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°oNDITq,gO CITY OF SALEM, MASSACHUSETTS
BOARD OF APPEAL
120 WASHINGTON STREET, 3RD FLOOR
SALEM, MASSACHUSETTS 01970
TELEPHONE: 978-745-9595
FAX: 978-740-9846 t-�
KIMBERLEY DRISCOLL 20110 A00 _U r 2: 59
MAYOR
August 4, 2010 CITY CII Sr I
Decision
Petition of CLEAR WIRELESS, LLC seeking a Variance from the minimum depth
of rear yard requirement and a Special Permit to extend a nonconforming structure
to add a cabinet and lease area to the multi-family apartment building on the
property located at 52-60 DOW STREET in the Residential Multi-Family Zoning
District[R-3].
A public hearing on the above petition was opened on July 21, 2010 pursuant to Mass
General Law Ch. 40A, Sec. 11, the following Zoning Board members being present:
Robin Stein, Rebecca Curran, Annie Harris, Elizabeth Debski, Rick Dionne, Bonnie
Belair(alternate) and Jimmy Tsitsinos (alternate).
Petitioner seeks a Variance under Section 3.3.4: Variance Required, and a Special Permit
under Section 3.3.3: Nonconforming Structures, of the Salem Zoning Ordinance.
The Board of Appeals, after careful consideration of the evidence presented at the public
hearing, and after thorough review of the Petition submitted, makes the following
findings of fact:
1. Attorney Anne Malone represented the petitioner at the hearing. James George,
Site Acquisition Specialist for the petitioner,was also present at the hearing.
2. In a petition date-stamped June 29, 2010, the petitioner requested to add a cabinet
to the existing non-conforming structure located at 52-60 Dow St. The petitioner
plans to lease an area surrounding the cabinet from the property owners.
3. Property owner Stephen Wolfberg submitted a Letter of Authorization permitting
the petitioner to apply for any necessary zoning petitions, permits or any other
approvals which are necessary for the placement of a wireless communications
facility within a portion of the property.
4. At the hearing, no member of the public spoke in favor or in opposition to the
petition.
The Board of Appeal, after careful consideration of the evidence presented at the public
hearing, and after thorough review of the plans and petition submitted, makes the
following findings:
1
I. At the hearing, Building Commissioner Tom St. Pierre determined upon
reconsideration that a Variance is not necessary for the proposed cabinet and
lease area and that a Special Permit to extend the existing nonconforming
structure would suffice. The board granted the petitioner's request to
withdraw without prejudice the request for a Variance, by a vote of 5-0.
2. .The proposed addition of a cabinet and lease area to the existing non-
conforming structure is not substantially more detrimental to the
neighborhood than the current use, since it extends less from the structure than
the structure's existing decks.
3. In permitting such change, the Board of Appeals requires certain appropriate
conditions and safeguards as noted below.
On the basis of the above findings of fact and all evidence presented at the public hearing
including, but not limited to, the Plans, Documents and testimony, the Zoning Board of
Appeals concludes:
1. A Special Permit is granted to extend the existing non-conforming
structure by adding a cabinet and lease area as shown on the submitted'
plans.
hn consideration of the above, the Salem Board of Appeals voted five (5) in favor(Stein,
Curran, Harris, Dionne and Debski), none (0) opposed, to grant the petitioner's request
for a Special Permit, subject to the following terms, conditions, and safeguards:
1. Petitioner shall comply with all city and state statutes, ordinances, codes and
regulations.
2. All construction shall be done as per the plans and dimensions submitted to and
approved by the Building Commissioner.
3. All requirements of the Salem Fire Department relative to smoke and fire safety
shall be strictly adhered to.
4. Petitioner shall obtain a building permit prior to beginning any constriction.
5. A Certificate of Inspection is to be obtained.
6. Petitioner is to obtain approval from any City Board or Commission havingjunsdiction
including,but not limited to, the Planning Board.
• 1��/h �c�vv �I�
Robin Stein, Chair
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Salem Zoning Board of Appeals
A COPY OF THIS DECISION HAS BEEN FILED WITH THE PLANNING BOARD AND THE CITY
CLERK
Appeal from this decision, if any,shall be made pursuant to Section 17 of the Massachusetts General Laws
Chapter 40A, and shall be filed within 20 days of filing of this decision in the office of the City Clerk.
Pursuant to the Massachusetts General Laws Chapter 40A, Section 11, the Variance or Special Permit
granted herein shall not take effect until a copy of the decision bearing the certificate of the City Clerk that
20 days have elapsed and no appeal has been filed, or that, if such appeal has been filed,that it has been
dismissed or denied and is recorded in the South Essex Registry of Deeds and indexed under the name of
the owner of record or is recorded and noted on the owner's Certificate of Title.
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SITE NAME: 52-60 DOW STREET
SITE NUMBER: MA-BOS7546-B
52-60 DOW STREET
. SALEM,MA 01970 '.a•. .: r _
SHEET'INDEX VICINITY.MAP PROJECT INFORMATION
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k r�.* #,g.'. APPLICANT: CLEARWIRE TECHNOLOGIES. INC. .
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A-1 ROOF PLAN &EQUIPMENT PLAN " F s r a� - z , '* r>,. n SALEM, 01970
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D-1 ANTENNA DETAILSF:-
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COUNTY: ESSEX
D-2 EQUIPMENT.DETAILS -.. i' 'k;1tOf �t�`.;i3 �. t�rv,. 0. zoNlKlc JURISDICTION: clTr oF.SALEM -
-+� a ZONING CLASSIFICATION: R-3 (RESIDENTIAL MULTI—FAMILY)
G-1 GROUNDING DETAILS AND NOTES - t 1`'F '` Ft`l ^u., ±� 1`. LyipyyHarO°1 �r°'k�* ;'�, '� '' 'tl ?i� �' 'n. rAx ID PARCEL NUMBER: MAP: 34 LOT: 0211
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, Far,y .'tt'Lr`W.ul y MALDEN. MA 02148EET.
E-1 ELECTRICAL DETAILS AND NOTES I -`*w }k t}T.,a J'' -1- --i r' ,I d's l ° '.�U;ra . . . PHONE: 800-375-7405 j
9ga„14ti k $ a TELEPHONE COMPANY:. VERIZON COMMUNICATIONS�`,rrSalenr r " h-Y '"'T' r *T r r firr a x rtal r :ti,�. -
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APPROVALS
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LANDLORD DATE
/ DRIVING DIRECTIONS STRUCTURAL REVIEW
REENGINEER DATE � "
TAKE I-95 N TOWARD PORTSMOUTH NH.MERGE ONTO MA-128N.MERGE ONTO ANDOVER ST/MI 14 E VIA EXIT@5A TOWARD SALEM/ FOR STRUCTURAL EVALUATION OF THE EXISTING STRUCTURE SUBJECT TO ADOITION/REPLACEMENT
CONSTRUCTION MANAGER DATE MARBLEHEAD.TURN LEFT ONTO PULASKI ST/MAT 14.TURN RIGHT ONTO GARDNER ST/MA-114. TURN RIGHT ONTO MARGIN ST/MA 114, OF ANTENNAS AND COAXIAL CABLE, REFER TO THE CORRESPONDING STRUCTURAL REPORT BY
CONTINUE TO FOLLOW MA-114.TURN LEFT ONTO NORMAN ST/MAdt4,CONTINUE TO FOLLOW Mi 14.TURN RIGHT.ONTO LAFAYETTE ST/ OTHERS FOR ANY STRUC'TUPAL MODIFICATIONS. IF REQUIRED, REFER TO STRUCTURAL
/ MA-114/MA-1A. TURN LEFT ONTO PEABODY ST. TURN RIGHT ONTO CONGRESS ST. TURN RIGHT ONTO HARBOR ST.TURN LEFT ONTO PRINCE MODIFICATION DESIGN, BY OTHERS. "
_ ST.TURN LEFT ONTO DOW ST,SITE IS LOCATED ON THE RIGHT. .. -
SITE ACQUISITION AGENT DATE
20 Blanchard R MA0 Suiten SITE NAME: DOW STREET -. Clea YY •1 eO' "
Burlington, 01803 SITE NUMBER.R: rvI MA-80$7546-B TITLE SHEET
tel.(781)272-6200 52-60 DOW STREET r 1
fax(781)272-6225 - - SALEM, MA 01970 4400 CARILLON POINT o M/25/10 Issu�n MR consmucri KG RA. PLa
