDDING MATERIAL TO ESTABLISH A MORE STABLE BASE FOR INSTALLATION OF WATER MAIN LINE. 9. FILL SHOULD HAVE A MOISTURE CONTENT WITHIN 2 PERCENT OF OPTIMUM MOISTURE CONTENT PRIOR TO COMPACTION. SUBGRADES SHOULD BE PROPERLY DRAINED AND PROTECTED FROM MOISTURE AND FROST. PLACEMENT OF FILL ON FROZEN SUBGRADES IS NOT ACCEPTABLE. IT IS RECOMMENDED THAT FILL PLACEMENT AND COMPACTION BE MONITORED AND TESTED BY A REPRESENTATIVE OF EMPIRE GEO SERVICES, INC. Si Conbgtt'. fNNtitig ' Ono TOiti110 Hole # Sheet Blom an t�fn� 5rilt of Rack C.#asslfic�ation Was My? ai 1W at 6sSipk��tfrxi.. oiler sntt�c�i flan fit. s.sw�•o? 9a. i+rtty l grow","O Ay. atlt . li�t��4t�si(tuet-�iedlutstj i8y tip very Ad,d. I sale z Urde zl vet ai sot typo Itmtde tat bWts *r en rg!Umaia 1p+sedsa . am310Iha+ a<sns9,hWgoa , an it,a tsinais aI ptestitSljr Fft Wdx �;ix` E�+tC., 3tII"•#t iastrincd 5at+d`- Goatse �4-#tD lGt�ita� f+Aml+atn�10-d4tl. t140-,#24{} sit-asn arm �1�� �� F?taai;e CCa4ueotua} a # pkeb Gra'eMci'; Table 3 Itb wiii :g umis'we used in ` a32artvtatiBeUlf}+r.8. notistlmata is #tired anvn famof It�si a�p1e Tatrm % at Toht,75a 744 'Sand' S *"me 2Q X 't+lid' 1fh2C Lassa ow, is }1,Ylim �9 g Orraiy i;ap31511h t1: atenUta�I 8pitt K1iCiiIR. tits � p8CC8iklBf �13 oramVIoltocam r4fMM erW,&*tott�sS relat+lel,+smae� earnpt'errltatne�:.. _E f ?1tf@ 4 11ta�ut;�var �e�snx mtuialenryrt>:d�c> b+a�rna:a�#►aae r Via: t�(�iWIiC aiR1i0 QQEarsfir� 80II4 Term Bfaws pot ftoLN Term alw*sDwrrnel; tl 01 vaiyr> oft C3 t ktn 1 f-3 Softi5 c al-sa a VltycanrF d .51 sUtf 1e-25 Hawd *26 { =90 aade'" In a,e WPs *A oar, alwlricaa* ircfituanurf a bkjm par fast ttr uW*d dwkM 1ne Pomisekii stem) 121IN6 it nticnn+� . swains of sat(s}. 9afirieno�lErnotu UrsaK"ihkk: Snsva. Snit d+mwa tirb�t 8" thkk; :P*ft-So depos#ulls aran its',. La"1110"d- xr%MAS.. txsrlmato and �srgiedskama er>d parlhNZs of�U(sj: Table s iieckCe14U1fl;40onTIMM fAsttttlttp a00ClDMf14*1*0TUt$M M4snfi$ Hotdit xa Soft Srr }rs1tS1a9+ a, bwo m liwo 5+ 3 toy pelf tadte "We swocbw vrrty tt ifly sdtlt pe�te Ve< Bard Can br aouatsned tr€ I nkrRfe Wepteivhv Very wasihorw Jt[1„O4frcimM144tale We*lfteeed. $O.Wd of dLti tigc ttr itatrf3kbligAp. case,ecaireryr. deg, . �c. t3eadt+y` terrnr+aled I�l•ry vleuaai ttUn l9vdda� t� �7 kzw«kpkr` sodded' {•r-12'I PA WA Ls?