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Town of Barnstable Buildln COard'So T at: ,,,,,,,,w,,,, it is. i.vbl ,,,,cm o treet.R roved Plans Must be lie#ained'on nb an'dthis"Card Must be"Ke t r tAR2VSTABlF..1:!I � r ," �; L `��:£a'�€Y',,,r, �a-�` .��. . I�pt � � '" �� s .s,' pi �9.i • osted UntilFinal InspectionHasBeen Mader " £,_%46:" ; . : e Permit Whereat ert�fic tE o Oc u anc .�s.Re u�red°such Buildin shall Not,be ccy red unt�ta Final In ection 'asbeen mails ya ._ '. l pcluy.vn cy: . .t..g141 kssujI " i I y� < (o, , g„ • .,,,,. ^ z p ;. , ,tea ��.M,Q i',;` 1 Permit No. B-17-1670 Applicant Name: DAVID COOPER Approvals Date Issued: 06/13/2017 Current Use: Structure • Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 12/13/2017 Foundation: Location: 1118 MARY DUNN ROAD,BARNSTABLE Map/Lot: 333-016 Zoning District: RF-1 Sheathing: 1 :,11:!.•;',::•''.;, riTtrif IT!'Owner on Record: BARNSTABLE,TOWN OF(BRNWATER) h Contractor Name: DAVID COOPER Framing: 1 Address: 367 MAIN STREET P loll s Contractor Ucense*,CS-108961 2 HYANNIS,MA 02601 t ' � Est Project Cost: $5,000.00 Chimney: Description: remove3 surge arrestors and power cables install 3 remote radio Permit Fee: $160.00 Insulation: heads(rrh)&3 surge arrestors and pwer cables on rater tank Fee Paid: $160.00 Project Review Req: remove3 surge arrestors and power cables install 3 remote 4 Final: � � �, .Dates 6/13/2017 radio heads(rrh)&3 surge arrestors and pwer cables on water 7' ,, tank " � ' ,, e7 Plumbing/Gas \Rough Plumbing: L RBuilding Official Final Plumbing: am. . .. This permit shall be deemed abandoned and invalid unless the work authorize by this permit is commenced within six months afterissuance. Rough Gas: All work authorized by this permit shall conform to the approved application andhthe approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structuresshall be in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access streeto�roatl and shall be maintained open for publmspeo for the entire duration of the work until the completion of the same. I' , • Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Buildmgand Fire Offic il als are provided on thispermit. Minimum of Five Call Inspections Required for All Construction Work ir,-,, : ,C �� 7 . � Service: P q �� u � � � � 3 r ��" yA 1.Foundation or Footing iiii � `§, �3 � �„ Rough: 2.Sheathing Inspection ' �� �' � � ... 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation - 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department - Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 1 ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION '. Map ! Parcel V ., ^� Application # 4-if-7- I l 0 Health Division Date Issued 6 Conservation Division �/��1 Application Fee Planning Dept. Permit Fee /60 Date Definitive Plan Approved by Planning Board Historic - OKH Preservation I Hyannis Project Street Address ///s f'' ry 2)cez,.-, ,P- Village Owner Z .-�-.,,s¢4_6/G e 77, . Address q7 7// Xe,-„,,,,,A Telephone STO S'- 7, g- 96/7 X 3rd,7._. ,41›,,$h,, /WV 0:=2-(%3 O Permit Request , ,,,; . S (Se,i5' -r 37 o 2_s - pc) c,..�/�.sj' - - /i S7- -// 3 /7e.7i o,' . 2�,fi z+ ,4' ds ( 'eh'*) -3' j ,S'vrre__ 2ir sD-o-s 2hd Dover C 6 /cc 04, L' fe-d `7—en .. Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new 0 Zoning District RD-- 1 Flood Plain Groundwater Overlay Project Valuation .DODO . Construction Type e.,2 ,' Lot Size Grandfathered: ❑Yes ' 0 No If yes, attach supporting locum tation. TA Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) r;i `a . -n Age of Existing Structure Historic House: U Yes 21'110 On Old King'. Highway: '0 Yes CNo Basement Type: ❑ Full 0 Crawl ❑Walkout 0 Other 70 Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft)! - ) Number of Baths: Full: existing new Half: existing I new €n Number of Bedrooms: existing _new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 0 No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size Barn: ❑ existing ❑ new size_ Attached garage: 0 existing ❑ new size _Shed: ❑ existing ❑ new size Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial l�'Yes ❑ No If yes, site plan review# Current Use 4.)4.1e'7-ank. 4/, �c/c c'aev. Proposed Use G✓a--re.- i�hA_ i/V'e./e•ecien m APPLICANT INFORMATION (BUILDER OR HOMEOWNER) U a b i l Colo e{- Name -ea,.s rnie, 7. /e ecr6Telephone Number WS,V6 96 Address /0/3# .A.,l,,�! , ',--' License # CS /O99‘/ (''.6/.n 6 Alb 2io yI Home Improvement Contractor# Email Jc),7c{^err3 e emp.., re/c.ed,,, .cam Worker's Compensation # /t. V PO l9V o/ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO /4, els'c &2 3i/,e r-ic 4. /l7f) 0/P SIGNATURE ILl DATE 12:21/ FOR OFFICIAL USE ONLY 4 APPLICATION # DATE ISSUED 4: MAP/PARCEL NO. ADDRESS VILLAGE OWNER . DATE OF INSPECTION: FOUNDATION FRAME INSULATION ., FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING c DATE CLOSED OUT ASSOCIATION PLAN NO. r • 0111 EMPIRE • om December 1,2016 Barnstable Water Co. 47 Old Yarmouth Rd Hyannis, MA 02630 Regarding: AT&T Antenna&Equipment Upgrade Property Address: 1118 Mary Dunn Road, Barnstable, MA 02675 FA#10071549 Site Name: MA 1290/Barnstable Water Tank Lessee: AT&T Wireless PCS,LLC("AT&T") Barnstable Water Co. : AT&T currently maintains a wireless telecommunications facility at the property address noted above. This letter is to inform you that AT&T has contracted with Empire Telecom LLC to install and upgraded equipment to the above referenced facility within the next 3 to 6 months once your consent has been received and the necessary permits have been obtained. This process involves adding additional radios(RRUS)to the existing Antenna Mount on the Water Tank next to other existing radio equipment. I have included a copy of the associated drawings for your review and approval of this request along with the passing Structural Analysis. As prior requested AT&T will also paint the newly installed equipment and the existing cable tray sections that need to be replaced once evaluated to the specifications received which will be issued as part of constructions Notice to Proceed. Painting requires 44 degree weather in order for the paint to dry accordingly and will be scheduled in early Spring when weather permits. So as not to delay installation of proposed equipment this may occur before the painting occurs to afore mentioned equipment. The installation of the new equipment should take approximately 1 week. Once installed,Empire Telecom may need to return to complete troubleshooting if there are issues while integrating the new equipment. Please review this Consent Letter and associated Drawing details. Please sign the Consent and the front page of the drawings return to me at the address listed below or by email. Please feel free to contact me at the number or email listed below should you have any questions. Sincerely, Yam c&ckinem, John Coleman Site Acquisition Manager 1150 1st Avenue,Suite 600, King of.Prussia, PA 19406 Mobile:240-997-3977 Email:jcoleman@empiretelecomm.com , • EMPIRE` iecom December 1,2016 Barnstable Water Co. 47 Old Yarmouth Rd Hyannis, MA 02630 • Regarding: AT&T Antenna&Equipment Upgrade Property Address: 1118 Mary Dunn Road,Barnstable, MA 02675 FA#10071549 _ Site Name: MA 1290/Barnstable Water Tank Lessee: AT&T Wireless PCS, LLC("AT&T") Consent Acknowledgement: • Signature: Printed Name: fkCkft Go jVS e,{ Date: M 2 I 7 Enclosures: Construction Drawings 1150 15t Avenue,Suite 600, King of Prussia, PA 19406 Mobile: 240-997-3977 Email:jcoleman@empiretelecomm.com r I w r _ - -- - - (REVISED) STRUCTURAL ANALYSIS REPORT For MA1290 (LTE 2C) BARNSTABLE MARY DUNN RD Mary Dunn Rd Barnstable, MA 02630 Antennas Mounted on the Water Tank i (\ tip ‘1. . t � „Ast \rA/ `t',"i,*140 ' "i'''' - 2 1� � a it ......4 ::: it. 4,,- ',,,, . s , ,y a.S.,.