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• • - - - AS SHOWN DESIGNED er: Ru IIDIRAw BY: We 3120
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'J DIVISION 01000 GENERAL REQUIREMENTS .. :. CQNCREIE 'a-s ; -
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N C USE ACCfLERI ADMI%TURES IN COLD WEATHER AND ftETARDINC,. MFfplc' flu<TR Ci ON , Yq,
. . �<. ".'ADMIXTURES IN HOT WfglHEft ONLY WHEN APPROVED BY'THE.ENGINEER.-" PART I - GENERAL PAW 1 - GENERAL
PARI I GENERAL 4 'CAST-IN-PUCE CONCRETE , 6 ^:- _ a d. '^
P
0. TOTAL AIR CONTENT SHALL BE 5 PERCENT PLUS OR MIND$ 1.PERCENT 1 01 WORK INCLUDED - LD1. WORK INCLUDED
REFER TO CLEgRWIRE STPNDARD CONSTRUCTION SPECIFICATIONS IN PARC I - GENERAL Y - - _ ,`'X
CASE OF A CONFLICT, CLEAFWIRE STANDARD'CONSTRUCTION _ -
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SPECIFlCAl10N5 (LATEST EDITION) SHALL BE FOLLOWED 1.01' DESCRIPTION - " �: iy PART } - EXECUTION �'' Y THE WORK CONSISTS OF THE FABRICATION AND INSTALLATION OF ALL - A. ANTENNAS AND CCA%IAL-14.1 SHA
I R C ES LL
MATERIALS TO BE FURNISHED. AND WITHOUT LIMITING.THE GENERALITY THEREOF. AS SPECIFIED ON THESE DRAWINGS THE ga
PARI Z GENERAL NOTES WORK INCLUDES CONSTRUCTION OF LAST-N PLACED CONCRETE FOUNDATIONS f._ 3,01 INSPECTION k + INCLUDES ALL EQUIPMENT,LABOR AND SERVICES REQUIRED FOR ALL STRUCTURAL, CONTRACTOR SHALL BE RESPONSIBLE FOR THE
IN
PART
FURNISXING AND INSTALLING READY-MIX CONCRETE, REINFORCING. - (STEEL WORK, INCLUDING ALL ITEMS INCIDENTAL THERETO AS SPECIFIED HEREIN ANO .PROTECTION OF PERSONNEL ANO PROCRTY
1. THE CONTRACTOR SHALL GIVE ALL NOTICESANDCOMPLY WITH ALL FORMWORK, PND ACCESSORY MATERIALS,AS SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL VERIFY ANCHORS, SEATS, PENETRATIONS. PLATES, AS SHOWN ON THE;DRAWINGS. INCLUDING:.- - - STRICT ADILMANCE.TO.OSHA STANDARDS IS
LAWS. ORDINANCES. RULES, REGULATIONS AND LAWFUL.ORDERS Of LAST-IN-PULE CONCRETE INCLUDES ALL SITE CONCRETE„INCLUDING�FOUNOATIONS REINFORCEMENT. AND OTHER ITEMS TO CAST INTO CONCRETE ARE ACCURATELY - MANDATED.ANY PUBLIC AUTHORITY. MUNICIPAL AND UTILITY COMPANY SLABS ON GRADE. EQUIPMENT PADS, AND GUARD POST FOUNDATIONS. PLACED, HELD SECURELY, PND SHALL NOT CAUSE HARDSHIP IN PLACING I STEEL(MEANING INCLUDING BEAMS. ANGLES. CHANNELS AND PLATES
SPECIFICATIONS. AND LOCAL AND STATE JURISDICTIONAL CODES -0OSCRUB. - B. INSTALL ANTENNAS AS.INDICATED ON
T -BEARING ON THE PERFORMANCE OF THE WORK.'NE WORK PERFORMED 1.02 -RELATED WORK 2 WELDING AND BOLTING OF ATTACHMENTS - DRAWINGS AND CLURVnRE SPECIFICATIONS ,
302 PREPARATION
ON THE PROJECT AND THE MATERIALS INSTALLED SHALL BE IN STRICT A COORDINATE UNDER SLAB CONDUITS 1 02 REFERENCE STANDARDS ° C. INSTALL'GALVANIZED STEEL ANTENNA "
ACCORDANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND A. THE CONTRACTOR SHALL PREPARE.PREVIOUSLY PLACED CONCRETE BY - MOUNTS AS INDICATED ON DRAWINGS
ORDINANCES. � - 9. COORDINATE WIN GROUNDING `"i"� CLEANINC'WIN STEEL BRUSH AND APPLYING BONDING AGENT. APPLY-BONDING A. THE WORK SHALLCONFORMi0 THE CODES AND STANDARDS OF THE '
K Y AGENT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. - FOLLOWING AGENCIES AS,FURTHER CITED HEREIN: - . D. INSTALL COAXIAL CABLES.AND ^'
2. WE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH L03' APPLICABLE STANDARDS - _ - � � TERMINATION'S BETWEEN ANTENNA AND '
IN THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE- -3.03 PLACING CONCRETE 1 - .ASTM: AMERICAN SOCIETY FOR TESTING AND MATERIALS, AS PUBLISHED IN - EQUIPMENT PER MANUFACTURERS
- SCOPE OF WORK. THE CONTRACTOR BIDDING THE JOB IS A ACI-301- SPECIFICATIONS.FOR STRUCTURAL CONCRETE BUILDINGS: -. - - 'COMPILATION OF ASTM STANDARDS IN BUILDING CODES RECOMMENDATIONS, WEATHERPROOF ALL
NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS ORERRORSIN - - A. THE ENGINEER SHALL BE NOTIFIED NOT LESS THAN 24 HOURS IN ADVANCE .
THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID - - CONNECTORS BETWEEN THE ANTENNA AND
CONTRACTOR FROM COMPLETING THE PROJECT AND IMPROVEMENTS IN B. ACI 347- GUIDE TO FORMWORK FOR CONCRETE. OF CONCRETE PLACEMENT. UNLESS INSPECTION IS WANED IN EACH CASE. 2. AWS: AMERICAN WELDING SOCIETY INC„ AS PUBLISHED IN 'STANDARD - EQUIPMENT PER MANUFACTURERS REQUIREMENTS.
ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS.
PLACING OF CONCRETE SHALL BE PERFORMED ONLY IN THE PRESENCE OF THE . DLI-2006: STRUCTURAL WELDING COOED TERMINATE ALL COAXIAL CABLE THREE J UN FEET
a - '. ',.
- C. ASTM C33 - CONCRETE AGGREGATES ENGINEER
1N'EXCE55 OF ENTRY POR! LOCATION UNLESS
1 THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF F T r CONCRETE SHALL NOT BE PLACED UNTIL ALL FORM WORN,EMBEDDED PARTS 3' " FOR
AMERICAN INSANTE FOR S TEE CONSTRUCTION, AS PUBLISHED IN - OTHERWISE STATED
0. PSTM C94 - REPDT-MIXED GOING FEES "CODE FOR STANDARD PRACTICE FOR STEEL BUILDINGS PNB-BRIDGES";
NOTIFYING (IN ERRORS R OMISSIONS
REPRESENTATIVE SU ANY - STEEL REINFORCEMENT,APPROVED,
SURFACES, AND JOINTS TABLEINVOLVED IN THE
CONTRACTOR
CONFLICTS, ERRORS OR OMISSIONS PRIOR TO THE SUBMISSION OF .PULING HAVE BEEN APPROVF-D, AND UNTIL FACIMTIAN ACCEPTABLE i0 THE -SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL =E. ANTENNA MOUNTS AND HARDWARE SHALL BE
E. ASTM Ci50 - PORTLAND CEMENT PAINTED i0 MATCH E%JSILNL CONDITIONS.
CONTRACLOR'S PROPOSAL OR PERFORMANCE OF WORK: - - - ACCOMPLI REPRES F THE WORK BEEN PROVIDED AND MADE READY FOR STEEL FOR BUILDINGS". _ -
F. ASTM 0260 < AIR-ENTRAINING ADMIXTURES FOR CONCRETE ACCOMPLISHMENT OF THE WORK AS HAVE
SPECIFIED.P CONCRETE MAY NOT BE ORDERED - -
4. THE SCOPE OF WORK SHALL INCLUDE FURNISHING ALLOR DEEMEDMATERIALS, - FOR PLACEMENT UNTIL ALL ITEMS HAVE BEEN APPROVED AND RT PLACEMENT
HAS PART 2 - PRODUCTS F. ANTENNA TWO COAXIAL CABLE GROUNDING: . -
EQUIPMENT. LIBOR AND ALL OTHER MATERIALS AND LIBOR DEEMED - G. ASTM C309 - LIQUID MEMBRANE FORMING COMPOUNDS FOR CURING CONCRETE ,PERFORMED A FINAL INSPECTION AND GNEN APPROVAL TO START'PLACEMENi IN I. ALL EXTERIOR d6 GREEN GROUND
NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN. WRITING 2.01 MATERIALS - WIRE -DAISY CHAIN'.CONNECTIONS ARE TO BE
H. ASTM C494 - CHEMICAL ADMIXTURES FOR CONCRETE. B.' 'UNLESS SPECIFIED TO BE BEVELED. EXPOSED EDGES OF FLOATED OR ,WEATHER SEALED.
5, THE CONTRACTOR.SHALL VISIT THE JOB SITE PRIOR TO THE - ' -A. STRUCTURAL STEEL SHALL COMPLY WITH"THE REQUIREMENTS OF ASTM A36 2. ALL COAXIAL CABLE GROUNDING
SUBMISSION OF BIDS OF PERFORMING WORK TO FAMILIARIZP - TROWELED SURFACES SHALL BE EDGED WNH.A TOOL HAVINGA.1/4" CORNER L AND ASO FOR STRUCTURAL STEEL. "` KITS ARE TO BEINSTALLED ON STRAIGHT RUNS
I. ASTM A615 - DEFORMED STEEL BARS FOR CONCRETE REINFORCEMENT. RADIUS. - OF COAXIAL CABLE
HIMSELF WITH THE FIELD CONDITIONS AND TO VERIFY THAT ME - - ~ � � _ - (NOT WITHIN BENDS). .
PROJECT CAN BE CONSTRUCTED IN ACCORDANCE WITH THE - 2.02 WELDING
CONSTRUCTION DflAWINGS - J_ ASTM AIRS - STEEL WELDED WIRE EABFIF FOR-CONCRETE REINFORCEMENT C. PLACEMENT OF CONCRETE SHALL BE fN ACCORDANCE WITH ACI 301. - - - -
1.04 .DUALITY ASSURANCE D. THE CONTRACTOR SHALL ENSURE THAT REINFORCEMENT, INSERTS. EMBEDDED A. ALL WELDING SHALL BE DONE BTT CERTIFIED WELDERS. CERTIFICATION - ROOF WORK -
e THE CONTRACTOR SHALL OBTAIN AUTHORIZATION TO PROCEED WITH - - - DOCUMENTS SHALL BE MADE AVAILABLE FOR ENGINEERS AND/OR OWNER'S-REVIEW
PARTS FORMED.JOINTH AND VAPOR BARRIERS PRE NOT DISTURBED DURING
CONSTRUCTION PRIOR i0 STARTING WORK ON.ANY ITEM NOT CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY THE 6 REQUESTED. - '1. 6 ROOF WORK IS REQUIRED, CAV110N SHALL
/ ENGINEER AS.DIRECTED BY CLURWIRE'• CONCRETE PLACEMENT.