�s it** Iieddei. hSeaalua �'s39'} ptacEuMg - nsltirsi LS 60tse #a tfre tpi tt atssidell at ari andla to to rock loss's UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A ' VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE A4• fRTO NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 124 0 1 2 3S ORIGINAL. SIZE IN INCHES PLANNING • ENGINEERING TECTONIC 1, * SURVEYING • CONSTRUC77ON MANAGEMENT TE"ONIC Engineering & Surveying Consultonts P.C. 955 Little Britain Rood New Windsor, NY 12553 Phone; (845) 567-6656 Fox: (845) 567-8703 APPUCANT: N., � IN CONJUNCTION WITH: - Verg-o wireless (SITE 2002015980 - LINCOLN AVENUE) Xcingular (SITE N-G21) COMMUNICATIONS INC (SITE NY-09-264) PROJECT NUMBER DRAWN BY 3722.1826 11 JM nATF ISSUF - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 5/14/08 AS -BUILT l iiir• �� ����� APPROVALS CONSTRUCTION DATE. LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • 26 PURCHASE ! =tl B DB ROO • KING STREET RYE ► BROOK, 10571 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 �-2 GROUNDING PLAN G-1 SCALE: 1" = 10' FASTEN AS F/SHELTER WALL READ (TYP) INSULATOR NEWTON _ INSTRUMENT CO., CAT �- # 3061-4 ' i1 t COPPER BUS BW4 EW WALL MTG BRACKET NEWTON A-6065 NOTE: INSULATORS TO BE INSTALLED ON MASTER GROUND BAR ONLY. SECTION !:/ SCALE: 3" = 1'-0" NEW CONDENSOR FIN GRADE #2 AWG SOLID TUNNED GROUND WIRE TO FRAME t OF HVAC UNIT BELOW (PER MFG SPEC) FROST LINE e� GROUND RING (2)SECTION G-1 SCALE: 1" = V-0" 'ROUND ROD NSPECTION WELL 'EE DETAIL 7/G-1 iPPER vr<vvwvu wimr- rvm urcvviv0 RING INSTALLED BELOW FROST LINE WASHERS (TYP) SEE TABLE INSTALL NO-OX PRIOR TO BOLTING -\ 3/4" GROUND LUG SIMILAR TO BE BURNDY OR EQUAL SIZE PER TABLE GROUND CONDUCTOR TABLE WIRE SIZE LUG # BOLT SIZE #2 YA2C-2TC14E2 1 /4" - 20NCx3/4" #6 YA6C-2TC14E2 1/4" - 20NCx3/4" LUG GROUND CONNECTION SCALE: NTS r WIN Soil Resistivity Field; Log Project Number: CE-04-010 Efate of Testing: A cii 08, 204 Site Description. Soil Characteristics: Fairly Level ground, grass covered Fill materials, underlain by sand and gr4vel Which in turn Is underlain by 0edrock Weathar. Mostly sunny, clovdy in late afternoon. Test Com leted by: P. Akbari Ap ioximte ht h temperature =50'de . F Testin Method: Wenner Four Point Test Instrument; Nilsson Model 400 ISerial Number: Q-fs9Ei2 SITE SKETCH #2 #13-------------- ------- r' #1 TESTING RESULTS N ------------ 9 Boring Location - _ Resistivity Lille , Drawing Not to Scale Resistivity lane # 1 1 Resistivity Line #3 Probe Spa(Jn (ft) Meter Reading. (Ohms) Calculated Soil Resistivity (Ohms-T Probe Spacln (ft) Meter Reading (Ohms) Calculated' Soil Resistive >(Ohms-m 2 50 1$1.5 2 50 191.5 5 15.6 143.6 5 15 _, 143.6 10 5.0 96.8 10 7 13A:1 15 19 112.O 15 5 143.6 . 