#� ;hf — rn Prepared for: 44.0000 `` at&t EMPIE RE telecom Dated: April 4, 2017(Rev.2) ZHOFM,q July 28,2016 (Rev. 1) o June 20, 2016 DHAMMP yam g CIVIL e Prepared by: , No.40720 i\A. 9Fp� f.' ci 04 �, STEP . / f ft„...... ,hai. rii_ Hudson H4 Design Group uc • 1600 Osgood Street Building 20 North,Suite 3090 North Andover, MA 01845 Phone: (978) 557-5553 www.hudsondesigngroupllc.com 1 , Hudson Design Groupuc SCOPE OF WORK: Hudson Design Group LLC (HDG) has been authorized by AT&T to conduct a structural evaluation of the structure supporting the proposed AT&T equipment located in the areas depicted in the latest HDG construction drawings. This report represents this office's findings, conclusions and recommendations pertaining to the support of AT&T's proposed equipment. This office conducted an on-site visual survey of the above areas on June 6, 2016. Attendees included Sergio Anastacio (HDG-Assistant Project Manager). CONCLUSION SUMMARY: Water Tank Plans were not available and could not be obtained for our use. A limited visual survey of the structure was completed in or near the areas of the proposed work. The following documents were obtained for our reference: • Construction drawings prepared by Chappell Engineering Associates, LLC dated January 27,2014. Based on our evaluation, we have determined that the existing structure IS CAPABLE of supporting the proposed loading. APPURTENANCE/EQUIPMENT CONFIGURATION: (6) 800-10122 Antennas (75.4"x10.3"x5.9"-Wt. =62 lbs./each) (3) AM-X-CD-16-65-00T-RET Antenna (72"x11.8"x5.9"-Wt.=49 lbs. /each) (3) RRUS-11 RRH's (19.7"x17.0"x7.2"-Wt. =51 lbs./each) (6) LGP21401 TMA's (14.4"x9"x2.7"-Wt.= 19 lbs./each) (3) RRUS-12 RRH's(20.4"x18.5"x7.5"-Wt. =58 lbs. /each) (3) DC6-48-60-18 Squids(20.1"x18.2"x6.4"-Wt. =44 lbs./each) *proposed Loading Shown in Bold. Referenced documents are attached. Hudson Design Groupuc DESIGN CRITERIA: 1. Massachusetts State Building code latest edition, International Building Code (IBC) 2009, and the Minimum Design Loads for Buildings and Other Structures (ASCE 7-05). Wind Analysis: Reference Wind Speed: 120 mph (780 CMR 1604.10) Category: C (ASCE 7-05 Section 6.5.6.3) 2. Requirements for the Design and Approval to Mount or Modify Communications Equipment On and Near the Hyannis Water System Storage Tanks. Wind Speed: 130 mph 4---Controls 3. EIA/TIA-222-G Structural Standards for Steel Antenna Towers and Antenna Supporting Structures. City/Town: Barnstable County: Barnstable Wind Load: 115 mph Nominal Ice Thickness: 3/4 inch 4. Approximate height above grade to the center of the Antennas: 98'-0"+/- 1 Hudson Design GroupLic RRH /SURGE SUPPRESSOR SUPPORT RECOMMENDATIONS: The new RRH's and Surge Suppressors are proposed to be mounted on the existing pipe masts and hardware secured to the water tank.See the attached drawings by Chappell Engineering Associates for connection details. Limitations and assumptions: 1. Reference the latest HDG construction drawings for all the equipment locations details. 2. Mount all equipment per manufacturer's specifications. 3. All structural members and their connections are assumed to be in good condition and are free from defects with no deterioration to its member capacities. 4. All antennas, coax cables and waveguide cables are assumed to be properly installed and supported as per the manufacturer requirements. 5. HDG is not responsible for any modifications completed prior to and hereafter which HDG was not directly involved. 6. If field conditions differ from what is assumed in this report, then the engineer of record is to be notified as soon as possible. 7. A condition assessment on the existing water tank was not part of the scope of work. i H Hudson il>0 Design GroupLic G FIELD PHOTOS: fi fg e» R , / ,.....4 , i ill j. Photo 1:Sample photo illustrating the existing Alpha sector appurtenances. tEl4li tli _____ ilitit , . "---"', ,A.,11.,?4,4%,,,,,,,:li 1y rr , 411,_ 1 ligik Photo 2:Sample photo illustrating the existing Beta sector appurtenances. ___.______„i I . _ I .i. . . __ # 1 -..4,.... . i 1 1 lior. 4 , 4, , I .,,,,, ikc- ' , , , • C: . ;tt 4 loi i A NK Photo 3:Sample photo illustrating the existing Gamma sector appurtenances. H Hudson , Design Groupuc Calculations Date: 04-04-2017 Project Name: BARNSTABLE MARY DUNN RC Project Number: MA1290 Nudson Do Designed By: GH Checked By:MSC Design Groupuc 2.6.5.2 Velocity Pressure Coeff: KZ= 2.01(z/zg)2/a z= 98 (ft) zg= 900 (ft) Kz= 1.260 a= 9.5 Kzmin5Kz52.01 Table 2-4 Exposure Zg a K:min Ke B 1200 ft 7.0 0.70 0.9 C 900 ft 9.5 0.85 1.0 D 700 ft 11.5 1.03 1.1 2.6.6.4 Topographic Factor: Table 2-5 Topo.Category Kt f 2 0.43 1.25 3 0.53 2.0 4 0.72 1.5 Krt- e t hl)2 Kh=e K=t= #DIV/0l Kh= #DIV/0! Ke= 0 (from Table 2-4) jlf Category 1 then Ka=1.0) Kt= 0 (from Table 2-5) f= 0 (from Table 2-5) Category= 1 z= 98 H= 0 (Ht.of the crest above surrounding terrain) KZt= 1.00 Date: 04-04-2017 Project Name: BARNSTABLE MARY DUNN RD4:14. Project Number: MA1290 Hudson 40 Designed By:GH Checked By:MSC Design GroupucD. 2.6.7 Gust Effect Factor 2.6.7.1 Self Supporting Lattice Structures Gh= 1.0 Latticed Structures>600 ft Gh=0.85 Latticed Structures 450 ft or less Gh=0.85+0.15 [h/150-3.0] h=ht.of structure h= 104 G?t= 0:35' 2.6.7.2 Guyed Masts Gh= 0.851 2.6.7.3 Pole Structures Gh= 1.1 2.6.9 Appurtenances Gh= 1.0'1 2.6.7.4 Structures Supported on Other Structures (Cantilivered tubular or latticed spines,pole,structures on buildings(ht. : width ratio>5) Gh= 1.35 Gh= 1.00 Date: 04-04-2017 Project Name: BARNSTABLE MARY DUNN RD Project Number: MA 1290 Hudson Design Groupuc Designed By:GH Checker By:MSC 2.6.9.2 Design Wind Force on Appurtenances F= qz*Gh*(EPA)A qZ 0.00256*Kz*Kzt*Kd*Vmax2*I KZ 1.260 KZt= 1.0 qz= 51.80 Kd= 0.95 Vmaz 130 1= 1.0 Table 2-2 Structure Type Wind Direction Probability Factor,Kd Latticed structures with trianguoar,square or 0.85 rectangular cross sections Tubular pole structures, latticed structures with other 0.95 cross sections,appurtenances Determine Cf: If lattice Structure See Manual If Tubular Pole Structure, Use Corrected Value from Table 2.7 Below C Round 18 Sided 16 Sided 12 Sided 8 Sided mph.ft <32 1.2 1.2 1.2 1.2 1.2 (Subcritical) 32 to 64 38.4/C10 25.8/C°.885 12.6/Co.e78 2.99/Co.2e3 1.2 (Transitional) >64 0.6 0.65 0.75 1 1.2 (Supercritical) C=(I*Kn*Kr*V*D D=Outside diameter for rounds: 0.25 feet I C= 36:481 Cf= 1.2 Date: 04-04-2017 Project Name: BARNSTABLE MARY DUNN RD Hudson Project Number: MA 1290 Hu 160 Designed By:GH Checked By:MSC Design Groupuc Determine Ca: Table 2-8 Force Coefficients(Ca)for Appurtenances Aspect Ratio s 2.5 Aspect Ratio=7 Aspect Ratio z 25 Member Type Ca Ca Ca Flat 1.2 1.4 2.0 Round C<32 (Subcritical) 0.7 0.8 1.2 325C<_64 (Transitional) 3.76/(C0.4e5) 3.37J(C°_a15) 38.4/(C1'0) C>64 (Supercritical) 0.5 0.6 0.6 Aspect Ratio is the overall length/width ratio in the plane normal to the wind direction. (Aspect ratio is independent of the spacing between support points of a linear appurtenance, and the section length considered to have uniform wind load). Note: Linear interpolation may be used for aspect ratios other than those shown. Appurtenances Height Width Depth Flat Area Aspect Ca Force(Ibs) Ratio RRH-11 19.7 17.0 7.2 2.33 1.16 1.20` 145 RRH-11 Side 19.7 7.2 17.0 0.99 2.74 1.21 62, RRH-12 20.4 18.5 7.5 i 2.62 1.10 1.20 163 RRH-12(Side) 20.4 7.5 18.5 1.06 ` 2.72 1.21.