CLEARLY DEFINED BY THE CONSTRUCTION DRAWINGS .CONTRACT - - BE EXERCISED WHILE WORKING ON THE ROOF.
DOCUMENTS. {, THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR B. WELDING ADENA-2ELECTRODES, FOR MANUAL SHIELDED METAL ARC WELDING SHALL X EVERT EFFORT MUST BE MADE TO PRESERVE-
1.05 TESTS REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS' - CONFORM TO ASTM SUBMERGED
E70 SERIES, BARE ELECTRODES PND GRANULAR FLUX THE ROOF WARRANTY.
]. ME CONTRACTOR SHALL INSTALL ALL EQUIPMENT.AND MATERIALS - - USED IN THE SUBMERGED ARC PROCESS SHALL CONFORM TO PISL SPECIFICATIONS,LAST AGAINST EARN
........,...3 IN, 2:WHEN ROOF PENETRATIONS PRE REQUIRED. '
ACCORDING TO THE MANUFACTURER'S /.VENDOR'S SPECIFICATIONS CONCRETE TESTS SHALE BE AS ATI DETAILED BELOW OR AS DIRECTED BY TEDCLEARWIRE CONCRETE EXPOSED TO EAR1X OR WEATHER: - C. FIELD WELDING SHALL BEDONEAS PER AWSDLI REQUIREMENTS VISUAL - THE CONTRACTOR SHALL CONTACT AND
UNLESS NOTED OTHERWISE CP WHERE LOCAL CODES OR ORDINANCES CONCRETE MATERIALS AND OPERATIONS SHALL BE TESTED AND INSPECTED BY TXE. - N6 AND URGLF........... E .._... 2 IN, INSPECTION IS ACCEPTABLE WHEN FILLET.SIZES ARE NOT SHOWN.' - '-COORDINATE THE WORK WITH THE BUILDING
'TARE PRECEDENCE ENGINEER H THE WORK PROGRESSES. FAILURE TO DETECT ANT N SUCH
LVE WORK OR N5 AND NOT
EGFR& WAIF ..1 1/2 IN, - - - OWNER ANO THE E%SIITNG'ROOFING.INSTALLER.
'- MATERIAL SHALL NOT IN ANY WAG PREVENT LATER REJECTION WHEN SUCH DEFECT IS - CONCRETE NOi EXPOSED i0 EARTH OR WEATHER OR NOT CAST AGAINST D, STUD WELDING SHALL BE ACCOMPLISHED BY CAPACITOR DISCHARGE (CO)
B. THE CONTRACTOR SHALL UPDATED
WITH
A FULL SET OF CONSTRUCTION DISCOVERED NOR SHALL IT OBULATE THE ENGINEER FOR FINAL ACCEPTANCE THE GROUND.
DOCUMENTS AT THE SITE UIONS A AILABL HE LATEST REVISIONS AND _ SUB AND WALL.....NS..... _-3/0 IN. WELDING TECHNIQUE USING MIDWEST FASTENERS:INC. COt00 CAPACITOR DISCHARGE
ADDENDUM OR CLARIFICATIONS AVAILABLE FOR THE USE OF ALL A, THREE CONCRETE TEST CYLINDERS SHALL BE TAKEN OF THE TOWER PIER - BEAMS AND COLUMNS., .....1 I/2 IN. STUD WELDER, NELSON STUD WELDER OR EQUAL. RELATED WORK (ROOF TOP SIDES
PERSONNEL INVOLVED WITH THE PROJECT FOUNDATION.ONE SHALL BE TESTED O.THREE DAYS. ONE O TWENTY-EIGHT DAYS. - - -
- THE THIRD CYLINDER SHALL BE KEPT SEPARATELY. (IF REQUIRED TO BE USED IN THE 3.04 SURFACE FINISHES 2,2 PROVIDE STUD FASTENERS OF MATERIALS AND SIZES SHOWN ON DRAWINGS FURNISHED THE FOLLOWING WORK AS SPECIFIED
9. THE CONTRACTOR SHALL SUPERMSE AND DIRECT THE PROJECT FUTURE.) - OR AS RECOMMENDED BY THE MANUFACTURER FOR STRUCTURAL LOADINGS UNDER CONSTRUCTION DOCUMENTS. BUT
DESCRIBED HEREIN. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE A, SURFACES AGAINST WHICH BACK FILL OR CONCRETE SHALL BE PLACED REQUIRED. - COORDINATE WITH OTHER TRADES PRIOR TO BID.'_
FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES B. ONE SLUMP TEST SHALL'BE TAKEN FOR EACH SET OF MST CYLINDERS TAKEN.. REQUIRE NONTREATMENT EXCEPT REPAIR OF DEFECTIVE AREAS.AND PROCEDURES AND FOR ORDINATING ALL PORTIONS OF THE WORK- SLUMP SHALL NOT EXCEED 6''UNLE55 OtHERNISE NOTED. 2.3 FOLLOW MANUFACTURES.SPECIFICATIONS AND INSTRUCTIONS TO PROPERLY 1. FLASHING OF OPENING INTO OUTSIDE
UNDER THE CONTRACT. B. SURFACES THAT WILL BE PERMANENTLY EXPOSED SHALL PRESENT A UNIFORM SEI£Ci AND INSTALL STUD WELDS _ WALLS
PART 2 - PRODUCT FINISH PROVIDED BY THE REMOVAL OF FINS AND THE FILLING OF HOLES AND _ 2. SENDING AND CAULKING ALL OPENINGS
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL OTHER IRREGULARITIES WITH DRY PACK GROUT. OR BY SACKING WIN UTILITY OR 2.03 BOLTING 3. PAINTING
PERMITS AND INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK By 2,01 CONCRETE MATERIALS .ORDINARY GROUT. - 4_ CURING AND PATCHING
THE ARCHITECT/ENGINEER, THE STATE, COUNTY OR LOCAL GOVERNMENT - I A_ BOLTS SHALL BE 3/4" N(MINIMUM) CONFORMING TO ASTM A325, HOT DIP
AUTHORITY. CONCRETE SHALL BE COMPOSED OF PORTLAND CEMENT WATER; FINE AND COARSE L SURFACES THAT WOULD NORMALLY BE LEVEL AND WHICH WILL BE GALVANIZED OR ASTM A153. NUTS SHALL: BE HEAVY HEX TYPE _1,03 REQUIREMENTS OR REGULATOR AGENCIES
AGGREGATES. AND ADMIXTURES AS SPECIFIED BELOW, ALL WELL MIXED AND BROUGHT PERMANENTLY EXPOSED TO TPE WEATHER SHALL BE SLOPED FOR DRAINAGE,
11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT TO PROPER CONSISTENCY, CLASS I, II, III, OR V. UNLESS ENGINEER'S DESIGN DRAWING SPECIFIES A HORIZONTAL SURFACE OR S. ALL BOLTS SHALL BE INSTALLED IN SLIP CRmCAL CONNECTIONS CONFORMING A. FURNISH U.L. I EQUIPMENT WHERE
EXISTING SITE CONDITIONS DURING CONSTRUCTION. UPON COMPLETION SHOWS THE SLOPE REQUIRED. NCO
E TOPS OF NARROW SURFACES. SUCH AS STAIR TO AISC, USING THE 1/4' TURN METHOD, - SUCH LABEL IS AVAILABLE INSTALL IN
OF WORK, THE CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE A, CEMENT: CEMENT SHALL BE TYPE II, GRAY COLOR, LOW-ALUM) READS.PORTLAND TWALLS, CURBS, AND PARAPETS SHALL BE SLOPED APPROXIMATELY 3/8" CONFORMANCE WIN L.L. STANDARDS WHERE -
OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. - CEMENT CONFORMING TO ASTM 0150.. /R OF WIDTH. BROADER SURFACES SUCH AS WALKS. ROADS. PARKING AREAS 2,04 FABRICATION - - APPLICABLE.-
. - -
12. THE CONTRACTOR SHALL KEEP THE GENERAL WORK AREA LLEAND PLATFORMS SHALL BE SLOPED APPROXIMATELY 1/4"/FT. p FABRICATION OF STEEL. SHALL CONFORM TO THE AIDE ANO AWS STANDARDS R INSTALL ANTENNA, ANTENNA CABLES,
AGGREGATES FOR IN CONCRETE SHALL l
AND RUB FREE DURING CONSTRUCTION AND DISPOSE OF ALL CI B. FINE PND COARSE AGGREGATES:Ri, COMPLY WITH ASTM C33. D. SURFACES THAT WILL BE: COVERED BY BACKRLL OR CONCRETE SHALL BE- AND CODES GROUNDING SYSTEM IN ACCORDANCE WITH
-
DEBRIS. RUBBISH AND DEMONS ALL UNNECESSARY MATERIAL. - SMOOTH DRAWINGS AND SPECIFICATION IN EFFECT AT SCREEOEO. 205 FINISH PROJECT LOCATION AND RECOMMENDATIONS OF
C. WATER. WATER FOR MIXING AND CURING ALL CONCRETE SHALL M FREE FROM - - - STATE AND LOCAL BUILDING CODES. AND SPECIAL
TH ST CONTRACTOR SHALL COMPLY WIN ALL PERTINENT SECTIONS OF SEWAGE, OIL ACID, ALKALI, AND SALTS AND SHALL BE FREE FROM OBJECTIONABLE E EXPOSED SUB SURFACES SHALL BE CONSOLIDATED' ENT MLO. FLOATED.THE IREME BASIC BUILDING CODE, LATEST EDITION. AND ALL OSHA QUANTITIES OF SILT, ORGANIC MATTER, AND OTHER DELETERIOUS SUBSTANCES. "AND "STEEL TROWELED.' E ST OED AS
A N EQUIPMENT MAY BE USED FOR "IN ALL DANCE WITH
STEEL SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION PORES HAVING JURISDICTION OVER SPECIFIC
REQUIREMENTS AS THEY APPLY i0 , G PROTECT. ROATINGS STIFF SHALL BE STARTED AS SOON AS THE SCREENED SURFACE HAS IN ACCORDANCE WITH ASTM A123, IS NOT
OF WORK. NIS WORK INCLUDES BUT _.