20 3.2 122.E 20 3.5 134.1 30 3.0 172.4 30 2.6 149.4. Resistivity Line #4 Line #2 -Resistivity Probe Spacing (ft) Meter Reading (Ohms) Calculated; Soil Resistivity Ohms-m) Probe Spacing ft Meter Reading 2tms Calculated Soil Resistivity, Ohms-m 2 50 191.5 2 70 268:1 5 16.0 153.2 5 20 191.5 10 0.0 163.2 10 7.5 143.6 15 5.5 158,0 15 5. 143.6 20 4.6 176.2 1 20 4.0: 163.2 30 3.0 172.4 1 1 40 2.5 187.7 VEL ,-- THREADED PVC PIPE CAP 0 6" DIA SCH 40 1 PVC PIPE I I AWG. SOLID BARE TINNED 0 GROUND TEST LOOP N2NED m_ COPPER WIRE (SEE NOTE #14 SHEET G-5) CADWELD CONNECTION PARALLEL MOLD TYP GROUND (TYP) CONDUCTOR GROUND ROD CADWELD SEE 8/G-1 7 GROUND INSPECTION WELL SCALE: 1" = V-0" V36ge,of Rye Brack Cell Site 2 SOIL RESISTIVITY LOG G-1 SCALE: NONE a• •- • r-• r •�I- ra ► �r � --a- r s • �a • v • )ND WIRE ) TINNED CADWELD 5/8" DIA x 10'-0" LONG (MIN) COPPER CLAD GROUND ROD -- NOTES: -- 1. CADWELD TO GROUND RING AFTER GROUND ROD HAS BEEN DRIVEN INTO PLACE. 5 GROUND ROD G-1 SCALE: 1" = 1'-0" w 0 C9 Q Q Q Q ¢ X Q O 0 © 0 O V O O ROUNDING NOTES 1• CONTRACTOR SHALL INSTALL ALL GROUNDING IN ACCORDANCE WITH NEXTEL'S SITE GROUNDING SPECIFICATIONS, LATEST EDITION. 2. INTERIOR GROUNDING SHOWN ELSEWHERE. 3. ALL UNDERGROUND GROUNDING CONDUCTORS SHALL BE #2 AWG TINNED SOLID COPPER WIRES, BURIED BELOW FROSTLINE AND MUST BE EXOTHERMICALLY WELDED 4. GROUNDING RODS SHALL BE STAINLESS STEEL OR COPPER -CLAD STEEL, 5/8" DIA x 10'-0" LONG MINIMUM WITH TOP OF THE ROD BURIED BELOW FROSTLINE. GROUND RODS SHALL BE EXOTHERMICALLY WELDED TO UNDERGROUND GROUNDING LOOP. 5. AVOID DISRUPTION OF EXISTING GROUNDING SYSTEM. REPAIR ANY DAMAGE TO THE SATISFACTION OF OWNER. 6. ALL ABOVE GROUND CONNECTIONS SHALL BE CADWELD, BOLT CLAMP, OR SPLIT BOLT CONNECTORS. CRIMP CONNECTORS SHALL NOT BE USED ON SOLID CONDUCTORS. CLAMPS MUST BE USED FOR FENCE AND HANDRAIL CONNECTION. 7. ALL GROUNDING CONNECTIONS TO THE GROUND BAR OR GROUND PLATE, INTAKE AND EXHAUST LOUVERS, A/C UNIT AND CABLE TRENCH SHALL BE MADE WITH TWO -HOLE, LONG -BARREL TYPE COMPRESSION LUGS, (BURNDY OR EQUAL). ALL LUGS ATTACHED TO BUSSES USING BOLTS, NUTS, AND LOCK WASHERS. 8. ALL WIRE CONNECTORS SHALL BE THREE -CRIMP C TAP COMPRESSION, THOMAS & BETTS #54740, ORANGE, OR EQUIVILENT. 9. ALL CONNECTORS SHALL BE CRIMPED USING HYDRAULIC CRIMPING TOOLS, T&B #TBM 8 OR EQUIVALENT. 