- 67 006-48-60-18 Squid 20.1 18.2 6.4 2.54 ' 1.10 1.20 1581 DC6-48-60-18 Squid(side) 20.1 6.4 18.2 ' 0.89 3.14 1.23 57 Date: 07-28-2016 Project Name:BARNSTABLE MARY DUNN RD Project Number: MA 1290 Hudson©1Di Design Groupue Designed By: GH Checked By:MSC ICE WEIGHT CALCULATIONS Thickness of ice(in): 0.75 * Density of ice used=56 PCF DC6-48-60-18 Squid RRUS-11 Weight of ice based on total radial SF area: Weight of ice based on total radial SF area: Depth(in): 6.4 Depth(in): 7.2 height(in): 20.1 height(in): 19.7 Width(in): 18.2 Width(in): 17.0 Total weight of ice on object: 30 lbs Total weight of ice on object: 29 lbs Weight of object: 44 lbs Weight of object: 51 lbs Combined weight of ice and object: 74 lbs Combined weight of ice and object: 80 lbs HSS 3x3 RRUS-12 Weight of ice based on total SF area: Weight of ice based on total radial SF area: Depth(in): 3 Depth(in): 7.5 height(in): 3 height(in): 20.4 Width(in): 12 Width(in): 18.5 Total weight of ice on object: 4 Ibs/ft Total weight of ice on object: 33 lbs Weight of object: 58 lbs Combined weight of ice and object: 91 lbs 2.375" pipe Per foot weight of ice: diameter(in): 2.375 Per foot weight of ice on object: 2 lbs/ft • new Bentley° Current Date:4/4/2017 1:09 PM Units system:English File name:W:\STRUCTURAL DEPARTMENT\ANALYSIS SOFTWARE\RAM Elements\RAM Projects\AT&T\MA\MA1290\MA1290(Rev2).et21 ' � II I 3 • ney B► ntt . Current Date:4/4/2017 1:09 PM Units system:English File name:WASTRUCTURAL DEPARTMENT\ANALYSIS SOFTWARE\RAM ElementslRAM Projects\AT&TIMA\MA1290\MA12902ev2}_etz1 HSS:v3 16 a a • H ;3X3X3 _16 }v ..,_....._•,... _ Bentley• Current Date:4/4/2017 1:09 PM Units system:English File name:W:\STRUCTURAL DEPARTMENT\ANALYSIS SOFTWARE\RAM Elements\RAM Projects\AT&T\MA\MA1290\MA1290(Rev2).etz\ Load condition:DL=Dead Load Loads Concentrated-Nodes l IFy=•0.051[Kip] sii Fy=-0.0581Kipi y Fy=-0.044tKIp] ..F.A Be ntte Current Date:4/4/2017 1:09 PM Units system:English File name:W:\STRUCTURAL DEPARTMENT\ANALYSIS SOFTWARE\RAM Elements\RAM Projects\AT&T\MA\MA1290\MA1290(Rev2).etz\ Load condition:WL1=Wind Load 1 Loads Cj Concentrated-Nodes pit T45fKipJ IFx163(Kip[_ F34158[Klp] • Bentley. Current Date:4/4/2017 1:09 PM Units system:English File name:W:\STRUCTURAL DEPARTMEhTWNALYSIS SOFTWARE\RAM Elements\RAM Projects\AT&T\MA\MA1290\MA1290(Rev2).etz\ Load condition:WL2=Wind Load 2 Loads rt Concentrated-Nodes Fz- .062(Kip] Fr- .067(Klpl Fz=0.057(Kip] ��� • e fienttey' Current Date:4/4/2017 1:09 PM Units system:English File name:W:\STRUCTURAL DEPARTMENT\ANALYSIS SOFTWARE\RAM Elements\RAM Projects\AT&T\MA\MA1290\MA1290(Rev2).etz\ Load condition: IL=Ice Load ___.. Loads ®Global distributed-Members ® Local distributed-Members Li Concentrated-Nodes rFy=-0.07.9(Kipl ',-0i 041Klprttl '0.00211(10d y=•0.033(KiP1 '} 140 (Kip/ftj t Fy=-0.03(Klpl ,f .? • w, Bentleys Current Date:4/4/2017 1:09 PM Units system:English File name:W:\STRUCTURAL DEPARTMENT\ANALYSIS SOFTWARE\RAM Elements\RAM Projects\AT&TUNA\MA1290\MA1290(Rev2).etz\ Design status 0 Not designed Error on design En Design O.K. • 1J With warnings • za� r nc, Bentley. Current Date:4/4/2017 1:09 PM Units system:English File name:W:\STRUCTURAL DEPARTMENT\ANALYSIS SOFTWARE\RAM Elements\RAM Projects\AT&T\MA\MA1290\MA1290(Rev2).etz\ N 6 N7 1'4 N8 .N1 2 N 3 iN 9 N5 Bentley Current Date:4/4/2017 1:09 PM Units system:English File name:W:\STRUCTURAL DEPARTMENT\ANALYSIS SOFTWARE\RAM Elements\RAM Projects\AT&T\MA\MA1290\MA1290(Rev2).etz\ Steel Code Check Report: Summary-For all selected load conditions Load conditions to be included In design: D1=1.4DL D2=1.20L+1.61L D3=1.2DL+0.8WL1 D4=1.2DL+0.8WL2 D5=1.2DL+1.6WL1 D6=1.2DL+1.6WL2 D7=1.2DL+1.6WL1+IL D8=1.2DL+1.6WL2+IL D9=0.9DL+1.6WL1 D10=0.9DL+1.6WL2 Description Section Member Ctrl Eq. Ratio Status Reference HSS SQR 3X3X3_16 1 D1 at 0.00% 0.02 OK Eq.H1-lb D10 at 0.00% 0.03 OK Eq.H1-lb 02 at 0.00% 0.03 OK Eq.H1-lb D3 at 100.00% 0.02 OK Eq.H1-lb D4 at 0.00% 0.02 OK Eq.Hi-lb D5 at 100.00% 0.05 OK Eq.H1-lb D6 at 0.00% 0.03 OK Eq.H1-lb D7.at 100.00% 0.05 OK Eq.H1-lb D8 at 0.00% 0.04 OK Eq.H1-lb D9 at 100.00% 0.05 OK Eq.H1-lb 2 D1at0.00% 0.01 OK Eq.H1-lb D10 at 0.00% 0.03 OK . Eq.H1-1b D2 at 0.00% 0.02 OK Eq.H1-lb D3 at 100.00% 0.01 OK Eq.H1-lb D4 at 0.00% 0.02 OK Eq.H1-lb D5 at 100.00% 0.02 OK Eq.H1-lb D6 at 0.00% 0.03 OK Eq.H1-lb D7 at 100.00% 0.02 OK Eq.H1-lb D8 at 0.00% 0.04 OK Eq.H1-lb D9 at 100.00% 0.02 OK Eq.H1-lb PIPE 2x0.154 3 D1 at 50.00% 0.01 OK Eq.H1-lb D10 at 48.96% 0.10 OK Eq.H1-lb D2 at 50.00% 0.02 OK Eq,H1-lb D3 at 48.96% 0.11 OK Eq.H1-lb D4 at 48.96% 0.05 OK Eq.H1-lb D5 at 48.96% 0.22 OK Eq.H1-lb D6 at 48.96% 0.10 OK Eq.H1-lb D7 at 48.96% 0.23 OK Eq.H1-lb D8 at 48.96% 0.10 OK Eq.H1-lb D9 at 48.96% 0.22 OK Eq.H1-1b Pagel Bentley. Current Date:4/4/2017 1:10 PM Units system:English File name:W:\STRUCTURAL DEPARTMENT\ANALYSIS SOFTWARE\RAM Elements\RAM Projects\AT&T1MA\MA1290\MA1290(Rev2).etz\ Analysis result Reactions My Jy `____+ x I Fy Mx z Fx F 4° Mz Direction of positive forces and moments Forces[Kip] Moments[Kip*ftl Node FX FY FZ MX MY MZ Condition D1=1.4DL 1 0.01076 0.07049 0.00000 0.00000 0.00000 0.04523 2 -0.01076 0.18400 0.00000 0.00000 0.00000 0.07872 SUM 0.00000 0.25449 0.00000 0.00000 0.00000 0.12395 Condition D2=1.2DL+1.6IL 1 0.01664 0.10944 0.00000 0.00000 0.00000 0.07020 2 -0.01664 0.28360 0.00000 0.00000 0.00000 0.12127 SUM 0.00000 0.39303 0.00000 0.00000 0.00000 0.19148 II Condition D3=1.2DL+0.8WL1 1 0.18899 -0.01487 0.00000 0.00000 0.00000 0.01307 2 0.18381 0.23300 0.00000 0.00000 0.00000 0.00945 SUM 0.37280 0.21813 0.00000 0.00000 0.00000 0.02252 Condition D4=1.2DL+0.8WL2 1 0.00923 0.06042 -0.06472 0.01159 0.05293 0.03877 2 -0.00923 0.15772 -0.08408 -0.03542 0.04258 0.06748 SUM 0.00000 0.21813 -0.14880 -0.02383 0.09551 0.10624 Condition D5=1.2DL+1.6WL1 1 0.36875 -0.09016 0.00000 0.00000 0.00000 -0.01262 2 0.37685 0.30829 0.00000 0.00000 0.00000 -0.04858 SUM 0.74560 0.21813 0.00000 0.00000 0.00000 -0.06121 Condition D6=1.2DL+1.6WL2 1 0.00923 0.06042 -0.12943 0.02318 0.10586 0.03877 2 -0.00923 0.15772 -0.16817 -0.07084 0.08516 0.06748 SUM 0.00000 - 0.21813 -0.29760 -0.04766 0.19102 0.10624 • h_____±____.__ Pagel Condition D7=1.2DL+1.8WL1+IL 1 0.37339 -0.05952 0.00000 0.00000 0.00000 0.00703 2 0.37221 0.38696 0.00000 0.00000 0.00000 -0.01496 SUM 0.74560 0.32744 0.00000 0.00000 0.00000 -0.00793 Condition D8=1.20L+1.6WL2+IL 1 0.01386 0.09105 -0.12943 0.02318 0.10586 0.05842 2 -0.01386 0.23639 -0.16817 -0.07084 0.08516 0.10110 SUM 0.00000 0.32744 -0.29760 -0.04766 0.19102 0.15951 Condition D9=0.9DL+1.6WL1 1 0.36645 -0.10526 0.00000 0.00000 0.00000 -0.02231 2 0.37915 0.26886 0.00000 0.00000 0.00000 -0.06545 SUM 0.74560 0.16360 0.00000 0.00000 0.00000 -0.08777 Condition D10=0.9DL+1.6WL2 1 0.00692 0.04531 -0.12943 0.02318 0.10586 0.02908 2 -0.00692 0.11829 -0.16817 -0.07084 0.08516 0.05061 SUM 0.00000 0.16360 -0.29760 -0.04766 0.19102 0.07968 ,c) ,. I '°k # * 1 0 1.i 11 1 t in " t` �' rSv (Low r--}� fir. s or �./� " L f (t?' 1 �o l ti t l O 1�d5 fu� f 0 _ FF562- IGS1-- 4 *q0•Stk\\.' F"0� u'1 0,�-12 1--A-rs = i / 5/L5 Page2 Date: 04-04-2017 Project Name: BARNSTABLE MARY DUNN RC Q Project Number: MA1290 Hudson40)0 Design Group= Designed By: GH Checked By:MSC CHECK STUD WELD CAPACITY-3 WORSE CASE Reference: Cox Industries Stud Material= Stainless Steel Stud Weld Size= 5/16-18 (ASSUMED) Ultimate Tensile Load= 2900 lbs. Maximum Shear Load= 5350 lbs. Safety Factor= 4 Allowable Tensile Load= Fran= 725 lbs. Allowable Shear Load= Fvall= 1337.5 lbs. TENSILE FORCES Reaction F= 190 lbs. (See Bentley Result Analysis) SHEAR FORCES Reaction 115 lbs. (See Bentley Result Analysis) No.of Supports= 2 No.of Studs/Support= 4 Tension Design Load/Stud= ft= 190.00 lbs. < 725 lbs. Therefore, OK ! Shear Design Load/Stud= fv= 115.00 lbs. < 1338 lbs. Therefore, OK ! CHECK COMBINED TENSION AND SHEAR ft/FT + fdFv 5 1.0 0.262 + 0.086 = 0.348 < 1.0 Therefore, OK ! ;eh Cox INDUSTRIES , , C C STUD WELDING CD STUD STANDARD LOAD CAPACITIES STUD MATERIAL STUD SIZE MAX FASTENING ULTIMATE TENSILE MAX SHEAR LOAD TORQUE(INCH/LBS) LOAD(LBS) (LBS) 6-32 6.0 500 375 LOW-CARBON 8-32 12.0 765 575 COPPER FLASHED 10-24 14.0 960 720 STEEL 1/4-20 43.0 1,750 1,300 ' 5/16-18 72.0 2,900 2,200 3/8-16 106.0 4,300 3,250 6-32 10.0 790 590 8-32 20.0 1,260 940 j STAINLESS STEEL:304 10-24 23.0 1,530 1,150 1/4-20 43.0 2,880 2,160 5/16-18 72.0 2,900 5,350 3/8-16 106.0 4,300 7,150 6-32 2.5 200 125 8-32 5.0 295 185 ALUMINUM ALLOY: 10-24 6.5 380 235 1100 1/4-20 21.5 670 415 5/16-18 36.0 1,125 695 3/8-16 53.0 1,660 1,000 6-32 3.5 375 235 8-32 7.5 585 365 ALUMINUM ALLOY: 10-24 10.0 735 460 5068 1/4-20 32.5 1,360 850 5/16-18 54.5 2,300 1,400 3/8-16 81.0 3,400 2,100 6-32 8.0 600 390 8-32 16.0 860 560 BRASS: 70-30/65-35 10-24 18.5 1,040 680 1/4-20 61.0 1,950 1,275 5/16-18 102.0 3,280 2,140 3/8-16 150.0 4,800 3,160 MAXIMUM FASTENING TORQUE SHOULD DEVELOP FASTENER TENSION TO SLIGHTLY LESS THAN YIELD POINT. Hudson • Design Group= Referenced Documents • • , - i.4),..