ALL EXISTING ACTIVE SEWER, WATER, GAS RK, SHALL
AND OTHER 2.02 ADMIXTURES ATTAINED A STIFFNESS CTO ONCRETE
EX FINISHING OPERATIONS. ALL EDGES MUST HAVE IS NOT LIMITED TO THE FOLLOWING:
ALL TIS WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT A }INS LLAMFER. CONCRETE. EXPANSION ANCHORS AND EPOM NTS,ANCHORSSPE SHALL B. FOR ELECTRICAL HARDWARE REF. i0 OWL E-3.
THE
TIMES, AND WHERE FLOATED FOR THE PROPER EXECUTION OF q, CHEMICAL ADMIXTURE: ASTM C494, TYPE A- WATER REDUCING OR TYPE D - IN INSTALLED IN ACCORDANCE WITH MANUFACTURERS SHALL
REQUIREMENTS, SPECIAL L RS/ 2 ELECTRONIC INDUSTRIES "
THE WORK. SHALL BE RELOCATED AS DIRECTED BY THE WATER REDUCING AND RETARDING. INSPECTIONS, REQUIRED 6Y GOVERNING CODES. SHALL BE PERFORMED IN RS 2.06 PROTECTION - ASSOCIATION T -222.ERRUCTUFAL STANDARDS
ARCHITECT/ENGINEER. MI MAINTAIN CRETE EDGE DIS NCE SH ALLOWABLE LOADS MANUFACTURER'S FOR STEEL ANTENNA TOWERS ANO ANTENNA
203 CURING COMPOUND'. ASTM L309, lYPE1. CUSS B; TRANSLUCENT. - MINIMUM CONCRETE EDGE DISTANCE SHALL BE MAINTAINED DURING INSTALLATION. A UPON COMPLETION OF ERECTION INSPECT S WITH
ZINC B STEEL AND PAINT SUPPORTING STRUCTURES.
14. THE CONTRACTOR SHALL ON AN COFPTHE CS REPRESENTATIVE ANY FIELD CUTS, WELDS OR GALVANIZED SPEAKS WITH ZINC BASED PAINT. COLOR
WHERE A CONTRACTOR
OCCURS T ON ANY OF THE CONTRACT DOCUMENTS. 2G4 ACCESSORIES 3.05 PATCHING - TO MATCH THE GALVANIZING PROCESS, 2 FM - FEDERAL AVIATION-
THE CONTRACTOR IS NOT AT ORDER MATERIAL OR CONSTRUCT ONE ANY ADMINISTRATION ADVISORY MARKING
AAAI
PORTION OF THE WORK THAT IS ES CONFLICT UNTIL THE CONFLICT IS A. NATE. CEMENT,
GROUT: PREMI%EO COMPOUND CONSISTING OF AGENTS; CAPABLE - THE FORMS T OR SHALL NOTIFY THE ENGINEER CONDITIONS.
UPON REMOVAL OF PART 3 - EXECUTION - 70HTING, IH, OBSTRUCTION MARKING PNO
RESOLVED BG ACTOR ISHA REPRESENTATIVE. . AGGREGATE. CEMENT, WATER REDUCING AND PLASTICIZING SIINCAPABLE OF THE FORMS TO OBSERVE CONCRETE INFERSSURFACE,CONDITIONS. IMPERFECTIONS,SHALL LIGHTING,
DEVELOPING MINIMUM COMPRESSIVE STRENGTH OF 7,000 P51 IN 20 OATS. BE PATCHED ACCORDING TO THE ENGINEERS DIgECTION. 3.01 ERECTION OF STEEL -
15. THE CONTRACTOR SHALL SERIF!ALL.DIMENSIONS, ELEVATIONS, }. FCC FEDERAL COMMUNICATIONS
PROPERTY LINES, ETC. ON THE JOB. B. JOINT GILEEF'. BITUMINOUS TYPE. ASTM 01751 OR NON-BITUMINOUS TYPE ASTM 306 DEFECTIVE CONCRETE A. PROVIDE ALL ERECTION EQUIPMENT. BRACING, PLANKING FIELD BOLTS, NUTS. 715.COMMISSIONUCTION AND NG AND LIG FORM
DI752 - - WASHERS. DRIFT PINS, AND SIMILAR MATERIALS WHICH R NOT FORM APART OF 715. OBSTRUCTION MARKING AND LIGHTING
lfl THE CONTRACTOR SHALL NOTIFY THE RF ENGINEER FOR ANTENNA THE CONTRACTOR SHALL OMODIFYNES,
AI REPLACE CONCRETE NOT SPECIFIED
IN
TO THE COMPETED CONSTRUCTION BUT ARE NECESSARY FOR ITS PROPER ERECTION. FORM 15A, FOR ANTENNA STRUCTURES AND -.
AZIMUTH NG SITE
SW (DURING ANTENNA INSTALLATION) PRIOR TO C. ANCHOR BOLTS: ASTM A307. UNPRIMED. - - RED LIKED LEVELS AND MNES. DETAILS, AND ELEVATIONS AS SPECIFIED IN ACI 301. - FORM 715P HIGHi INTENSITY OBSTRUCTION.
CONDUCTING SITE SWEEPING. - - - B. ERECT STANDARDS.
ALL STRUCTURAL STEEL IN ACCORDANCE WITH NSC LIGHTING SPECIFICATIONS FOR ANTENNA
2.05 CONCRETE MIX -- 3.02 PROTECTION REFERENCE STANDARDS. ALL WORK SHALL BED ACCURATELYPLCEWITH
SET IO ESTABLISHED STRUCTURES.
17. THE GENERAL CONTRACTOR SHALL I ALL INSTANCES CONFORM TO LINES AND ELEVATIONS AND RIGIDLY UCTIO FASTENED IN PIACf. WITH SUITABLE
- THE SPECIFICATIONS ISSUED BY CLEARWIRE A. CONCRETE SHALL BE PROPORTIONED PER REQUIREMENTS OF ACI 301 & ATTACHMENTS TO THE CONSTRUCTION OF THE BUILDING_ 4. NEC - NATIONAL ELECTRICAL
CLEARWIRE CONSTRUCTION SPECIFICATIONS FOR DESIGN STRENGTH & WORKABILITY - C IMMEDIATELYETFROM
PREMATURE
PUC"WING THE EXCESSIVELY
SHALL PROTECT THE CODE
CONCRETE SHALL BE DELIVERED WITHIN 45 MINUTES OF ADDITION OF WATER TO MIX. CONCRETE FROM PREMATURE URYI INJ EXCESSIVELY HOi OR COLD 'C. TEMPORARY BRACING, GUYING AND SUPPORT SHALL BE PROMIDED i0 KEEP
TEMPERATURES, AND MECHANICAL INJURY. FINISHED WORN SHALL RE PROTECTED. THE STRUCTURE SAFE AND ALIGNED AT ALL TIMES CURING CONSTRUCTION. AND 5. UL - UNDERWRITERS LABORATORIES
RIS RS THROUGH
CORE DRILLING AS NECESSARY FOR PENETRATIONS OR - - TEMPORARY LOADS AND STAT WITHIN SAFE CAPACITY OF ALL BUILDING APPROVED ELECTRICAL PRODUCTS.
RISERS THROUGH THE BUILDING.. GI NOT PENETRATE STRUCTURAL 0. THE FOLLOWING STRENGTHS SHALL BE USED: B.RELATIVELY
CON SHALL EM MAINTAINED WITH MINIMAL MOISTURE R H R COMPONENTS.
MEMBERS WITHOUT STRUCTURAL ENGINEER'S APPROVAL SLEEVES 1, FENCE POST FOUNDATIONS - DESIGN COMPRESSIVE STRENGTH AT 28 RATS 'CEMENT T CONSTANT TEMPERATURE CONCRETE,
FOR PERIOD NECESSARY FOR XYORA➢ON OF - 6. IN ALL CASES:PART 77 OF,THE
AND/OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE OF 3.000 PSL CEMENT AND HARDENING OF CONCRETE wpoQ FM RULES AND PARTS 17 AND 22 OF THE FCC"
PACKED WITH FIRE RATED MATERIAL WHICH SHALL MAINTAIN THE FIRE 2 EQUIPMENT FOUNDATION - DESIGN COMPRESSIVE STRENGTH I 3,000 PSI AL RULES ARE APPLICABLE AND IN THE EVENT OF
RATING OF THE STRUCTURE. FILL FOR FLOOR PENETRATIONS SHALL 28 DAYS UNLESS OTHERWISE HOLED. (CONTRACTOR FURNISH 4,000 PSI CONCRETE), C. ALL CONCRETE SHALL BF. WATER CURED PER ACCEPTABLE PRACTICES 1, ALL MATERIALS INCLUDING PLYWOOD SHALL BE AS SPECIFIED ON THESE PLANS. - CONFLICT. SUPERSEDE ANY OTHER STANDARDS
PREVENT PASSAGE OF WATER, SMOKE FIRE AND FUMES, ALL MATERIAL 3. CONCRETE STRENGTH FOR MONOPOLE OR TOWER FOUNDATION SHALL BE SPECIFIED BY ACI CODE OR SPECIFICATIONS.