10. ALL CONNECTIONS SHALL BE MADE TO BARE METAL. ALL PAINTED SURFACES SHALL BE FILED TO ENSURE PROPER CONTACT. NO WASHERS ARE ALLOWED BETWEEN ITEMS BEING GROUNDED ALL CONNECTIONS ARE TO HAVE A ANTI -OXIDIZING AGENT APPLIED PRIOR TO INSTALLATION. 11. FOR CONNECTION TO ALUMINUM FASCIA AND ALUMINUM GRAVEL GUARD, ALUMINUM CONDUCTORS SHALL BE USED WITH APPROVED BIMETALLIC CONNECTORS BETWEEN ALUMINUM GRAVEL AND COPPER. ALL ALUMINUM CONDUCTORS SHALL BE TWO SIZES GREATER THAN THE SPECIFIED COPPER SIZES. 12. WHERE ANY GROUNDING CONDUCTOR PASSES THROUGH METAL CONDUIT, BOTH ENDS OF CONDUIT SHALL BE GROUNDED. 13. ALL BENDS SHALL BE AS SHALLOW AS POSSIBLE, WITH NO TURNS SHORTER THAN AN 8-INCH NOMINAL RADIUS. 14. GROUND RING RESISTANCE SHALL NOT EXCEED 5.0 OHMS. THE TEST WILL CONSIST OF THE THREE-POINT, FALL -OF -POTENTIAL MEGGER TEST METHOD, USING THE BIDDLE NULL -BALANCE EARTH TESTER (MEGGER #250220-2 OR EQUIVALENT). AT NO TIME IS THE AEMC CLAMP -ON GROUND RESISTANCE TESTER TO BE USED. MEASURE ONLY THE LOOP AND NOT THE SYSTEM. 15. GROUND CONNECTORS TO ANTENNA MAST SHALL BE MADE WITH HEAVY DUTY GROUND CLAMPS SIMILAR TO THOMAS & BETTS OR APPROVED EQUAL. 16. ANTENNA CABLE INSTALLER TO PROVIDE GROUND BUS BAR AT BOTTOM OF FLAGPOLE FOR ANTENNA CABLE GROUNDING. DOWNWARD LEADS FROM GROUNDING KITS MUST BE USED. 17. GPS ANTENNA MOUNTS GROUNDED TO EGB WITH ONE #6 WIRE EACH. GPS CABLES SHALL HAVE ONE GROUND KIT INSTALLED AT THE WAVEGUIDE PORT AND ATTACH CONDUCTORS TO THE EXTERIOR GROUND BAR. 18. WAVEGUIDE PORT AND BRIDGE ARE TO BE GROUNDED TO THE EGB WITH #6 SOLID WIRE. CONNECTIONS ARE DOUBLE LUG -BOLTED, SCREWED MECHANICAL CONNECTIONS WITH STARWASHERS AND NO-OX GREASE. 19. CONTRACTOR SHALL LOCATE AND PRESERVE INTACT THE EXISTING GROUND RING. 20. THE CONTRACTOR IS TO CONTACT THE DISTRIBUTOR, LYNCOLE. A MINIMUM OF FIVE DAYS PRIOR TO EXPECTED INSTALLATION DATE TO ARRANGE FOR SHIPPING AND RECEIVING OF AT GROUNDING SYSTEM. THE SITE NAME, NUMBER AND PROJECT MANAGER MUST BE PROVIDED LYNCOLE CONTACT IS ZAHD MITHA, (800) 962-2610 ZMITHA@LYNCOLE.COM FINISHED •,D] LEGEND71 -- -"- - -- - GROUND CONDUCTOR I -- _ --j-- -- -- - CADWELD - - -- -�!3- - -- - GROUND ROD GROUND ROD INSPECTION WELL C} _ _ - - -. _ _ GROUND LUG -UL NAME PLATE -PROTECTIVE COVER BOX -- BREATHER HOLE CADWELD CONNECTION 4/0 COPPER CABLE TO GROUND RING LYNCONITE BACKFILL ' -- WEEP HOLES LYNCOLE XIT ROD # K2-4-40CS NOTES: 1. BARE #2 TINNED SOLID COPPER CONDUCTOR BURIED 30 IN. BELOW GRADE OR 6 IN. BELOW FROST LINE WITH LYNCONITE 11. 