-- - - • . I • , AA''""" •.4%-• ''':„,„... •". .*•:, . • ,........,.....- ,.....,,.._--...-- ,..,.... ........promMallia., PROJECT INFORMATION -tr- tom Tit ANN ...ftsiKtic.....-V-No 1..411.11,1'..i.• f •.N1X ....'" OMM•44110.-1,0.-..rxr.;.31f '''S''''."11' '0, '. elliiM•or, 1. _-• 'd...ZSt' r.OKIrrOa•re Mr33 4.10.01-,. . 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Pr PROJECT INFORMATION —� tow I t�_—_ '^ftca[K! .ry<L:.,IM'ri„:n"'G.,*501 I11C'!••••••011,...r.vL4jm L r Mel lilt W.^v.W.* • ----. MOM Ceti N.',V bt4:ir.'mat e-. 'NV.••••••1 �.dS althVn •1.01T . .m1•. .7,)m11 Ire Arr. n,.,1w•0,11,1_I ATV- SITE NAME: BARNSTABLE vv wR TANK n.yag!Lt III P'!vrYR:.,..•C.rat,I,, 'RAW, ""'I " t ".4"�,, AT&T SITE NUMBER: 129C :x ro?K H 10.1 WW1.U* A 1. TOWN OF BARNSTABLE. HYANNIS WATER SYSTEM, MARY DUNN 2 WATER TANK N6*D1N:V.. OCK10t'm 10 I.J W,..r. S3(OA,II SIR CI.K•a;tC Na is __-- -- IC/Mk 1RT -.,AN10 VIOE R KIr Olmt c0u0T!0*4 JTeMN•IT0 a T4. -- -- --_ - -_ - -- --- -__— —--- wow!r.a 1.c YU"'a tN1 Rim VICINITY MAP SCALE: 1"=1000' DRAWING INDEX TJ,.L"I:�'K+�' rat i7 Me.1��AAL Ti --_ SNEE• DESCRIPTION RR, t• �17;0 .b f 1 i. `� r01 TITLE SHEET APPLICABLE BUILDING CODES AND STANDARDS ... ,-'1 r?l61 Z' •et ,P;+=.1_ - S'�V u1w.l .�' Go+ GENERAL NOTES r -- — rnJ`* _. 1�-.<++ r sx ll u�/. , 3� 1- Ao, COMPOUND PUN .A A02 ELEVATION r41torlrrl•:MO/.aK1 MA!GM PADELI%Wa11W TAM S1KY:NO May,St. 1',,‘.Lr�7�(']J[(T+ ,1:7- J ,•l+ , o '�1 ' arcs ow,IA AaoltP Nan AND Kau mum am1 -, �+' ... o, { • .!Ingot wow WaLWO r r 2, �r ,,����1LL�/// ~ ro 4lamMaa[t-•VAtI VN{MVO t/11 t4 rwtrtAyt WO.,LlA1[,Atp tlt4 t006.: 7 �, • ✓'` t 11 O• Q A03 ANTENNA MOUNTING PUN A DETAIL 1. AOIVR (, X.01 1uvA•._..FEM.110•:( 10'1Q LO:KUw IK Na.,1:a ty • �1 {`�j W� 1,.n••ay,..tr,L:l•r.rr w 1N1! -n cn,R.,•1.a.p0�.y1 ypRw,,,, t �M � �fr1� • ,1�y n � . 2 ��f� r} �, r. A04 TANK MOUNTED EQUIPMENT DETAIL ) a "j..}r •-r 1r:S hit....<ot?tt.. fL`al 5S A.(/ SSITE J0'- wr `}'-� •� fti4 -;,..Ave.-.2 AO EQUIPMENT DETAILS l.4C RV CT_L. r� H)I 1r ^ ��`N !�� ] � E01 ELECTRICAL DETAILS 1 WOK.PJ At%110rdM IGiKWN.1(W . A \Vt I f CF i` r �•�l�T� r 'F 111 Vrt tUFllq/1 two iut!:11rt,1 •... '`•�' /} 1 i w o .i .1.4.. E02 GROUNDING DETAIL J .4% \ .a✓,� �1i te" ..ts. .A'r�Q:C i_.VeaiRt L...µ 7Q 1* OUST! 1.,11•m U.0 514 P..n....0 C•x•t .n..•t1n:rw•:Ir-,_1L w cuN:Lrn '"+�a1 6+�•s'�„ ^ ems ¢ ,rt � ,��''f n f .sit L ru, r t >(1 cM.rclrl/w s.39 IruAM S11[:w Ir.nur cs.M.T.• .1 .j -y !'t- •tc�NL•t `, .n n.,stnxlDP'(Ta •a ,NP.+.-+1WN slwnur UK .;� 'T VI ��I ir('t�it4►- '�e`,��®1rl� W1f7 H N G.ts'JAML'0.VI'rlRU5ILFIS At Cl/.u.wUSTP.*AM:tt'K1ur avn OWL, .. 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'-••U11t toqQE Wow ow.rrl 0) 4 VP Co.i.11.401e.0 •: ••- YIIITtltJfs tiO0M0 I PA-�r�O DNA, BAND ALITFNNA, PROPOSED SURGE StUPPRESSION. 7 00N1ENIIS.DETAIL, (' i EQt1IPl.IENT DETAILS(4 t GPS ii0LINTINC DETAILQ to All. 1 DETAILS() Dv,.macs�•. e• ... _ +, t WSW �... ��'Mr ooasR+�r:.. ` °Av47t uom wm BARNSTABLE WATER TANK ra teo+Ptwr En ® r\?` AT&T MOBILITY I I" udrunrr4 '4 i i rr- Ate anem®r act ( 9 i3 t at&t � �. .�r,��� , . ".�rn44WhS.rtc �' v r_: SITE M 1280 -" tr'O1W^IN OL'fot .a Wii lmsim:rOr �itZ r MDU411NG P(A4 is DETAILS 4 py + ..s.�.o.•r..rncn, - fr,0 MAP,OUwI Rwf. tat.. qq },t' -- mom ' - _ ] OAW SIDLO L KR 02075 p GYAAKf; I��Wt 1{AAVVi,{{ 4�- �0�tt 44 g, -. _ 4 ._i.W±' OIO� 7 ,.Offer ... 1.-t/.7 J i 1 7. • Id,, `lam • - . . .... -,.. PIP1W- ,.• -.- ..,‘;',,, .. -- . 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SAP l $l{�y s ri i': ` N l ;/% % l L[YlE ♦ 1: 30 '% s54Put warm:r iDRW�F t hs pestigRS i ,}r8} F -" o •k .�„�f�v/ 3 twra �c r axw wE ,-,-,1 ,{0 ,i�'it',ir f y: 1/ rr{,1i >, caw a<[c«ao.uxa aac mr P r uonm 4 _4:-44 ...� xySaII+fO/Sr11 v1111.r NTZ r x l:57 Part ee® j. 2.311.WI¢Ary pa O PaiE® L un snm xm<u�M "< 'naw rommc.AVN asu� avuu K�tx*°w» /', r • O� r _ Ea dCaR R91'a-W 4a.N.VMS 94a]'m. Mara '-'•�tt: extra.oo er i:. ;: i•. y.m�vuk x:11. /ia.0)m° 4cu}a44°=t x we es ssi+a mrac WI I N 11 IS MA - kir�Y.a.<mn amtliiil'S MA-�xfA'w0'A11rM7 Tx SY�n ] re¢My feat-m!f']ex a+)rm:WI NU MIDIS MA wr xm�:nc r a m AND us?AM 4vee.. CL(1- - ,x 1 x ` ' TYFtCAI FF1+tCr.DQAiG _ SHEET'METAI EN'' ( '� E BI47d T w0.c air -r.c as• 9caoaxa. 4y .- <ta; . . 9 -,r to !Y... a-le. - - - \_ / ' wrt is ...-. , ^SI]16..14 ri._ 04 q eain Rel.m�erar xwt *uarl r]en):it" `) y ' \ AT&T MOBILITY 'r •- s mrnio:�.r taemacror ` •�tltlrisi r� BARNSTABI.E WATER TANK • '� •�(j, t + " mr eosro�i".n`s4RO". res- ^1yr, .59'carn(itwL RO4De f 1 �l Eour')AdIIrt DETAILS' i. s M,,,,..+) w<p..Kuot<r.urn) SITE N 1280 ,. • M` w1 otrRdt ?an+nx etac..m..scrx�. - .eo . t ' II•A<. ....- •.+n.,:.ia<a. rite wart otiMw aaD :.. t� exaamelt.W Awn _ i-,a ].rn:-- aesratn au _. - �: . >'f sus'.. 1100 ADS ) t f ' • • arn t :. .�n°' Os3 t-.. AIN.SiRt'eIa+,K.�W.p.Si.L, ' ,• ,a4 4. 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L•" r „u.+7A6sE nt ms>s ya '�' [3fa3 a11 tifCTPoCaL DEZacs �. rre' �. �i �f sf<@ /r -. .----- ' . • -44-3 ,.41 4,7.4647.,,-„s3,7„.44,,,,.... ,•.- .- 4'.e 4 /I ' f .t,11,,,..1t...f tejoit* ; Lt.:., e4;,."- -_ ---- -. , - . ..-- ,I. , .4)4 . ....,• ...„ • i j• . , *•le,et'...„...41-1*. *t''' . ' . Pr •-,XX 1 - • . GROUNDING NOTES 1 nesvoRtrost0.1600, 01101, 14,00. , '072'42.29'="2P'Wouftmccasie. i212. ***i6 fOr1Fritl V at Alt It Itt-OXIAIL At. , I ....„.........WU A tnee Al Al,AO tO Oen 0*.*, c*..,,en • wrr 190110 Olir:1931(.0091 90 Aver Allra=olty,A0 • . IA itAftkrotatfouti ,Aa of, ' [;) 1 •• II*re If X•099,399,9 960 or,61931,01 10,1/9,C..9.00. 90.3 I.IC 1919 4:901t-Atottle fteerret X V.04001:AtAtt --. , .1 - 44ItfIxe:. *ovno ba...t --, • ,„..,.......„,t,.....-*N. Mr C*421011CP 41.261100 a . .WO A f I 011211,11 I -. :=Vtr.,•00FIC 3 torissmkrAzuLmilimice Op_ 0..39.19 tor.. ,..,,„"' ,..: tte0:000069,4 I Mean 13 Urtle Itteaamili 1141tertel* p tt.fx n111-, Wit i ...14..V" r-,-,.„..,11," eirr 1011:A Aroxito0 Coitir-16110- X M;"...ewnf.440=sge.gt- =MONO ,rtpt 1 0.39. Gat 00.99 91 ef2.11222 IV MR 'ereCrWC7424%:=2Y1212°22=6:4F2C ..,"*.....r e/eie2215tirer 42. : ,,,Ier ireArR1202210:0252,‘r22,5 / 1. itr OS Gib,0s 0111 OetAto trenuos Ao An 30,t Iwo sterozaf , I 33'61'930199. iiirrarni,, rat= fiefiteuxIXAZt lad .t.1 001,211319,9 3 0,9.:;01....31,14 Mt rterl...V1 A MI5 41*93.3 MO "84. 008t4=r4k'S.1000011** . . ____,-....--.1 cm- or 'eipar 4,41 ,,,..11ta. , ---.,------. ..., ,to...-rt.exu..ttejt An for;exe,A•A5 4.22.19. ,VW,.01.101,4 1.“IR Ita.MT f./i 9),KILD 1.,'',.. ..7"Thah.v.oxir"w„0.4,exx""'Z'. ' .1 1 .xtIxttfX4:.:..ozftrXx- .1;4=0- : .1*"1.47:44461-1Uff 01.:4714,40.ii, • ' cnN 19.9.933 .1, (019 3,00 0.191 6E tr. OM ,----I, t e+Fes• „.„,„, , 0990.3 Wrlir 3 Q*9*VC Ow t,.,/-4Der.1 An,0,1) fONNECTION°F.-00004W ,h.= •••••••; aimcg - 4 —zi• ...eir. - 4141-.0EIRP&StalL . _ __ •4,4:7 imimaiLeihasve ?-_,............-......4.-14, ......._.,,____-_-_-1 DETAIL A%. DETAIL _ AdDi, ',,, cgvnt. liaise** 1.; fa. ag. 1..16'11111aL 1/15t• ' -4 9 • - \--.(a)=4 I AINIA, . ..,. Ifs ..91,-44a- f . I' famfOn•AA t . &mot ceer1C90*. . - I *otos Clef AAGIXIVelifr , . ... 1. •-A.Welber, ..... ,. ses.0.1E naffOreAx AA: -Allet exx i .., 44..W.. . ..- SollIOSoce-10,lingente. 9:50.fq. ., -. '-L-,--. 1,-..-9.. • .0........A.A,AVait ; . . • - _. • I- * . 