SHALL BE UL APPROVED FOR THIS PURPOSE. 1000 PSI MORE THAN THE MANUFACTURER'S RECOMMENDATIONS. 0000 PSI MINIMUM, - -
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SHALL BE FILLED WITH CONCRETE. - 6.STER FEREE S)STEW SHALE WCLUOE ME FEFDE POSTS,FABRIC,GTE SYSTEW AND
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PERPINOICUWR ANGLES; HOLES (TOTAL OF 3) e.: (TYPE _ _ _ EQUIPMENT CABINEi�
TO BE FIELD DRILLED - - - - -
. ) TO COAX CABLE U
-e�{ PROPOSED CLEARMRE M1W(ANTENNA TO EOUIPNEM�
BELOW RACKHAIL ANTENNA - Y CABINET
(TYP. OF(1) PER SECTOR,TOTAL OF 3) - 18 MAX _f"SI/NO 2 cou"s, -
PLAN -CHIMNEY - TYP. MGM EWE 9roCa CALM/NE✓ -
WE LESSER OF
ANTENNA MOUNTING DETAIL" {
2 COMPLETE BRICKS
PROPOSED 4x4-0'-GALV ANGLE . OF 8 PER CHIMNEY) - - - ,6'0 BOLT CONNECTION JOINING
PROPOSED 4n "GLV ANGLE OR 18" $GCE: N.T.S.
-ANGLES TO CVERHAJRI EDGE 4 TO ALLOW COU I�Exi4/ C T 0--6'-O'- - ". OF B PER CHIMNEY) SEE HILT M20 SPECS PERPINDICULAR ANGLES: HOLES O
CONNECTION TO PERPINDICULAR ANGLE I 2 C Oa E P"'6.w./Nc _ANGLES TO OVERHANG EDGE 4" - ttl BE FIELD DRILLED -
-ANGLE AT SHORT FACE TO BE CUT AND SIi ON TOP OF I - -
ANGLES AT SIDES TO ALLOW BOLT CONNECTION TO
PERPINDIAT SH ANGLE
- 6'-8't� -ANGLE AT SHORT FACE TO BE - N FIBER, PoSID AND CGV(
CUT AND SIT ON TOP OF ANGLES Nf1ENNA%PE/TOWER LEG/ CABLES INSIDE 3-0
AT SIDES •i CABLE EADDER/O1HER DURAFLIX CONDUIT _
- _ REMOTE RADIO HEAD -
PROPoSED 4z4xxx1 O"LONG _
N GLV ANGLE.(ITP. OF 2 AT -
ANTENNA MOUNTING LOCAlWNS) -
_ IPERY-GLV ANGLE
R � � � - vROPoSEO
PHOPOSED 4NxI6x10" LONG (TOP OF B PERCHIMNEY)E '
96.0 BOLT CONNECTIONANGLES JOINING - GALLA -ANGLES TO OVERHANG EDGE C m
P %NOICULAR ANGLES' •I
ANGLE(TYPE' [x""c CN/MNE✓
ER HOLES- .
TO ALLOW BOLT CONNECTION TO
TO BE FIELD DRILLED SHOBI SALE
PERPINDICUWR ANGLE ,
e
-UT AN AT SHOW FACE TO BE
96"0 BOLT CONNECTION JOINING CUT AND SR ON TOP OF PNGLES ADJUSTABLE CwIP l _
TO BE DICUWt ANGLES; NIXES a AT SIDES. ' OR MONTEQUI PIN 810.5
TO BE RECD DRILLED - -: - OREOUILVALEM
PROPOSED CLEARWIRE GCKHAUL 1.5 TYP. -
'4 SOON BB.DACKHHAUL NANTENNL ANTENNA ANTENNA AeovE vnwx ANTENNA
e - PERPINDICULAR ANGLE CONNECTION -
(1W. OF (1) PER SECTOR,TOTAL OF 3) (TOTAL OF.3) SCALE: 3"-1'-0"
PLAN -CHIMNEY(TYP.OF 2) P/"u B82117 OR EQUIVA�iEM'
96.0 BOLT CONNECTION: HOLM TO BE FIELD %-0 U-BOLT
CgOMRACiOR TO FlEID VERIFY CHIMNEY DIMENSIONS PRIOR
DRILLED ACCORDING ANTENNA PLACEMENT CONNECTION Crop.) _
N ORDERING OF STEEL ANGLES
- BOLT HOLES FDR (P) ANGLES TO FIELD DRILLED -
- ALL HARDWARE TO BE PANTED TO HATCH (E)CHIMNEY - -
CHIMNEY ANTENNA MOUNTING -PLAN �� CHIMNEY ANTENNA MOUNT-SECTION - 6 DURAFLEX CONDUIT DETAIL a
5 -
SGAIE N.T.S
y 20 Blanchard Road, suite d SITE NAME:52.60 DOW STREET • ®_ - ,P°
7 Burlington,MA 01803 SITE NUMBER: MA-BOS7546-B a ,9: "`�:. ANTENNA DETAILS' -
c ar
w re
tel. 701 272-6200 - ..
5SALE OW
0 STREET
E R ''I fax(781)272-6225 SALEM. MA 01970 - 4900 CARILLON POINT D /25/10 IssuEO FDR CONSTRUCTION wLc'T..
A E R 1 4L e-mail b Ocke aerials ectNm.COm - NO. GTE RMSINS BY m xwllq glRi xuM110(
S P E O T R U M @ P KIRKLAND, WA 98033
. . : AS SHOWN DESIGNED BY: RN. DRAWN BY: WLc 3120
. - 1 'axe _4<2 w °• N.:' � k T } S � ' �'�
* PROPOSED 12••12•%6• DEEP_JUNC ON - PROPOSED 150 SEEL '' -.
BOX ATTACHED To UNWall Y
IRUT Wf •0 PIPE W" CAP
U-BOLTS'(T9) 1'CHAMFER (TVP)
6
>. ePROPOSED SME -.PROPOSED 1Y,'UNISTRUr V BOLTED
SUPPORT CABINET TO PIPE WIM YA'U-BOLTS -
/ A
W�0•
PPoPoSEO 54.0 tY0 CONCRETE %AA �A�VAA1:�. ElECR11C0..P/JIEL - K
RIGID CONOUM
. _ _ FOUNWTON OYPJ \ /\ :./�/\� . #
UGHT
- //A/. /X a \/�/ 3'-6• -.. - - PROPOSED Sv6' 4 .
e
ELECTRICAL PANEL \ \ • /\\/\\ MIN. '2.0 SCH. 40 ORC TELCO.BOX STEEL PLATFORM - -
. \\\/\\ \\ \\. FOR PbMER RUN
hi
I \�- \ jv/��/•\r `' SUPPOW LEG - SUPPOORr a •
(TYP
PROPOSED 54.0 STEEL CONCRETE - N RE'4) B . CABINET ••• o D
PEIR DETAIL 2 � 12•.1 z•CONCRETE � I
3h - PAVERS(JYP OF 4)
SCALE N.tS _ -
.\ "PROPOSED 3k6' WAG
\ STEEL PLATFORM F
/ - -
PROPOSED
CONCRETE.PIERe 1'-1114•. 2•_t• 1•_t V4• •.
2 PROPOSED . :SME SUPPORT CABINET - NOTE:
C-1 GROUND ROD - \ 4 II I \\
WEIGHS SS 550 LBSWRH SUPPORT CABINET
ES _ 8'-0• - ..
I'll
\ \ - %'0 HOLE FOR)4•-BOLTS
- ��J. \ \ - IM% FFORM OYP OF EQUIPMENT PLATFORM ♦ _ - c
\' - \ (4) INSIDE CABINET) - SCALE N.T.S.
GROUND RAR INSIDE PROPOSED \ -
WINET SMALL CONNELT To \\ v — CABINET PLAN VIEW S
PROPOSED GROUNgNG RING — '.%ATFORM
\ V \ L SCALE N.T.S. -
/ CABINET LGUNTING -
CABLE BRIDGE DETAIL I I'� PROPOSED TOWER BASE Fw1GE
it ,.
SCALE: N.T.S., _ \./. GROUND BAR TO TE INTO _ .. .
lj PROPOSED GROUND RING (2)h' BOLTS WITH
�1 J
WASHERS h.Nor INP.
OF (4) INSIDE CABINET) UGHf -
/--LIGHT UCM � -
/ CABINET CONNECTION DETAIL
SCALE N.T.S.
- SITE SUPPORT CABINET
7/ SOE SUPPORT GANNET -
.
SITE SUPPORT CA&NEr ACCESS DOOR
ELECTRICAL PANEL ELECTRICAL PANEL SME SUPPDRr CABINET ELECTRICAL
PANEL
ACCESS DOOR -
POWER RECEPTACLE -
`� _ •�
O PROPOSED an
RIGID GODan
_ (TYP. OF 2)
•. 2.0 SCH. 40 CRC WAC:
FOR POWER RUN. -
PROPOSED 15.0 2.0 SCH. b CPC
RIGID GONOUM FOR POWER RUN o
•I (TYP. OF 2) •� •i •i N HVAC
MVAC
•I TELCO BOX •j
BOX
TELIGD -
2.0 SCH. 40 GRC
FOR POWER RUN -
. • TELCO -
BOx e e PROPOSED 3'x6' -
PROMISED 54.0 MEL PLATFORM
RIGID CONWM
ITrP. OF 2) e e .PROPOSED 3'x6'
MEL PLATFORM -'
PROPOSED 3'x6'
PROPOSED 3'x6' MEL PLATFORM
MEL PLATFORM 2.0 SCH. 40 GRC '
'RADE LEVE( GRADE:EVE' GRIDF LEVEL GRAOF LEVEL FOR PMER RUN -
�/ \\\\\\\\\\ \\\ \\/\\\\\\\\\\\\\\\\\ \ \\\\\\\\\ /\%\\\\\\\\\\\ /\\\\\\\\ IX\\\\\\\\\\\ \\ \\\/ / /�\ \ \/\/\/\/\/\/\/
/ \/ / / / / /\/\/ / \/ /\/\/\/\/\
A,\A/A i✓✓/./ /G///jam// //: / /i ✓ / / /./ vA..A��AiA�VAiy -
CABINET ELEVATION A CABINET ELEVATION a CABINET ELEVATION, �c� CABINET ELEVATION D - -
SCALE: N.T.S. SCALE: N.T.S. SCLLE N.T.S. _ SCALE: N.T.S.