2. ALL BENDS IN GROUND CONDUCTORS TO BE MADE WITH 12 IN. RADIUS OR LARGER. 3. K2-4-40CS GROUND ROD TO BE INSTALLED IN A 12 IN. DIAMETER HOLE. 4. ADDITIONAL 8 BAGS OF LYNCONITE 11 PER ROD ARE REQUIRED. '9 XIT GROUND ROD G-1 SCALE: NTS II■ �111 II PLANNING ' ENGINEERING SURVEYING • CONSTRUC77ON MANAGEMENT TECrON10 Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone. (845) 567-6656 Fax: (845) 567-8703 www.tectonicengineering.com APPLICANT: NI F � � - � 7i w-2-1 IN CONJUNC11ON WITH: - 1 %emcp wireless (SITE 2002015980 - LINCOLN AVENUE) - Xcingular WIRELESS (SITE N-1321) - r , ' T MR COMMUNICATIONS INC (SITE NY-09-264) 11ROJECT NUMBER DRAWN 3722.1826 1 1 RMB - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 5/14/08 AS -BUILT APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • li • • • STREET KING BROOK,It NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 OVERALL EXTERIOR 0 0 0 0 0 O O O O GROUNDING PLAN, 00 02- 0 O 0 O O 0 00 ASmBUILT 0 0 O O O O O O DETAILS lac NOTES " UNAUTHORIZED ALTERATION OR ADDITIONS TO A 7/16'J 2 DOCUMENT BEARING THE SEAL OF A LICENSED DIA (TYP) COPPER BUS BAR, PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A SHEET NUMBER NEWTON ORDERING VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NOTE: #2100360010 NEW YORK STATE EDUCATION LAW.' NO CADWELD TO BAR 1 /4"x4"x36" COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE � 4 OF THE SIGNATURE AND AN ORIGINAL EMBOSSED I 8 ANTENNA GROUND BAR DETAIL SEAL ORIGINAL STAMP IN BLUE OR RED INK r THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 00 1 A G-1 SCALE: 3" = 1'-0" 0 1 2 3 �OFESR ORIGINAL SIZE IN INCHES W 0 0 o CL 0 coo 0 (n O O O O O O O O O 00 OO O O O O O 00 o O O O O O O O 2" 7/16" DIA (TYP) COPPER BUS BAR, NEWTON 1/4"x4"x2O" NOTE: NO CADWELD TO BUS BAR 2 GROUND BAR DETAIL G-2 SCALE: 3" = 1'-0" FASTEN AS REQD (TYP,' SCALE: 3/8" = 1'-0" rm INSULATOR NEWTON 3061-4 COPPER BUS BAR NEWTON B-6142 aim I t--- WALL MTG BRACKET r�NEWTON A-6056 r SECTION 0-2 SCALE: 3" = 1'-0" OF& 1 2 SITE ENTRY 3 4 HIGH TEMP 5 6 LOW TEMP 7 8 SMOKE DETECTOR tiJ 10 SURGE ARRESTOR ALARM JUNCTION BOX NOTES: 1. ALL CONTROL WIRING IS 24 AWG. QUAD SOLID 2. ALL RELAYS ARE NORMALLY CLOSED. 4 ALARM DIAGRAM G-2 ISCALE: NTS GRN1 WHT1 BLU1 RED1 O In cm gpm - = j GRN2 WHT2 BLU2 RED2 O O GRN3 WHT3 BLU3 REDS �5f �4 (POLYPHASER MOUNTING RACK) TO GROUND BAR ELONGATED SLOTS ALLOW MOVEMENT OVERSIZED WASHER WITHIN TWO AXIS W/NUT (TYP) O • H � �1:3- O (BOTTOM VIEW OF POLYPHASER MOUNTING PLATE) NOTES: 1. LABEL POLYPHASER CONNECTIONS AS PER CARRIER SPECIFICATIONS. 