11112-WEIS-W.Ootaxe, , • . ,777-1----77.-....................._ _ 7-.. 4..,....‘ ..-r- .^':--10=0•6110,411:1=ar="'' I el I . . , . . iit. "IniliatieftWO.0.011=4:1r I I r A- .'7' 4 GDOLNOL.RDO ,CFI 'tgame4.4.1WILUrr", ''' - , , ....,. .. „.•. ,. .'. 0 Ao exxx.11,411:P),"="C CtIVM.Or A t. Yliii.-5 , OA 94.41.teoceirog-- albUithiliC-04SER DiAGRALt 0 WARD re, 9.6390 60 . - 0. " -"' 510, 113,609071143CCH.amitAatut,U4r1/'-...:ill.:.611 0. 1 7 'tr 1 ,Itar CI Cm *rum.0.0 1.11 .II I ,..t,Itscv4t1*,,,,,ottmar, w,,,i_s,..,,,, _ • .. EA grmtlxig.M. : ..:V•vlr.utankb4".*MnailCCVart::........*iouoft....7:.ola MI...:Cril"!L$Mt Irorikr,Irglre....- • :...,,C°41.........7.411_, • *7 * • . , %Weans 41.A.M., .. .. . Ow Oferfaes .0z. . .exietplillicorrreaterAw"gf" . . I-Mt xxxosmate.ram fenifort el 2141164,1X43 91111SINt <9003291 AO IA4 ...........,can. - 419=toixicom WolleathAsH 0.660.9 0,4093 rm., .. 93,09,1;41:1601499000201:99“ , 9;9164414' r ., ._ , -•-, ..... ., *WAr/C''''"it •I'tt...er;Al t'.a'a a a ar CO•MV."k tZTV" la 1316.311 i 1.RAS ALM Ammo xeSXMCNI CIX if&fg X,AN Otoatoof3oxele soleettox. , xor o Des woos - ' II.4-xxx-on , lo...7/4....irfaeoarex.c.46,/./.194%.*Itts.AXL , 9.1,,..3Z 0..fbr.,. 4.1r.:144.1.47 ge04.3.4T 0,TO.0,41.0.401. ... Migin....A3.4z3W4SC,kilOte#VW%iti411.13:01.41, la. "frackratuo coottied foxIMAIfIreV44 ,46;leait(W..,:txtee'......00te 02er 2,14=0 A.m..A 19114701f.0.30-19 IOlvellateelex/ ex 06 An5 NOV cf13004=4 7 , -,,,,,,,T.......,,,..Z=.,........"""F''' .•g ' itc,,r.-&-t„,-- xnumaggisillgt 4 ' - - -'' ' • rat catta,=.-ixecupw0.1- - i ret10 CROVtinit4 DETAIL GRaiititl.,R01.TEST'WELL4E0 D.TAID iith nowt EtA.R_DFin .... 49 11911060 966.16299601091.9/0990119:999,0:61, 1 "3.1.69,6,19. 1 140.1,6,69 vgar' , DETAIL . 1 ri-,..-,) .....,,.........a.....,....„1,414...,.. 1 7Or•MrootAt AM eatt4200,4'" . , n:•,:-.4...... oto.4.0 ceecoof,_ ''''N't -./...' 1.ttt• • _ ,.:s. '4411111IMIexolef, ,,,t ex,VxatVrit,I.g..T4., 41)11/1g_TABWWATiFt TANK 222220.0'6"L, ..t".."...6,.44'46.4"Y5.5\ AT&T MOBILITY '4 .10.4,,:'77.411Kirti4;m4ut "403e,0,,, SITE#1290 - - ..1,,'at& m...,....),.., ,.. ....,,..,,„.. -- Da ' 1:::•./'''' ',';.,j,:-. "'"' „, .. _ , - -1. 3 434,13.3 , AA=43 4,-14 , . n3411941044'46‘01.717,311, 13..-WA Wen ftf fOrow. "1 t I tlt.•::' AI j•,•°' CROuNtom lirmLs itie mu&ouu0 116.0 . folIASTAKE MA029es - , 1 , 1 - < -----—' • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i a11 Map j‘)j Parcel ©/ ,eN rie►c6 Application4DD I 40 I D u6 Health Division Date Issued Z- `"q PP Conservation Division Application Fee ai= (` Planning Dept. Permit Fee 6* L6`2---CD° Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address //i J r AvtA ifoo-6 Village 1/j�e-rA S Owner �e t-4- 1 c9 /,d-rvt(f11-4 y Address 7 /-'" v 0-- Telephone 'Permit Request A v 9�- PrIrola ci4-) did cfr‘r'-f-e ��/ K441- Si#at`'C l r e mak_ r4 4reich ovi 0 oe 0) jug, e Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District I' ( Flood Plain Groundwater Overlay Project Valuation 4 ' Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: 0 existing ❑ new size Barn: U existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: c) Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ y Commercial ❑Yes ❑ No If yes, site plan review# Current Use �,•c.6.11 J oti1� v c `4- Proposed Use )LrE�f (v ram" .f P � IA) 9""- - j APPLICANT INFORMATION `'' (BUILDER OR HOMEOWNER) Name ThA/14-&--124 t /DA.4 r-zotijov1 Telephone Number (7((I33J 1�tiY Address 30Or:4 e--.S4-reCI License# 6_33/ rOtA ) 111411 6 Home Improvement Contractor# • Worker's Compensation # WC-67 I ( (p/3//O77 • ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Home p iz( SIGNATURE 4.4./. ii DATE 92//0V FOR OFFICIAL USE ONLY ' `._. APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER I ° DATE OF INSPECTION: A,,,,FOUNDATION FRAME INSULATION FIREPLACE ti ti ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Initial Construction Control Document To be submitted with the building permit application by a 41 Registered Design Professional for work per the 8th edition of the 51'' Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Barnstable Water Tank Date: 02/12/14 Property Address: 1118 Mary Dunn Road Barnstable,MA 02675 Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: Installition of antennas and equipment within an existing water tank&wireless communication facility. I Clement Salek MA Registration Number: 47382 Expiration date: 6/30/14 ,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': Architectural Structural Mechanical Fire Protection Electrical X Other: Entire Project for the above named project and that to the best of my knowledge, information, and belief such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code, (780 CMR),and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work, I shall submit to the building off c'; ! `Final s ction Control Document'. Enter in the space to the right a"wet"or � I electronic signature and seal: �' [;',: 3 8,1 �A y Phone number: 508-481-7400 Email: csa �` llengineering.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Version 06_11_2013 • • l,' • ;,;�,li + fiARN6rA3li.F:. Town of Barnstabl..e pIFD�y 6. . Regulatory Services • Thomas F.Geiler,Director • • Building Division • Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 . www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 • • Property Owner Must Complete and Sign This Section If Using A Builder • 3J'4S7R�� ,as Owner of the subject property• hereby authorize ` i r tj-o•- ,64-eAT( d'•w r 67-P- o%4 to act on my behalf, in all matters relative to work authorized by this building permit application for: • /i/ (Address of Job) • ,4 . 0 2/t, Li Sign e of Owner A c,�� �.( I �, 6 E. Date • Print Name • If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on,the P Y p 1P reverse side. • • • , Q:IWPFILESIFORMSIbuilding permit forms\EXPRESS.doc D mvinnd n'7n1 1A s , )t,, 9\D 1 . ' N °' ' °444 R III -I �/� ® it, v/ Y 1 +-' ' 1, I Water Tank Structural cT3 ii 1 f ,, 1 j - _ g _ .° ., (}p I Site Name: �''a j :.fit . �'' F€`� t.- i.1. • r r Barnstable Water Tank ask ,�' f� 's .r,,y�.,"y ,:� ,a, e„ y f k f Town of Barnstable Hyannis ` Water System �.} a-1z�; .. Mary Dunn 2 Water Tank irr r,9,g,,,,,,,-Li..,- , 4,, II I I' '" I 'NN Address: —t � T � 1118 Mary Dunn Road �$• ', Barnstable MA 02675 r . 11. ' t ri ::i I `, • #titeP%:-, ':', . J ,��} f'L°R' •4l Tp•,, ;J 5t _,,..c,:.-1. te- „cii., ,itiositi ,, es. in'° S' 1 yz ,� fi: i sp y• }p i e r r r `' :44:tgz i `.a,a-�c.s;+—ems -„�c -Z.,. j,;$. tia ti yA , o Iso r*tf1 ': kt. t~N vilt at �r A.. t.L .^ .- • re s. r▪1 kr, Zr -: `,;; = A n 5 g 4 ; September 24, 2013 1▪}r. r *.r rtirsry.'ti1 J r l .ti ;i ♦ # i� .,t } . ' 4 Sati 4 ,� 1"�' • �"; t t. r▪rr▪ P.17 tif..rLY;{ 7 Y�. ��� it r'y+� �', }_ �y!`T-'�-�1`7 r ', r,� n rr , • a )I.'t �, t 201 Boston Post Road West, Ste INWEli ''1-''*'. .