20 Blanchard Road, Suite 4 SITE NAME:52.60 DOW STREET 'r • p® •-,• I ti
Burlington.MA 01803 SITE NUMBER: MA-Bos�sas-B dearw re DETAILS
tel.(781)272-6200 52-60 DOW STREET
r I ..
fax(781)272-6225 SALEM, MA 01970 4400 CARILLON POINT o /26/10 ISSUED.FOR CONSmuCTGN WLG RN PIAI sMxT wM�n
A E R I A L - NO. DATE REVISGNS BT CNK P' `� ,IDB N-.-.-----7 .-
S P E C i q u m e-mail blocke@aerialspectmm.com ... KIRKLAND, WA 98033
- AS SHOWN DESGNED Br: RLL DRAWN Br: WLG ..
R f N
W
r.
`.#i. kn 4.-- � � elf?
rA
1. ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL
ELECTRICAL CODE(NEC)AS WELL AS APPLICABLE STATE AND LOCAL CODES _
•W'OM 13'DFD+ f .
7 ALL ELECTRICAL ITEMS SHALE BE LL4 APPROVED OR LISTED AND PROCURED PER SCX01U b 16T LWP 4 ^
:. • - y..' MYECIMIX'WELL WIM `:n Y N �[ � •a`
q
^ INHK'I UGBIUD
SPECIFICATION REQUIREMENTS. YMI IXh2R
3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY RII
w - AMRA MOUNT GROUND It
DRAWINGS AND SPECIFICATION INCLUDING INCIOENTAL WORK TO PROVIDE COMPLETEfl WOE 'NAY Ury[. ,P qy�"•
OPERATING AND APPROVED ELECTRICAL SYSTEM
GROUNDING DI$
4. GENERA CONTRACTOR SHALL PAY FEES FOR PERMITS.AND IS RESPONSIBLE FOR
Y
01 SMD PERMITS AND COORDINATOR OF INSPEC➢ONS. ,y✓O / a' - m BACKHAUL O
5. ELECTRICAL AND TELCO WIPING OlR51DE A BUILDING AND EXPOSED i0 WEATHER 1' MIN. .\ i- j(S' " .I' - - ANTENNA(M.)
SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS OR SCHEDULE 80.NC m - m
- (AS PERMITTED BY CODE)AND WHERE REQUIRED IN LIQUID TCHT,FLEXIBLE METAL OR / \ - p _
HOPICONCEITS. WELD
, - - _ SUPPORT PIPE p�
- - IXDMFr01C -
6. BURIED CONDUIT SNA-L BE SCHEDULE 40 WC ) .//'� /`//r NptppFR ORWND CCxgCMI
T ,s,
7, ELECTRICAL WIRING SHALL BE COPPER WIN TYPE XHHW,NNI OR THIN CW STAwt65 - -
INSULATION. - I (L(LDNER GOC RHp10
slFa aCOOD AM 0'-0' M4I(IMUM
B, RUN ELECTRICAL CONDUIT OR CAME'BETWEEN ELECTRICAL UIIUm DEMARCATION 51,,.RC-0-Low�)
'FEINT AND PRGIfcr OPE. CCUORD SITE PPC LA INDICATED ON THIS DRAWING, PROVIDE GROUND'ROD'AND:TEST WELL DETAIL - - a) - _ '
NLN LENGTH PULL ROPE. COORDINATE INSTALLATION WITH UON T COMPANY. ,
9.ALL EQUIPMENT LOCATED OUTSIDE SNALL-HAVE NEMA 3R ENCLOSURE SCLL£: N.T.S. -
EQUIPMENT GROUND BAR(EGB) I,i 2DSuu coKKIX -
10. PPC SUPPLIED BY PROJECT OWNER.
GROUND WIRE
SCALE: N.T.S. -
II. GROUNDING SHALL COMPLY WITH NEC MT. ON AD pACCORD N E WIN 'CL CMC(AMONG KIT AND
BONDING GR NDING PROTECTION SWJL BE DONE IN ACCORDANCE WIN 'CLEA+YMRE IRpI M M"sNaRN ON /—POLYPHASER SURGE
NTS SITE GROUNDING STANDCABLE SOGO aNDRa DD NRR WRMR) '- _ ARRESTORS (AS REWIRED) '
12, GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS - - -
COM CABLE GROUNDING KES SUPPLED BY PROJECT OWNER. - SPARES ANOINrN SEI
13. USE/6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ABOVE O GROUND BAR
GRADE GROUNDING (UNLESS OTHERWISE SPECIi1E0)AND 02 SOLD TINNED.BARE - O
COPPER WIRE FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. - • -
14.ALL GROUND CONNECTIONS TO BE BURNOY HYGROUND COMPRESSION TYPE O
CONNECTORS OR CADWELO EXOTHERMIC WELL. DO NOT ALLOW RARE COPPER WIRE TO
BE IN CONTACT WITH GALVANIZED STEEL .. m 8115 Q _ 12 AM GREEN -
M ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PAM - .INSULATED GROUND ,
POSSIBLE. EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE - WERE.SEE NOTE 2
BENT AT RIGHT ANGEL .ALWAYS MAKE AT LEAST 12' RADIUS BENDS. K6 WIRE CAN BE '- - -
BENT AT 6'RADIUS WHEN NECESSARY. BOND ANY METAL OBJECTS WITHIN 6 FEET OF
OROJECT.OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAN OR GROUNDING - - - -
RING. .. -
16.CONNECTIONS TO GROUND BARS SHALE BE MADE WITH TWO HOLE COMPRESSION -
TYPE COPPER LUGS .APPLY OXIDE INHIBITING COMPOUND TO ALL.LOCATIONS. - BOOF _
I7,APPLY OXIDE INHIBITING COMPOUND TO.ALL COMPREgION TYPE GROUND -
CONNECRONS. ® - „ -
.CADWBD
1B. EM (EMS) D SHALL PROVIDE ANO INSTALL OMNI BONDING
ELECTRONIC MARKER
SYSTEM (EMS) 8A15 OVER EACH GROUND ROD AND BONDING POINT BETWEEN EXISTING -1D GROUND RDD - - tlOTE -
TOWER/ MONOPOLE GROUNDING RING AND EQUIPMENT GROUNDING RINGAFCRpWO Rb -
. E. MULTIPLE SITE
GROUND BVi$MAY BE REWIRED
19. CONTRACTOR SHAUL TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR NDE AND S OR W WITH N]£ - EASED ON SIZE CONFIGVRAIgX.
PROJECT CLOSE-OUT DOCUMENTATION. 5 OHMNS MINIMUM RESISTANCE REQUIRED. PATTERN ND SfN6ET 116Wd016 /2 AWG GREEN 2 ROURE/2 AWG GREEN INSULTED GROUND WORE
-ND YWNDW BNLXEIS AS SHOW! INSULTED GROUND. -
20. CONTRACTOR SVLL CONDUCT ANTENNA.COAX.ANDLEARETVRN-L055'AND CWWBD - SEE NOTE 2 ACTING'Mau:TENT UNCORK REAR l0 WSRR GROUND
DISTANCE-TO-FAULT MEASUREMENTS(SWEEP TESTS)ANO RECORD RESULTS FOR ® _ BW AT EQUIPMENT W{'Allpl,
PROJECT CLOSE GUT. TO GROUND PRO AT - 3,THE EQUIPMENT GROUND OARS TO EASTER GROUND -
-
GROUND ROD - PROPOSED 11'%12'X8'DEEP JUNCTION - RAR WRH,UG 02 AWG GROUND CONNEC9WNS _
21. PROPOSED HUBBELL 2-UMP LIGHT FIXTURE AND 60 MIN. RIMER SWITCH IN NEMA - -
3R ENCLOSURES.ATTACH PEP MANUFACTURER$RECOMMENWTON, FIELD LOCATE LIGHT - BOX ATTACHED TO UNIMUT WIN)JI
AND swncH As NEEOeO. MASTER GROUND BAR(MGB) B POLTs- ) - -
O ICE BRIDGE/CMUE-TRAY - PROPOSED GROUND TO GPS ANTENNA GROUNDING
SCALE: N.T.S. - - -EQUIPMENT PUTFORM - -
- - - (TMP. OF-2 OPPOSITE
CORNERS) -
_ EQUIPMENT GROUND BATS
(LOCATED INSIDE TELCO ENCLOSURE)
. - - - #2 AWG BONDED FROM OUTSIDE OF METER AND -
- TELCO ENCLOSURE TO MGB DISCONNECT-
U O
MASTER GROUND W. COAX GROUND EACH 0 _ t00A
GROUND KR AND POLYPEGLSER ICE BRIDGE REST - TI AWG SOLID
- SURGE ARRESTORS - TINNED COPPER
'TYPE PT TYPE GR TYPE TA TYPE 0 (LDENTED INSIDE PROPOSED � ')
' CONDUITS
JUNCTION BOX) - a
PRIMARY HEAT SNRIKK _
ON DIES ONLY GNOUNO - -
GRADE
l
(2) /2 AWG TINNED$OLID - J _ TO IXISTNG
COPPER GROUND LEADS TO40C //-JAL - SEIMCE
TYPE PIS FROM IMGS TO PROPOSED \ '�
DOWER TYPE K TYPE CL UA TYPE YBC TYPE xA GROUND RING IN LIQUID-1TIE GROUND
GRT1�'WG - TINNED SOU PROPOSED GROUND 1
COPPER GROUND LEADS TO INSPECTION WELL .