2. POLYPHASER WILL NEED TO BE MODIFIED FOR FLOOR ENTRY PORTS PER CARRIER SPECIFICATIONS. 5 DETAIL G-2 SCALE: 1 1/2" = 1'-0" GROUND WERE (TYP) EXTERIOR RING 2 PLACES) GROUNDING NOTES 1. THE ENTIRE ELECTRICAL INSTALLATION SHALL BE GROUNDED AS REQUIRED BY ALL APPLICABLE CODES. 2• THE GROUNDING SYSTEM SHALL MEET THE REQUIREMENTS OF R56 "QUALITY STANDARDS—FNE INSTALLATIONS, VOLUME 1", AS PUBLISHED BY MOTOROLA COMMUNICATIONS WITH THE APPROPRIATE MODIFICATIONS AS OUTLINED IN NEXTEL'S ENGINEERING STANDARDS. 3. ALL WIRE CONNECTORS SHALL BE THREE —CRIMP C. TAP COMPRESSION, T&B 54740, ORANGE. 4. ALL BUS CONNECTORS SHALL BE TWO —HOLE, LONG —BARREL TYPE COMPRESSION LUGS, T&B OR EQUAL. ALL LUGS SHALL BE ATTACHED TO BUSSES USING BOLTS, NUTS, AND LOCK WASHERS. NO WASHERS ARE ALLOWED BETWEEN THE ITEMS BEING GROUNDED. 5. ALL CONNECTORS SHALL BE CRIMPED USING HYDRAULIC CRIMPING TOOLS, T&B #IBM 8 OR EQUIVALENT. 6. ALL CONNECTIONS SHALL BE MADE TO BARE METAL. ALL PAINTED SURFACES SHALL BE FILED TO ENSURE PROPER CONTACT. NO WASHERS ARE ALLOWED BETWEEN THE ITEMS BEING GROUNDED. ALL CONNECTIONS ARE TO HAVE A NON —OXIDIZING AGENT APPLIED PRIOR TO INSTALLATION. 7. ALL COPPER BUSSES SHALL BE CLEANED, POLISHED, AND A NON —OXIDIZING AGENT APPLIED. NO FINGERPRINTS OR DISCOLORED COPPER WILL BE PERMITTED. 8. ALL BENDS SHALL BE AS SHALLOW AS POSSIBLE, WITH NO TURN SHORTER THAN AN 8—INCH NOMINAL RADIUS. 9. ALL GROUNDING CONDUCTORS SHALL RUN THROUGH PVC SLEEVES WHEREVER CONDUCTORS RUN THROUGH WALLS, FLOORS, OR CEILINGS. IF CONDUCTORS MUST RUN THROUGH EMT, BOTH ENDS OF CONDUIT SHALL BE GROUNDED. SEAL BOTH ENDS OF CONDUIT WITH SILICONE CAULK. 10. GROUNDING SYSTEM RESISTANCE SHALL NOT EXCEED 5 OHMS. IF THE RESISTANCE VALUE IS EXCEEDED, NOTIFY NEXTEL FOR FURTHER INSTRUCTION ON METHODS FOR REDUCING THE RESISTANCE VALUE. 11. INTERNAL GROUND RING SHALL BE #2 AWG, GREEN —INSULATED, STRANDED COPPER WIRE, CLOSED LOOP, FOUR INCHES ABOVE THE CABLE TRAY AROUND THE PERIMETER OF THE ROOM. 12. SUPPORTS SHALL BE T&B #TC5376 OR PANDUIT #PP2S—S10—X STANDOFFS. THE STANDOFFS SHALL BE MOUNTED ON 16—INCH CENTERS, BOTH HORIZONTALLY AND VERTICALLY, AND AT THE SAME ELEVATION AROUND THE ROOM. THE #2 GREEN WIRE SHALL BE ATTACHED TO THE STANDOFFS WITH NATURAL NYLON CABLE TIES. 13• THE POLYPHASER GROUND BAR (PGB) WILL BE THE TERMINATION POINT FOR ALL COAXIAL CABLES COMING INTO THE INTERIOR OF THE SITE. ONE #6 CONDUCTOR WILL BE TERMINATED FROM EACH POLYPHASER GROUND BAR TO THE MASTER GROUND BUS AT AN APPROPRIATE LOCATION. 