` , �, ;'•fi�111,t�„ ,' ram_, s _. Marlborough , Massachusetts 0 1 715021 C= CHAPPELL ENGINEERING ASSOCIATES,LLC Civil•Structural•Land Surveying September 24,2013 Warren Kelleher SAI Communications 22 Keewaydin Drive Salem,NH 03079 Reference: AT&T Site:1290- Barnstable Water Tank Town of Barnstable,Hyannis Water System,Mary Dunn 2 Water Tank 1118 Mary Dunn Road Barnstable,MA 02675 Dear Mr.Kelleher: Chappell Engineering Associates, LLC has performed a structural analysis of the proposed stud-welded connections to the above-referenced water tank. Stud welded connections will be utilized to support the proposed equipment mounting pipes and vertical cable tray to the face of the water tank. All proposed stud welded connections have been designed with a 4:1 safety factor. Details of the proposed mounting pipes and connections have been included in this report for your convenience, and are further described below: AT&T Mobility proposes to install one new antenna per sector and re-mount the current antennas at the above-referenced location to allow sufficient clearance behind the antenna mounting pipes to facilitate future tank maintenance. Additionally, the existing vertical coax tray running up the right side of the existing climbing ladder will be removed and re-located as shown on the enclosed drawings and similarly mounted to allow sufficient clearance behind the tray for future tank maintenance. The horizontal coax cables running along the top rim of the tank will likewise be re-configured in a proposed cable tray. The final antenna configuration will consist of(6)existing 800-10121 antennas, (6)existing LGP21401 TMAs, (3) proposed AM-X-CD-16- 65-00T-RET antennas, (3) proposed surge arrestors, (6) proposed Ericsson RRUS11 RRUs, and (2) DC and (1)fiber cables along with(12)runs of 1 5/8"coax cable. Existing Conditions: The existing structure is a 45ft±diameter welded steel standpipe-style water tank with a hemispherical dome supported on a concrete ring foundation. The overall height to the rim of the tank is 99.0ft above ground level (A.G.L.). The existing AT&T antennas are secured to the existing painters railing located around the top rim of the tank. The existing vertical coax cables are run alongside the existing access ladder. Our visit was limited to a base-level exterior structural inspection of the tank support structure and foundation. Proposed Work: The proposed tank installation will involve the addition of stand-off mounts secured to the existing tank to maintain a 10"clear distance from the face of the tank for maintenance purposes. The mounts to the existing horizontal L located at the top of the tank will utilize ''/A" diameter through-bolts. The lower stand-off mounts will be stud-welded to the face of the tank. The proposed equipment mounting pipe will then be U-bolted to the proposed stand-off mounts. The proposed vertical cable tray will be mounted with a 10"min stand-off from the tank face using bent Z-brackets stud welded to the tank face,4ft on center, running vertically up the tank face. Our design calculations are included in Appendix C of this report. If you have any questions,please do not hesita e t call. Very truly yours, 0 OF CHAPP 1 , INEERINGASSOCIA -' ��� �ukepiti. / Air" '11111111111V1 '0.47382 'cfj ale ,P.E. CHAPPELL ENGINEERING ASSOCIATES,L R.K.Executive,Centre a 201 Boston Post Road West a Suite 101 a Marlborough,MA 01752 r d t.508.481.7400 a www.chappellengineering.com a f.508.481.7406 4 NOTES: — NOTES: I. ME CONTRACTOR IS RESPONSIBLE FOR PROWDING ALL NECESSARY CONSTRUCTION CONTROL SARIS AND -SEE FINAL RFDS FOR EQUIPMENT CONFIGURATION I0N0Aaoxc ALL UPES Ax0 RACES REONRED TO CONSTRUCT ALL IYPROVERMS SHOWN HERON. -ANTENNAS&HARDWARE TO BE ROWED TO MATCH WATER 2- ALL DWRSRs SHOWN THUS Y ARE APPRO./ATE. THE CONTRACTOR SHAD VERIFY AL OIYENSIO.A. TANK COLOR AT LOCATION OF ANAEMIA ELEVATIONS WNR ERECT THE Cp1RACTRS WORK CONTRACTOR TO VERIFY ALL DwHISIONS WITH PROJECT -ALL TANK MOUNTED EQUIPMENT TO BE INSTALL PER IWEY CM.PRIOR TO CONSTRUCTION AND WARD.STANDARDS TO MOUNT COMQUIOCAMIORS PROP.R.TOTAL A OF 3)00 3. CONSTRUCTOR. ARROW SHOWN R OAFS RETERS TO APO0501 M TRUE CORM. PR S O ME slap R EQUIPMENT ON MUNICIPAL WATER STORAGE TANKS' (1 PNOp.ANTENNA Noma Q' Q' OWNER'S SF E,ORDER A OR EEO vERI1NL O.ANTENNA SECTS CONTRACTOR BATH 110 011 MAIN PROJECT PROVIDED BY THE TOWN OF BARNSTABLE ©PROP.CARE TRAY OWNER'S RF ENGINEER AND FlfID KRIfY AL ANTENNA SECTOR LOCATE.MID ANTENNA AZIUVMS. PROP.BE SUMP ARRESTOR©© v IRWIID TARE A NV. ME CONTRACTOR AND OR HIS SUB COECTOR S A L BE RESPONSIBLE FOR OBTAINING ALL FERMIS AND (I PER R,TOTAL OF 3) ON PROP.1r0UNTBNG PIPE BELOW RRUS vv USPECMINS WOR MAY BE REWIRED FOR ME MARK BY ME ARCHITECT/ENGINEER.THE SLATE,COUNTY R PROP.(12)Or 812 COM,(1)HOER LOCAL GOVERNMENT..FORTY. &(2)OC CABLES ROUTED WARN 5. CORAIMATR MOM,LAYOUT.AND ERNS..OF MOM ANO ALL APPURENMCES SECURED FOR PROP.AT&T RUES©© RCP,GABLE TRAYS OP PRER AISLWATOX OF RECTRCAL AND TDEWW MNSOMETON SOME EVIL BE THE SOLE D.O.TSBAID' (2 PER SECTOR.TOTAL.OF 6) Or THE CDx1RO1R. OM PROP. PINED c PIPE vv o PROP.VERTICAL GABLE TRAY 6. Au.LDS.WORK SHALL BE IN ACtNOWCE TAM NY LOCAL MEW COMPA RCWWEMENR AND SPECIKAM.. East AT&T ANTENNAS Anka `Cr >. ALL(E)ACTNE SEWER,WATER GAS,ELECTRIC,AND OTHER U16E6 WHERE ENCDUNTFRED IN no (2 PER SECTOR TOTAL OF 6 vv WORK.SHALL EX PROTECTED AT ALL TOES.AND WHERE REWIRED FOR ME PROPER EKEO.ON 1 TO BE RELOCATED ON PROP.AWDNNA Q PROP.TOE SURGE ARRESTOR OF THE WORK.SHALL BE RELOCATED AS DIRECTED BY ENGINEERS.OOTREUE CAUTION SHOULD 1 11 v IOUNIED TO PROP.CABLE TINY BE USED BY ME CONTRACTOR WHEN 011000ATS FOR OR PIER DRILLING AROUND OR NEAR CRIMES. �._� CONINCTR ElAL1 PROADE SNER TRAM. THE WRUNG SEW. 1 1 F�a�A-- 8. ALL(Ep1ACT5E SEWER AMER.GAS.ELECTRIC AND OTHER DOMES.WMCN INTERFERE WIN ME 1 1 0 PROP.CORK Box OUT AT EXECUTOR OF THE WOK EMI BE RELINED AND/OR CAPPED.PUGGED DR ORHERRSE 1 T `�-Ava—L001NW' 6RWE ©.. BME OF WATER TN6t DEGRTNRD AT POINTS RH.H WWI MOT YIO 011 MI ME EXECUTER OF ME WORK. ( �� MAAR OW NNE(BA \ SATECT TO ME AOMOUL OF Umm CM.. DIGIN6RNG. ( ✓ 0 POOP.(12)t1C COM.CI)FIBER (2)DC WEEMS ROUTED Ut✓DERGROW81 9. ME A. R ME L,OPERM BEDISTURBEDGRADED BY A WORM AL NOT COVERED BY ME EQUIPMENT. 1 1 ✓ v TO EMT.WATER TANK ORNEWAr R ILULOI SHALL R CRVND TO A UNIFORM SLOPE,FERTILIZED.SEEDED ANo 1 I COVERED WITH MULCH UNLESS OTHERWISE NOTED. 1 1 10.01 1545C10R SHALL ESTABLISH AND WIWAIN SOIL FAOSON AND SEDIMENTATION CONTROLS 1,1 t. 1 1111 / '__ -.. 0 EaSt 1D POORER TO CONCRETE PAD RELOCATED ALL TW6 RWM.SRR CONSTRUCTS.,AS REWIRED. ✓ BE STUD WELDING SPECIFICATIONS 1 ¢ / \�� Da.la BRIDGE S'ECHFIGnOx FOR MUD WEIMCO ro EXISTING WRYER TANKS GENERAL , I '/ • p I T_ 1.WELI.G STUDS SHALL BE FLANGED THREADED STAINLESS STEEL STUDS,GRADE 1010 MROUCN 1020. I I 1 I 7�,� AA PROP.RIPS gIDDIF,WINDED CONFORMINGLUST TO ASAP A-HOES STEEL RNs,CARB3N,CND FINISHED.sTAxOWO OWN? 1, I1 1 R rnsr ((,f"1" A I 1:� TO FROP.GE BRIDGE POST 2.s Las MUST BE YARDED BY ME CAPAnTR INSOMARCE MEMW.NELSON NCO 100 SYSTE L As I, II / Eol ]rl (—\ II - © AT&T MANUFACPREO AND 2AMETE5 BY TRY NELSON STOW ream DM0R.an..ONO(000)6a-9353 L`-'�- R(AIR)329-000 R APPROVED EQUAL FILLET WEIRS ARE NOT ACCFPTABIE 1 1 l I I ' a CABINET MOLBTTFD ON 3.CONTRACTOR SHALL RECENE TN ERE.ME OWNERS REOLAREYENTS FOR TANK INSPECTORS PRIOR TO 11 1 `-\ '1 1 -__- ' ©P.CONC.� COMM.ONG WITH THE WOMB ON THE TANN. UPON THE COMPLETION R CONSTRUCTION.THE CO.T.CTOR R EAST WRIER TINY GRESPONSIBLE FOR OBTAINING A MITTEN RELEASE ERN ME OWNER STATING TINT AU.WORK DOME WAS 1 I • PERFORMED RELFA IN ACCORDANCE TAM CONSTRUCTOR DC01MEER.AND ME OWNERS WRITTEN REQUIREMENTS I 1 11 / � EAST l'...,_= OE vPROP.10'K2O CONCRETE PM ARID RE1FA56 ALL UASUIY TO THE CONTRACTOR,ME ENGINEER.ARID ME SAID MANUFACTURER. I WAER OE. O 4, (OS]WATER]RAW AC(Ya PANEL A.COMRACTR SNAL1 COMPLY WITH AWS 01.I AND AMPS C5.4 FOR PROCEDURES. APPEARANCE AND CWLTY I o PROP.Om IRON TREE R SHALL NO AND OR IRE>XO05 USED IN O 0005 0NG WELDING. AL wEIDERS AND WODNG PROCESSES I i n SHALL BE g1ARWD IN ACCORDANCE TAM ANS OCTOOSAD W.F.M.PROCEDURES.. CONTRACTOR 1 i /L�' SHALL ADHERE m Aws REcauMEARED SUE PRACTICES FOR WOVE.- I . / �/� /I PROP.PC CA®1ET 5.WELYTG PARAMETERS,MAEANE POKER AND DWELL TIME STILL BE OWUFIED FOR ME WE..POSTI0. AI 1 gg /-/ A PROP.1Y TIDE DOUSE SWdC GTE 01.26 THICKNESS AND STUD ESE TO BE USED. IF CHOICES IN ME SET-UP OCCUR AS DEFIED IN AMPS I 1 tI A"'& 01.1,THE PROCEDURE LUST BE NEOUNIREO. I 1 C , .\ _ 1-_ / 8.CONTRACTOR SHALL SUBMIT RRTIFIGTON OF WELDERS FOR STUD WOOING TO ME ENDREER PRIER TO / / 1,1 1 \ / A\'kOo ( y I / / % COUMRC PO R ME WORK �¢ T.(, 1 l// / / CYF( T.CLEAR.PROCEDURES SHALL BE VERIFIED AS MEET.ME MNWVY REOUWE0FNTS PER ME AWS WELDING 1 / / I I $Y� ,/, / HAxRDNC.VOLUME R."OLNLIiY CONTROL A IxSPEWOLt fOR SAID WCIDI.NG, O THE MISTING C.L F.D. , y / / SYSTEM COMANS LEAD R OTHER POTENTIALLY MAwmmrs MATERIALS,SPECIAL PR0ttdm6 FOR . A \ / / AID DISPOSAL MALL BE REQUIRED. 