/2 AWG SOLID COPPER _- .� FROM INTERIOR EGB TO G-1
GROUND LEAD (TTP,) - I PROPOSED GROUND RING IN
\\\\ = UOUID-TffE
TYPE HIS TYPE A TYPE NA `.S.\ A PROPOSED GROUND WING (/2 .
NOTE R MRD TP6'SHOWN ABOh ME TOAMR6 CONSULT T IS P PROJECT --- - AUC BURIED TINNED SOLD
MV4fER FOR$PECIIIC TYPES SHO OF BOT M TO BE USED PER THIS PW NECL
RODE \ COPPER GROUND WIRE)
CADWELD TYPES • - I. - PROPOSED W-DM 10' LONG -
SCALE: M.S. - COPPER CUD STEEL GROUNDING
a c ELECTRODE(TYP. OF 4)
- GROUNDING RISER DIAGRAM �1 -
SCALE: N.T.S. -
A b 20 Blanchard Road, 803 SITE NAME:NUMBER: M DOW STREET CL^^M W�� A Q CaROUND)NC7 DETA)L.5
Btel.(7oG,MAO1803 SITE52-60 W STREET 6-B Gar C t ?_' AND,.NOTES
tel.(781)272-6200 52-60 DOW STREET `
fax(781)272-6225 SALEM, MA 01970 5400 CARILLON-POINT. o /25/10 ISSUED FOR CONSTRUCTOR WIG PAL PIM
S P E C T RAUP M e-mail blocke@aerialspectmm.com KIRKLAND, WA,98033 NO. DATE RENTSIONS BY mIS v' ••• JDB NUIIIFR slm xmWu
... . .. .
AS Sxovm- DESIGNED BY: RA DRM eY: WES3120 G-1
F
5:
°^ Y l
y .
�n
r
- xc r Mti
q se FROM unENNA a..
r Rxz 'ja
.4 • < -.. _ ••- ; T[z mu allafR
%TTR%M h
TX1 ' ' WFAlMI1GROMIB '
(SEE xOTE» Or(MTPJ
I 1 .COAX tl8F CROMD ql
-/ D IFIR Maiti COPPER SBOI GROUND - ANTOMY G&ElD
MIRE( .`
. (SFE(G fez) , BR wivau C".)
ro PRIM.Rr bav+Er .
IIS wswr_ OU r cacao NOW
AT GROUND
AOwIM mcwO aHR .
- - ALun oarcr cAgWD NT.<E OOYM ro GOOIER BIA RMUR ro ECB -.
z cxoMlomc m aE TRE rNo vim xLMazR As - _ .
, s.Pvlm aR aXOMIcoxuDloED BY DraE MwunDTDRDl. - - .
. 1 MEATIER PPOORND SEAL BE 1M0-PARI TRE 9RP4ED -
N1RI W.blur SIRWX ROLL ROT SE USED. - - ro IJRBOl1 _
- SUPPORT PIPE (I2 AWG BONDED -
_ _ TO BID
CONNECTION OF CABLE �
GROUND KIT TO ANTENNA CABLE / '� - - - CONNECTION-OFGROUND - -
. N.T.S. - _ _ _ - WIRE TO GROUND BAR -�1 -
.: SCALE: N.T.S.
#2 AWG SOLID BWE COPPER WIRE -
. - SHALL BE 1 W MESA -
- - - - - -/I AWG SOLID WE COPPER WIRE- - -
. - SHALL BE INTERWOVEN IN MESH (TP.) -
CADWELD Oyp.)
. -
02 AWG SOLD BARE f
_. CAOWELD (TrPJ COPPER WIRE(TVPJ Y}kx
16-AR -
CADWELD(TrpJ -
. - - II /2 AWG BARE /
CADWEID _ COPPER WIRE
SEE NOTE RING GROUND/2 RING GROUND /2 AWG - -
12-AM O e: 4- - AWG SOLID WE SOLID WE COPPER WIRE '
COPPER WIRE (2'-6-BELOW GRADE) _.
- (2'-8- BELOW" /2 AWG SOLID
I2 AWG SOLID eWE .�/���/�i CABLE TO CASUE ��/���� /2 AM SOLID p�� - WE COPPER WIRE
COPPER WIRE cmaNEW (TYP,) BWE COPPER WIRE -
RING GROUND /2 AWG SOLID WE COPPER WIRE(2'-6'BELOW GRADE)
1. THE /2 AWG SOLID BARE COPPER WIRE, SROM THE RING GROUND SHALL
- CABLE TO CABI£CAOWELO�
BE CADWEUDED TO THE POST ABOVE GRADE - -
2 BOND EACH HORIZONiAL POLE/BRACE TO EACH OTHER AND TO EACH
VERTICAL:POST Tp-RI - CONNECTED : KRTfv POSE NOi CONNFrttn TD RING
VERnCAL POLE BONDED TO THE EXTERWR GROUND RING. NOTES: _
1 DATE JUMPER SHALL BE /2 AWG WELDING CABLE OR FLOOBLE COPPER 1. VERTICAL POSTS SHALL BE BONDED TD THE RING AT EACH CORNER AND - -
BRAD BURNW TYPE B WITH REEVES ON EACH END DESIGNED HDR AT EACH GATE POST. AS A MINIMUM ONE VERTICAL POST SMALL BE
EXOTHERMIC WELDING. - - - - WHOM TO THE GROUND RING IN EVERY 100' SIRVGHT RUN OF FENCE.
4. GAME JUMPER SHALL BE INSTALLED SO THAT R WILL NOT BE SUBJECTED 2. HORIZONTAL POLES SHALL BE BONDED TO EACH OTHER.
TO DAMAGING SDWN WHEN GATE IS FULLY OPEN IN EITHER DIRECTION. - - O_ BOND EACH HORROHTAL POLE/BRACE rO EACH OTHER AND TO EACH `
VERRCAL POST THAT IS BONDED TO THE EXMERIOR GROUND RING.
FENCE GATE GROUNDING DETAIL "♦ - 4. BOTH THE FENCE FABRIC AND BARBED WIRE SMALL BE GROUNDED AT
- - -
. ANY AND ALL BREV( POINTS. f
SCALE: N.T.S. _ � -. r .. ... -
` FENCE GROUNDING DETAIL
SCALE: N.T.S.. -
4
JA 20 Blanchard Road: Suite a SITE NAME: R: M DOW STREET ®
Burlington,MA 01803 SITE NUMBER: MA-BOS7546-B dearw. re ) ' GROUNDING'DETAILS
tel.(781)272-6200 5SALE DOW STREET M
fax(781)272-6225 SALEM. MA 01970 4a00 O a/z6/to rsslrm FOR LoxsmuLTroa wLc ail PLM .
A E R I A L CARILLON POINT
S P E C T R u m e-mail blocke@aerialspectrum.com _ KIRKLAND WA 98033
NO. LATE RENMSIONS m cNX v ✓ .ue xwMR BEET xuuarn
W 6HOMN' OESMNEO Br:.a oPAWN Br: wLc 3120 -G
:.
2.
TS
IT CTRICAL,LEGEN
3 00 VAN13ED SIE
FLOOR MIN. MAX. MIN. MA%. - MIN MIN F VARIES m LOw MEA PWD ARU TWO.COURSES OF-1 POSE AND'CAP (6 HIGH)L ELECTRICAL
PA 11 SQUID,SAME WHIHEDD �n
4, FL . THIGH. PIPE ANNULAR ANNULAR-FILL MAT.FORM. NAT: RATING. a Sy * '- L'' BRUNIMBUS PAVEMENT'+ Fll5➢NGPANR BOMN.SWfAfE W1NIE0 +
WALL DIA SPACE SPACE. THIGH. THICK. . . ", n .. [ w;." 5,ME YELLOW WARNING OISCONNELi „ _ •4-.
F S i a A. 2 3 6 2 t E 1 ' 2 3 a 2 - ` " TAPE IGH VOLTAG �'55WW �' UM TPE -
F 3 S a 6 6 3 4 t 2 3 4 2 .. / f.. RM.owl - 100 MR.ME ff 1 PHASE
1 3 e BAW/CUT TO STRACHT EVEN p .. TEIEN
4 12 1 12 3 B 1_6 1 3 1 3 EDGE BEFORE PAVING - CAME B EAZER
F 4 I 2 6 3 6 T 3 1 2 3 - GROUT ALL VOIDS - -
AROUND SLEEVES / 1, • - ELECTRIC SERVICE D 2- D
F 4 12 I 3 B 1' - - 2 1 2 3 �/ - BOB. aO LRC CONDOR XW NIP OISL54 A
W 1 2 t 1 2 3 B 2 t B I 3 1 2 3 SEALANT / - ,` �v` :' B'GRAVEL;BASE� �' '
33 ✓ ® $YAIIX MOIXIFD SI AfF .