14. THE TELCO ENTRANCE SURGE SUPPRESSOR LOCATED ON THE TELCO BOARD SHALL HAVE A SEPARATE CONDUCTOR (#6) RUN TO THE MGB. 15. ALL ANTENNA MOUNTS SHALL BE GROUNDED WITH A #2 GROUND WIRE CONNECTED TO THE NEAREST GROUND BUS. ALL CONNECTIONS ARE TO BE CAD —WELDED IF POSSIBLE. ALL GROUND BUS BARS SHALL BE INDEPENDENTLY TIED TO THE EXISTING GROUNDING SYSTEM, 16. UPON COMPLETION OF WORK, CONDUCT CONTINUITY, SHORT CIRCUIT, AND FALL OF POTENTIAL GROUNDING TESTS FOR APPROVAL. SUBMIT TEST REPORTS TO NEXTEL. 17. GROUNDING CLAMPS SHALL BE BURNDY GAR—TC OR EQUAL. PREPARE SURFACE PER BURNDY SPECIFICATIONS. ILEGEND GROUND CONDUCTOR CADWELD GROUND LUG THIS SHEET SERVES AS A GUIDE TO CONTRACTOR, ANTERIOR GROUND HALO INCLUDED WITH BUILDING. FINAL LAYOUT DWGS WILL BE PROVIDED TO CONTRACTOR TO ASSIST IN MAKING ALL FINAL TIE-IN CONNECTIONS. o o 0 Ir 0 a W 0� C W a a W cr D W W -j m W 0 o N W m X m Z O O O O O O O O O 00 Ow O O O O O O 00 O O O O O 0 O O 2» 7/16" DIA (TYP) COPPER NEWTON BUS BAR, 1 /4"x4"x20" TO EXTERIOR NOTE: GROUND RING NO CADWELD TO BUS BAR r-�613LDG MASTER GROUND BAR DETAIL �,G-2 J SCALE: 3" = V-0" UNAUTHORIZED ALTERATION OR ADDITIONS TO A DOCUMENT BEARING THE SEAL OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR IS A OF W VIOLATION OF SECTION 7209 SUBSECTION 2 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS DOCUMENT WITHOUT A FACSIMILE OF THE SIGNATURE AND AN ORIGINAL EMBOSSED SEAL OR ORIGINAL STAMP IN BLUE OR RED INK OF THE PROFESSIONAL ENGINEER OR LAND SURVEYOR SHALL NOT BE CONSIDERED VALID COPIES. 7124 0 1 2 3 FE S ORIGINAL SIZE IN INCHES EI III, I AI PLANNING • ENGINEERING • SURVEYING • CONSTRUcpm MANAGEMENT TECTONIC Engineering & Surveying Consultants P.C. 955 Little Britain Road New Windsor, NY 12553 Phone: (845) 567-6656 Fax: (845) 567-8703 APPUCANT: m IN CONJUNCTION WITH: - V%t� wireless (SITE 2002015980 - LINCOLN AVENUE) - Xcingular WIRELESS (SITE N-1321) 1P � " COMMUNICATIONS INC (SITE NY-09-264) >ROJECT NUMBER DRAWN 3722.1826 1 1 RMB - 3/10/06 FOR REVIEW 1 5/22/06 FOR PERMIT 2 9/13/06 PER COMMENTS 3 5/14/08 AS -BUILT APPROVALS CONSTRUCTION DATE: LEASING DATE: RF DATE: ZONING DATE: OWNER DATE: NETWORK ENG DATE: • • i PURCHASE Dc'OO • KING STREET R YE BROOK, NY 10573 NEXTEL OF NEW YORK INC. DBA NEXTEL COMMUNICATIONS ONE NORTH BROADWAY WHITE PLAINS, NEW YORK 10601 OFFICE: (914) 421-2600 FAX: (914) 421-2757 ro 1 2