1 f D M.AT&T EGUMWONT ro BE f / / B.PREPAIRE SURFACE TO BE WENDED BY SPoL REYNAO PATH TO BARE UEFA 11)000 POWER RUSHING w \ RELRAED TO PROP.EOUMYENI AREA j / (AEU minim WtlDDwG,INC.PAD, / / AxRDAxcE mot SSPc-01I (SEEL SMMCTUREs PALMING COUNCIL-SPCA.I-BTI) USE A 3M ...m 0 / u/G WNDUIIS.ETC TO eE ROAMED) / / /QRRR.u/G MIRED m6-N-CLEAN FIDDLE WHEEL R APPROVED EOUAL. A TARE WHEEL IS NOT ACCEPTABLE. AAA JJJ 9.FOLLOW POWER TOOL CLEAN.WIH A NON-RAMYABLE SOLVER LIMNING TO REMOVE ANY 065. 0/fL FAST PROPANE TAW / / PROP. WAIEFNT AREA WNWONANTS RUST R DIRT PRIOR TO STUD WELDING. (arc-SPY GY STEEL STRUCTURES PM. °3COM ROAM TO \'.i o,(4°0N)D / // COUNCIL.SSPC-VS I-670 STUD WNIFICATION TESRG AD EMU.. % i JJ / 10.ITT gWLFIGiKw OF STUD.1PPLA'nON AND OS-OUNCES TESTING SHALL BE w IRURDMCE \A I 1 1 /• / / RIM ME REQUIREMENTS CA CHAPTER U000]STUD WEWY TH OF AVS DI.I. MEAL DSVLMNLICKI •• \\ _ ® If�f� FORE O MRA L. 4/ / / TESTING 51NLL HE PERFORMS UNDER INSPECVON BY THE ENGINEER. __ I I.BEFORE PRODUCT.,AT THE START OF EVERY SHIFT AID FOR EACH PAOWIAR SETUP.TESTING SHALL RIMY G2 YANA M+ / 8E PERFORMED ON ME FIRST TWO STUDS THAT ARE WELDED. TESTING MAY BE PERFORMED ON A AAA\ w �" / MATERIAL 4YMR TO THE PRODUCTION MEMBER IN THICKNESS AND PROPERTIES. 01. 10 SHAY __ INCWDE A WSUN EKAIIRHATIg1 R THE STUD WED FOR A FILL 360 0 1.011 COSH. IN ADOLIION, ` --- POP.10'WIDE THE TEST STALL wFEUDE TgOUE Tun.ME STUDS IN ACCORDANCE WORN ME ROOM.Rm. MACES AREA FROM MO DUNEER(IN) TESTING TORWE(FT-LB) ____ Dmi.ACC__ ��,\� 5/16-10 UXC EO _ ' IF FAILURE moms.THE PROCEDURE SHALL 8E CORRECTED AND TWO YORE STUDS SHALL BE RELIED POOP.(2)VAATS FOR POWER AND POSTED. &TEI0 CONDUIT MIERCEPTB u.ALL PAIRED w0FAt6 AF>ECRm BY WENDING REMn E SHALL BE REP.!.HsTuo TO MATS COMPOUND PLAN mamma EDSnCO 0501O. AwnRE SHALL PEROTO CO..R ME$NOS. PROP.4 BCo, MEEK BANK& 110FFYIN P. TO BE BACKBOARD 13.PRIOR TO RECOAnxG.SURFACES010. EMI BE SOLVENT WEANED TO REMOVE ANT Rs.cMBAMxA-51 RUST ON PROP.MUD BADABDAIO '®' $GATE: -10-0• R URT PI6R TD RECGiwc. (arc-vt Br STEEL STRATUR6 PATH COUNCIL,SSPWWs 1-671). 'D2/11/13 Remo POW coNsTRND10N �GIs AB AT&T MOBILITY MI CHAPPELL R.N. BARNSTABLE WATER TANK AT&T MOBILITY 1 GR/OR/l3 Laub FOR CONSTRUCTION-FM/ GIs AR EKEWEV£CENTRE at&t ENGINEERING 201 BOSTON POST ROAD WEST $SO COCHINATE ROAD 0.1 f lrol/lt ERRED FOR CONSIMKIKN IOU GLS.AFr COMPOUND PLAN SATE Col SITE#1290 SuITEs t3&to L.- 23ASsOCIATES,LLC MARIBRWR,MA 01742 FRAMINGHAM,MA 01701 0 W/lI/1R 651AfD FOR REV. Nu CIS JW n508c AB1-]A00 , W...c Im9lneaIN9.com 111E MARE DUNN ROAD - CO. DATE REAVSONS BY GM APWC IRA o. A9I w C.I.m BARNSTABLE,MA 02B75 — 50010 1•-IW-0' 1065ONE0:RA I...IK I 1221.008 1290 A01 2 • PROP.AT&T ANTENNAS 1 PER SECTOR,TOTAL OF 3) NOM ON PROP.ANTENNA MOUNT ee ( -SEE MAL BEDS FOR EWIPI M CONFIGURATION 9E TANK COLOR AT LOCATION Of ANTENNA -ALL"De AS PROP.AT&T RRUS eel -ALL TORE YO&UIIEDNAR06'/Jff EQUIPMTOENT TOP.AOIO 9E DSTOTNLWTCII PER TMLLYWATER (2 PER SECTOR,TOTAL OF 6) AND WORD.SpTAAR06 70 MOINNf COORMGiKDK ON PROP.MOUNTING PIPE \ ERUPYEM ON THE TORTE OF REA STERILE 7AW6' �' _` PROVIDED BY 71E 7WMN BNNSGOIE 0 F ENST.(6j,A]@I PANEL ANI[NNAS _ ■■■■ OPROP.TOE SURGE' ARPESTOR EL=9B'-0'AIX IDS RO.1 TO PROP.CABLE TRAY 0 9B AGLP L ANTENNAS_ / ' \ ee(RO TTE TOR. TA OF 0)ANTFM A MOUNT PROP.BE SURGE ARRESTOR ON PROP.(MOWI SECTOR,TOTAL NG PIPE BELOW OF floe 1111..1111111. - A04 VOCABLE TRAY SURFACE PREPARATION AND COATING REHABILITATION ' ■■■■■■ AMT MM..d WAY OM UHF N.O r ■ ■ ■ N.1 TON SWEARS ATTE<TEU OR OUYIED BF OR LOWF TIE v5TAw11091 OF TIE AT&T WYWMGTNN M.O.MU E SURFACE PROW.AIM COVED N ACCORDANCE WITH ME COMM — I.MOP TO SWFAX PRONPATCN NET MOTOR SWEARS REW9MO SPOT COTNC ROWS WILL AERATE POWER N.M. Z TO RONNE EL SALTS AND OTHER WNTNLMLTS. N. O.SURF.E PREOR.AINMS FOR NEW TABRFATICNS THAT ARE TO BE TILLED TO ME TANK NO PETTED SILL BE SURFACE PNPMT TO A SSPC SP-B CONUNO BY ABR.AM OATIDU,RENOWN ALL TILL SOLE AND M.UNDE9148&E z caxrAWxPTDP — LSUFNE PEW@A\IIM DF NDK FABRGATHUE NCUORO WE CABLE MAT AND TOMS TINT EE BEd HOT UPPED _ UNAWDEU CALL BE SOLVENT NPED N TOO FALT WM SSOT SP-1.W TICADED'AM A AWRO la ILL PROFILE — OM.A WSTLE 050114 OR 4MRAF TOOL NM UPC NOT TO TONE ME CAM.MG ON SHARP MEI A.SPOT SUF.PROM ATION OF ODSTPLB COMMENTS OAF ME TANK TNT TOED DINA.ALONE ME WSTNUna OF ME -= MAPLE. SM.INCLUDE POWER.HMO AND StETAW PTEPAPATd UIMEMO A BRISTLE BLAMER OR OMER ROTARY - 6 PROP.VERTICAL CABLE TRAY NW E BRUSH TO SSIS SP-I I E M,ERROR RUST.COMES<GARI$ION PXOOVAS AND LOOSE OR DOEROATED — AD4 (PAINT TO MATCH) moms.GALLING A MALL OF 1.0 TO 20 ILL MERE POSS.. -,., O.WELL MOOED WTINS AT DE EACH OF THE MINCED AREA SELL BE AWWARA NMI A COURSE S.M.TO PROtDE A TWIN FOR 11E OYER..PRIER. 5.PRAE COAT FOR ME UM=AAO E%EROR ALAI-OLVAbOD STE6 SW[L BE METEC SORES I OMBWIE FOR NEW -. .1PROP.(12)or COAX.(1)FIBER ESROTIUS WO SPOT PRBCNE CF MT. CM..NM OAVIDd COMING.APPUOT(E SNNL BE BY ME &(2)DC CABLES ROUTED WORDS SPRAY TETOO OR BRUSH APPLDAnox FOR ME SPOT awxa,APPLIED TOA ORE NY MKENEBS MO OF z5 TO 3.5 — PROP.CABLE TRAYS 0.ME PRIER SHILL NATOi COT AT TIE TRAAUTLM SEMEN ME SHELL AND EKING CONKS SLIMLY OAERAPPNN _ THE MING CO.. — 1 6.HOWLED.CUT FOR DE E[IERCR VOA-OLVAA®SEEL MILL BE MSEC RITES N69 1021 Ea.OONFUNE I APPUED TO A 2.0 TO eN OFT.AID WE Farm COT SHALL BE MEYEC SORES 73 ENOURA-4EU0 HAWED TO A 20 TO M SIGHTLY O.LRAPFMG WE PCS.COiMC BIFdE ME AFONATNN TEAS TO REPM OMMED aMTN.. -. SELL SE ].RIME ASPS WHIT HAVE TO BE ORANDE IN CHECKERBOARDME CHECKERBOARD TATA OF ME Wrc.WE SF COT SHALL BE WEIEC OES R 73 FSNUM-4RO0 PLIED AP AT A NWLId 3.0 N.oO THE. MD O COOING AALED M A NEAT SMNUIT — PAETR W W6TUDS ENS . t BFWENN 0.1MG IS CAIN D FRO.DIP STUD KID.PROCESS ME REAM Car SHALL BE PERSONED V.. EAST.TANN ACCESS[AMOR . M EC SER.DM 1008 SODS SPOT REM M.ME NM MRK WO APP...TFLT M OR,SUMIT MRAPWA THE ABRADED DIME COAT.S'STEN. Z ' CE BRIDGE 9...COT RR ALL CHI..METAL SELL BE MEI.SERIFS N69 EN-BRND EP...11 APR.ro A 3A ID 3-5 — ,10$ PRE. OL PT AND ME FINISH COAT SHALL EE MO E< SUES]l OMYRA-SRELD.APPLIED TO A ES ID 3.5 IA OR. SUIFNE T DO OWE AASI eC AL A INNEN EOTTO.THE OF 35 OM.AND REND.WE.1ENT M --. tORE3.AWVE MOM(RUST BE RS MIN CO POEM.AOE THE STEEL TEWPWNI E MUST SEAT IDS 5 CM.ABOVE — '".OPS ANIMA MOUNTED ME co/Pow. ME STEEL MU T SE OTT AM NO RAN FALL PREDICTED WIN N a MOMS O TN APPL CAM CF ME TO PROP.CE BRIDGE POST ME..COTS. z OM.WHIT NE AND ME ME ONT.HIS BE.ONIAGFD OR WE ENIIFATEM HEN EN FEUD CUT t 1 MOM.MU.BE SOW.IMO IN AxDR.ECE.1 MC SP-I A.MD COATS OAP ERG MM.GALVAw 1.amNa PROP.AT&T RF SAFETY DONATE z COST.AT&T EQUIPMENT CABINETS COMM 4NLL BE APPLIED TO APPRO..,IS ON EACE. I05 RELOCATED FROM ENSf PAD I].-INmNT MENUS FOR IXIOO USE TNT ARE TO BE PANNED BRISTLE BE SDK.WIPED N ACOOR. NM AM TO BE AFFIXED TO TAN%AT — SP-1 AND PRO/LED NM A 1D TO IS ML Pam.MOM A BRISTLE BLASTER GA MAR EMINENT. ME PM BASE OF CLIMBING UNDER z O PROP.AT&T EM MET& COT NULL BE ORES N69 M•A1-ODD EPMOA£R APR®TO A 3.TO ES Tl OFT A.THE MASH COT SILL BE PROP.COAX BOX OUT AT O • A05 CABINET MOUNTED ON CL. SERIES]3 EWURA-4OEt4 APPLIED TO A u TO 3.5 OT Rr. CDST.wAIER OLPARMENI — BASE OF WATER TANK TDB PROP.CONC.PAD 13.AIL FABRGISO CE WOWOAS TNT NE Ill BE OYNECED GA MOUNTED ro MI.PAWED SUBS.S SELL EVE ACCESS PANEL 111 OSBEF TAPE OR DHO.INSTALLED BETWEEN WE ENORK COED SUREMF ND ME FASTENERS TO PREY.NYADE TO 5 ME EFISOO COMmS. EXIST T-MOBILE EOUIRNENTI\ \: ' 1D5 PROP.CWD9 lDIX F1NCE PROP.(12)11P COAX.(1)FIBER&Q ,A ?`:`::':' ON CONCRETE P. (2)DC CABLES R uEIDFRGRWNDTO DOST.WATER MK v 9 T :••.: ©PROP.10'K20'WFMREfE PAD$3S GROUND LEVEL ( 1 ( — �1.I�`":;::: O EL.