.. W - a
W 6 12 11 2 3 6 I IIA 2 12 3 p- _ }T "'_ 0 , pl NOBLE PSCMNEI WER JDUUED NAP R'
8' - -
IRA44EM KS,W PICS MOUNTED MMM
THROUGH P NETRANTS - - _ R � _BJLL-W NSES.IDRFACF uOLWIFO
— ° ''�'�>� CO4PM.-IED B4CKFILL - ROPOSED �"
ONE METALLIC PIPE. CONDUIT AL TUBING TO BE .?• MIN ® .WREN 0125 I:.TS STOLE INSTALPHk
.' � � CONCRETE PIER D-2ARK
WITHIN
THE
EITHER CONCENTRICALLY OR ECCENTRICALLY CONDUIT 6 MIN �ij� 20 SECTOR
RS Ka15'EMO TED I t`
WITHIN THE FIR ESTOP�STSTEM. PIPE CONDUIT OR COMPACTED ALL SIDES GRAVEL. - Oj 9XC➢CH RO%LRFACE UCUX1Dl 13'AfF
TUBING TO BE RIGIDLY SUPPORTED ON
BOTH SIDES OF BOOR OR WALL - NOTE - 0' P MIN. ON ALL SIDES
CORE HOLE I I/Y. LARGER THAN 4 + '.... F1WilD MMXG
TIE DIAMETER OF THE CONDUIT. 4
FORMING.MATERIAL SHALL BE A MIN OF CORE DRILLS TO BE'SE4LE0 WITH " NOTE FINISHED GRADE NONE RJXq mMUON 210+IIIX X 3/(
11/2' THICK OF MIN. 40 PCF MINERAL _ $LASTOMERIC 6GlANT. SCHEDULE b CONDUITS F'OR NEW ELECTRICAL,AND DETAIL AS SHOWN IS FOR —_ CWO}T DOR. -
IELEPHONE SERVICES. PROVIDE APPROVED PULL BOXES ..SECONDAM ELECTRIC SERVICE.
WOOL BAIT INSU ATON FIRMLY PACKED _ y/ I, • .IPF - ABOW RAI am '
IN OPENING, USG INTERIORS-OPE SAF AS REQUIRED.ANO COORDINATE'INSTALIATION WITH ALL PRILWIY HIGH VOLTAGE SERVICE .I UWK UNUDS OMEAmff NOTED
UTILITY COMPANIES FOR INTERFACING AT TERMINATOR UIR 4 CONCRETE C - .
-REO ES
i - PoIHR. PROVIDE NLL LENGM.PULL ROPED. ENCASEMENT - - - WP MAWFPPAWf
rwcKNEss of sGLANT APPLIED ausH w/THE Toa SURFACE of BOTH sores PIPE AND CONDUIT PENETRATION � � .'- --
} OF FLOOR/WALL (SEE TABLE). USC INTERIDFS-n BE DETAIL IN-NON-RATED PARTITION -
. . . � ` RI fA[UM 6AµT IXIFMM1VIFA 9
UL SYSTEM NUMBER: CAJ1020 - A,
ME
F RATING - 3 NR. - _ TRFurH Nr MOTIFS. MXT
MIN. FILL F 'l - CALL"Be BEFORE GIGGING. GRE i0 BE TAKEN %WI ,KILOWAR MOUA -
PIPE OR ANNULAR MATERIAL RATING WHEN TRENCHING PROPOSED UIILIDEE HAND OIG AROUND L'I C cKWIT
PIPE AND CONDUIT PENETRATION.. - coNDUlr SPACE IN. THIO%NEED HR _ ,wFAs of EXIsnNc U/c LrnlmEs AS ro NOT DISTURB.
_ .1 GUVANI¢D Mm CONDUIT -
' DETAIL IN CONCRETE OR MASONRY CONDUIT .3 :- i i'4 i. - -
. - . BURIED CONDUIT DETAIL - z ` CAI
ONE 2-m METALLIC PIPE °R CONDUIT - 5�p µB METER BASE DETAIL �1 1 wawD
ONE 2"0 SCHEDULE 4U PJC PIPE TO BE CENTERED TO BE CENTERED WITHIN{IRESiOP SCALE: N.T.S. I o� XASI@fMAPO ppR oNECXSO CI CONNECTOR
WITHIN FIRESTOP SYSTEM. A NOM. ANNULAR SPACE SYSTEM. PIPE SHALL BE ��/ •CIDWEID.LOHHECIIDN _
OF 5/16' IS REQUIRED WITHIN THE FIRESTOP SYSTEM I/4 ITP'
PIPE SHALL BE RIGIDLY SUPPORTED ON BOTH _ RIGIDLY SUPPORTED ON BOTH SIDES - EG {WIPXEXT LRWNB BAR 0004 NSUO C CONNECTION
OF WPLL/FLOOR ASSEMBLY .CARMEL➢COHHECIION
SIRES OF WALL/FLOOR ASSEMBLY FLEXIBLE AT METER
CONDOR —G— GRAND GTEEM MKS,SIZE AS XOIED
' - (E%CEPf AT METER BASE. USE RCS) � -
URHB VIRIX6 _
B 011 CB&E
FILL VOID WITH CAVLK, FINISH GRADE 8• O S/ANS'GUM OAS STADIUM STEEL FRI WB
FLUSH WITH BOTH SURFACES OF - _ -
. 0
WALL (SEE TABLE) ^ _
PACKING MATERIAL SHALL BEA MIN. L - SEALANT: TRENLO INC FINDS IIT«TI Rpt W T xE[NwICN
1/2-THICK OF MIN. 6 PCF MINERAL FLUSHMEMSTOP-WBM _ _ _ _ COPRCSSIDv ttMt CM[CiION
_ _- - FPL �PDV[R F�TCtID1 GBIMI '
WOOL BATT INSULATION FIRMLY PACKED ; 0.1-M.H.FI£CWW6 NAF%FA nOTEW tEKSt&L ,
IN OPENING. FILL VOID W/A MIN. OF 2" -
FICK OF SEALANT APPLIED FLUSH W/THE
FOR SURFACE OF BOTH SIDES OF FLOOR/WALL - UL SYSTEM NUMBER: WLI051 RIGID STEEL CONDUIT -
SEAWIT: SPECSEAL 500. 501, 502 OR 505 - -
SEALANT BY SPECIFIED TECHNOLOGIES, INC. F RATING - t $ 2 HR. -
- UL SYSTEM NUMBER: CAJ2057 - -
F RATING - 2 HR. - PIPE AND CONDUIT PENETRATION PW CONDUIT(SIZE As - -
SHOWN ON UYOUR) .
PVC CONDUIT PENETRATION - DETAIL IN GYPSUM WALLBOARD - -
DETAIL IN CONCRETE ORMASONRY - RPJVC)MEMMIGHO BER° - - - - -
- LATERA:BEND W - NOTE: - PROPOSED UBLM ROLE
CONTRACTOR i0 FIELD VERIFY EXACT
MA% DIA. NOMINAL SEALED COVER _ LOCATION OF CONDUIT SNB-UP.
OF THROUGH ANNULAR FILL
MATERIAL TYPE WFATHm HEAD
PENETRANT SPACE IR
110 U - PRONDE 10' MIN. SLACK FOR- -
z 1 Fs IF..MO SEALANT - _ CONDUIT STUB-UP DETAIL �� UTILITY COMPANY CONNECTION. PPoFKDSED NEPER AND DISCONNELTe
ONE 2"P SCHEDULE 40 PVC PIPE SCALE: N.T.S.
TO BE CENTERED WITHIN TREETOP 1/4 bP'
SYSTEM. PIPE SHALL BE exrnuw ww�d-¢+s--•
RIGIDLY SUPPORTED ON BOTH SIDES /Aywve vro eeq,eee) 1B GAUGE GM ALL ,
OF WALL/FLOOR ASSEMBLY 6. - -
\ 6"NIH. ``
FLUSHSEALANT, MIN.BOTH
I /a- THICK. - GRC GEORGE, - O FLUSH WITH BOTH SURFACES OF - - -
WALL FOR Fo 2 MR. ASSEMBLY, $/R- _ - - -
THICK FAR 1 HR. ASSEMBLY. A 5/B -
IRMIN AROUND CONDUIT WITH A -
SE EDN. LAP MOUND OPEwEC - PROPOSED GROUND CONDOR PER COATINGS
TORP-FT'L PROTECTIVE UTLIIY COMPANY REQUIREMENTS
COATINGS CORP-FSP l lD PVTtt I
OR FS1900 SEALANT
UL SYSTEM NUMBER: WL2038
F RATING - 16 2 HR. -
PVC CONDUIT PENETRATION - - — �\ ��" - - �. ED -
ROOF PENETRATION
DETAIL IN GYPSUM WALLBOARD NOTES. - - RADIOEOUIGNENT CONNECTIONS
SORPER
1.WHERE ROOF PENETRATIONS ARE REQUIRED, THE CONTRACTOR - -
SHALL CONTACT AND COORDINATE RELATED WORK WITH TRE (3) /3/0 A (1) /2G 24
PENETRATION DETAIL / I BUILDING OWNER AND THE EXISTING ROOF INSTALLER. WORK - IN 2-CONDUIT
ET SHALL BE PERFORMED IN SUCH A MANNER AS TO NOT VOID THE - - IN
ROOF WARRANTY. -
LONG RAdU6 BEND -
3. CONTRACTOROA TO VERIFY EXISTING I C E FIELD.
S AND NOTIFY - -
ENCINEFA OF ANY DISCPEPENCIES M THE FlEm. UMEMO NDERGROUND
TO RUN INSEE PROPOSED -
UCATIONOUND TRENCH TD COMPOUND -
BR ION IN 2-PJC CONDOR PER LOLL POWER RISER DIAGRAM �1
.. U11UTY CO. REQUIREMENTS -
SCALE N.T.S. .. ,
MAKE ALL CONNECIpNS AB PER
1111O1T COMPANYS REOUIREMENR. _
/ y 20 Blanchard Road, Suite SITE NAME:52-60 DOW STREET • ® ELECTRICAL DETAILS
Burlington,MA 01803 SITE NUMBER: MA -B clearw re �' ) AND NOTES
tel.(781)272-6200 52-60 DOW STREET
(ax 781 272-6225 CARILLON POINT D /36/10 ISSUED FOR EwsmucroN KID RAL PLM
A E R 1 A L ( ) SALEM, MA 019J0 _ 4400 N0. DATE REVISIONS BY CNK P' i At0 NDYNR - R6ET wueER
S P E C T R U M e-mail blocke@aerialspectrum.LOm - KIRKLAND, WA 98033
. ... . ...
As sHowx ,. pESIGNm er: RAL DRMrm rn: EDD 3120 rE-0-' .