=0'-0"SAL A :AI • ELEVATION A 1M20P.2BOX METER BINK& / 5cue x.r.s O MOFFIAPN BOX TO BE INSTALLED PROP.U/C mar CNT AREA ON PROP.UTILITY BACKBOARD ROUTED TO PROP.EQUIPMENT AREA e z'D9/t]/I3 CAB FOR CONSTRUCT. cE .W AT&T MOBILITY CHAPPELL BARNSTABLE WATER TANK ���� R.N.DIEM.CENTRE AT&T YOBILNIY 05/07/13 6.41ED FOR CU16TR1LTOM-"DM GS M -� ENGINEERING 201 BOSTOx POST ROM HIES] 550 COCHTNATE ROAD al 11/01/1E RAPED FOR CONSTRUCTION Gtm 06 AE ELEVATION &ATE NB SITE#1290 sulTr_s i1&to D m/1R/Iz ssLED FOR E O.cE.DFr ,�.�✓�ASSOCWTES,LLC TARIBORWGH,NA 01752 DEN KO A �. nwPP21 a01-]e0D FRAMINGHAM,MA 01701 w. DATE PENSIONS BY OAK ARM �. N ..N.c ImAInaR.IPA.Pom BAR MARYL D ROAD e 1221.008 1290 A02 2 BARNSTABLE,MA 02675 SP.c,t•-tw-B- ILMSOIER MU IDRam Nu EXIST./MEMOS (2 PER SECTOR.TOTAL OF 6) sg {.. • TO BE REMOVED AND RELOCATED TO T'i NOTES: Y€ dlp PROP.MOUNTS -SEE FOAL REDS FOR EQUIPMENT CONETGURITION -ANTENNAS&HARDWARE TO BE PANTED TO MATCH WATER TANK COLOR AT LOCATION OF ANTENNA - PFUP,PAHTL ANTENNA - - -ALL TANK MOUNTED EDOIPNENT TO BE INSTALL PER"MATEY (1 FETE SECIOL TOTAL�'3) AND WARD.STANDARDS TO MOUNT TOIOOIWAATI01S ON PROP.ANRDU MOUNTING PIPE EQUIPMENT ON MUNI6PAL WATER STORAGE TANKS - PROVIDED PROADFD BY NNE TOWN OF BARNSTABLE '� • \�PROP.(12)liE'CGL(1)FIBER r &(2)OC EceoLES106 WONTED MOFON EXIST.ANTEONAS \\ PROP.fi1BlE TRAYS AROUND LANK (2 PER SECTOR.TOTAL OF 6) V EK5'f.HORIZONTAL RE10G1m TO PROP.MOODS Ens,AREA clNl 11 MOUNTED CONK&ALL I BRACKETS TO 6E REMOVED 1 I Lnf1 WA.rAN2 .1 cWMA ILIA I PROP.10E SARIS ARRESTOR MWNTm I LOST CU..t.n : U ' m PROP.90010CM.681E TRAY / '\ (DST 060.E uoom PROP.9E SURGE ARRESTOR .,,./' EXIST.VERTICAL GALE / M NDWIRD SIOIE 1,i (13) RAY.CABLES&ALL I MN Y iHPof ON PROP.MOUNTING PPE BRACKETS TO BE REMOVED I 1E miaow SIDE la PRO`.06010 o ant CLi Iasi Oni (2 PER A.s, ON ITOR.T TOTAL EOE 6) vrm�q EXISTING ANTENNA LAYOUT O PROPOSED ANTENNA LAYOUT SCALE:N.T.S AN MBAR DMA OBSTECH selrmr rAm Do1nAa tro SCALE M.T.& Mir.OR Nib EOM C CF UMW ow&E GRAVEL YARD DETAIL T /,. .-I. Ad i iM [ITI Ei OPS AXIOM A 0601 6ACET PROP.amour DON-BONED 10 F9KW. I1 iC��`GBE,AY � �e=antrto s a��PIPE YOM TAN PER PROPOSED DUAL PA RRU walr.0 nasm SPEc's rxoP.�t/m 06TP®11TION BOK — ualMo cPs IIAAnRID slRucnRE IAbt ``'�I T�w6E.-oir m ICE GRIME ro O[IWtl1 481WC1 SY61d e/F! LCWNf:GEVAMIID ANGLE + SOLID uo ioOOO Ax0 ALGO®n/2 1 k I �IOE WGDUNT in I E EWI PROP.G1IOE TRAY . M/2)N'ears(rm.) ; ODD ICE To s 6L OR IM MT DIM(D fATnRRID K O(ANTE AID woo. ire CORK MU MFDAM MEMO RADA6 PER PROPOSED FIBER/DC IAINEAC0INENS STANDARD PROPOSED DUAL BAND ANTFNNA DISTRIBUTIONPROPOSED SURGE SUPPRESSION ANTENNA DETAIL 1 EQUIPMENT DETAILS O GPSYMOUNTING DETAIL Ad) 10E MOUNTING DETAILS CI ENGINEER BARNSTABLE WATER TANK at&t m/1T/u REVISED FOR,Rw,mN -�,Cs J.T. AT&T MOBILITY I�/ R.N.EAECV1I\E CENTRE AT&T MOBILIY 1 03N//12 6ARD rote commIICIDK-now CS AW ENGINEERING 201 BOSTON POST ROAD efsi 550 COCI9TVATE ROAD pt 11/Cl/I3 ISSUED FOR CarmMIc10N MCI CS m ANTENNA MOUNTING PLAN&DETAILS SUITE C N SITE#1290 SUITES 13&14 I.'--�Assoc ATGs,LTD MARIBdA0001,NA Ol)52 o oo/1R/12 ISSUED FOR REVIEW LI.C6.M o n M. (SOP)A81-2b0 FRAMINGHAM.MA 01701 ,�. .+..cnoplwimpMxrH9.com 1118 MARY DUNN ROAD w. DATE MASONS BY DNR A F't CIA Ks.BARNSTABLE.MA 02675 samE As SHORN *IOW.DIM IDRA.A DNJ 1221.008 1290 A03 2 T— STEEL Nm.A DUTY MILE IE WE PRE-GALWATED PROP.0 SON.40 SEE ACE PA NO EN b1A PROP.2'0 NGH.40 . TRAY mR S•RAC SMCNO ANTENNA A10UNIIND PIPE SURFACE PAPAW.NOTES ON AM MOUNTING PIPE ppP.CARE A SPACED 4,i00i. I HI SwLLO 4'-0'0.0 �� B G S1EFL CaIR Or FHPIi ARD PEAR CUT PEDEF SUBS W DB.Y SIDES TO CABLE Aar.FASTEN TO CABLE IRA COMMA AM R A YREV)TO WEAN OF YMIibMFAs N TO CANE TRAY E� (AMBER AS R[OD TO W➢ETAN ENOMD OMR TO BE SOAP.PREPARED li` Y': PROP.(2)RRUS ON© TORN Amxc CWM) � um AWED m wia VOTER wx. PROP.US ON Q Fe o1¢DE Smexom c9wFR mx 2-xaE CC BLAARX:.AAEPER PROP.MEL ANTENEL© / ©PROP.UPPER / ©STANDOFF MOUNTSftKF RATE �� /' E a SAP' L1pR STANDOFF MOURNf !!!! TANK ANPROP.ST_ All BOLTS (MOUWMI x(KE annwc `- LNsr Aarza MAr �, ___ KREaAANO / _ 4 %10P.IAWFR_ / r< Sf�ANP00 LOWER 41 r-v III � lO PROP.STANDOFF WAIF WAIN(4)9(: -- ALL PROP.STANDOFF LDEWMI(4)TE AI STAINLESS SUER STUD-WELDED FASTENERS STAINLESS SETA STUD-WELDED FASTENERS CONNECTION PLATES TO BE COATED ' CONNECTOR PLATES TO BE COATED CABLE TRAY DETAIL O PROP.Yx'0 U-BOLT FOR — PROP.1f'0 0 BOLA FOR •;�•— AND SEALED WITH SOGFLEX-lA 2•r PIPE(TYP) :.. AND SEALED MIND SIXAREX-IA SCALE:NOT m scue Aa 2'r PIPE(1vP) —C� case NAaa TAM 0.1..MA.Tux NOTES: -ANISEE FOAL&HA FOR EQUIPMENT 8E CONFIGURATION TO MAT ANTENNA MOUNTING DETAIL O RADIO MOUNTING DETAIL O -ANTENNAS&HARDWARE TO BE PANTED UR TION WATER tux mum GBLE R Sl ..•r.1'.r-0' Aa SGVE'•.Y-0' A04 TANK COLOR AT LOORON OF ANTENNA ro MAX0 N+EII ON FRONT AND -AL TANK MOUNTED EOI11P11ELNT TO BE INSTALL PER TwEY REAR'Si CABLE 1R11- AND WARD.STANDARDS TO MOUNT COMMUNICATORS EQUIPMENT ON F0MIOO•A WATER STORAGE TANKS' ALL FASTONRS LIP TO M•TO BE PROVIDED BY THE TOWN OF BARNSTABLE I S1b4Es STEEL FASTENERS ARCER B.N•WY STARLESS STEEL OR cuvAxizm ��� WE2iaWFR SIKAPEX-lA TO BE APPLIED 10 FACE SIK FACE OF 10 BE APPLIED TO DRILLED NOTES STANDOFF PRIOR TO BOLTING TO STUDS.AFTER & OF STANDOFF PRIOR TO BOLTING R RATE :\I, TYP A� , AFTER INTERMEDIATE COATING HAS BE REPAIRED. lYP INTERMEDIATE COMING HAS REPA➢tED, \; SIKAFTEX-tA TO BE APPLIED TO JOINT. STALE%-1A TO BE APPhD TO ANT. 1P :; MOUNT TO CABLE TRAY PER OCOWNECNDN RATES 1D BE COATED STITEL M DUO'AMA2GAY.I NIDI 'ROc SPIEDIG\ MOUNTING P/'- S F'OR CONNECTIONANK RAILING (AfNa1 DD1X PROPGBE TRW afro\ 1). BLE IRS 6•aCJ� � (Ama Ai ENDSI .7uaE sTm rnrn anwxsl �jl ����III (lFNG7H AR r�O DNBE SIEELL PROP.]XS XNe an.•-0'0.G I I LENGTH AS REQ•D) STD-WELDED wWP.lin.' iMEDaT EON.Q , PROP.6•.6•A'THICK ao, PROP.6519•dt'000E P400° W 51 © t\ PLATE WELDED TO T.S. PIAE WELDED TO T.S. - FASTENERS FOR W Cg01m10N TO TANK COVER ON G ANT AND ROAR FAS044CCALL rABRIGILO ANfpxA RILADffR3 SPR1GMr6WAJx15 ro IS HOL ONNt rABLDa,TEn AxlapA aR ro BE 9RWA[E FRFwaD CAWAXIIro Pali FABL.GTrox I NOUNS m BE NOT aPISIXAIEX-RA iTo BE AI'P®70 FME OF �/ m wiG WAITER oeac , ALARM POST FABR4•mx STANDOFF PRIOR TO BOLTNG 10 BE 4 AFTER INTERMEDIATE COWING HAS BE REPAIRED. SOCAREC-tA TO BE AP11FD 10 ANT. UPPER STANDOFF DETAIL SCAM NTS. Aa. LOWER STANDOFF DETAIL O CABLE TRAY STANDOFF �. Aa VERTICAL CABLE TRAY DETAIL c1APPE1 BARNSTABLE WATER TANK s 00/10/u RE FOR 00111004 x mu as xr AT&T MOBILITY R.K.EXECUTIVE CENTRE ���� AT&T MOBILITY 1 05/O7/12 SEED FOR W6A.R:TIa1-FRNL W AS M ENGINEERING 201 BOSTON POST RDAD'NEST 55O COCwTUATE ROAD at 11/oV1s GATED FOR rc1SINNCIRGN AA CA AG TANK MOUNTED EQUIPMENT DETAILS L. SUITE fo1 SITE#1290 uAREDORoITE NA NTsz SLIDES t}&t4 0 aR/f0/1z ast®FED REM. Ow ca AC - LI ASSOCIATES,LLC (wp)4B1-Ta Il FRAMINGHAM.MA 017010 m,a m An Una An®•. vw.tl'nPPdIm9NarN9�mmm 1118 TMARYABL DUNN ROAD N0. DATE R8'801E BY MT APPE BARNSTABLE.MA 02675 SPA r.AS SCOW jot9Neu DIU IMAM MI 1221.008 1290 A04 2 • • S•INK CONCRETE SLAB —I'CHANGER(TP) ( IRO GMRGON5) rFw,z'G W/,r I--15.U•—1 FINK GRACE MOPE \ Y A c SUB i ABOVE CR. GT AWAY RiOM CONCRETE- �ro® -I n •I I n."n 1 n n n n-1P . III 11 D=0 B n n n n.n: l u R.'n 1 f lI D II R 1=II I111 1111111RI1 111=11011111I7111R11=11a11=11 IIIII 1 111I�1111111 111111��11' - IIMII 1111➢1111111 11 1111-11=11 II-11 113,111=11=11= L. COMPACTED CRUSHED smilE OR CGVEL EXGVATE As RESUSEO TO REMOE VEGETATION A \ I L1 nOPSUIL EXPOSE UNNSIUffED NATURAL SUGRADE \ I \ 1 1/2•YIN.COVER(I A 8) PULE tlNSMEO STONE AS REWIRED i1.0•. 1 A SS.D CONCRETE PAD DETAIL PROP.Qum p __ SCALE:N.r.S e f _\ ,`UNK FENIX 0 FRONT VIEW PLAN VIEW f Ii 1 1 LtLAAra PtLTE CABINET DETAIL O ,.= rc BGLE NOT TO :- NAPE ENCLOSURE TO MATCH EMT. A6F ! DAM TANX.PROP.RUBBER/PLASTIC -_ 0 mm+c TO MmTEaruxo>m f M111- aa v TRENCH `tiS @ A f / ' ::. EMT.EMINENT ® Rx6HFD GRAEE.AC aR CMC ` ,• \may y r I_ �_ ^®' f BE RELOCATED CABINETS TO PROP. PTMVNG WTCN SLOPE A �I�� +/NO SCREW TOP CO. KNNESS OF EXISTING -` I.u PROP METAL COVER LVA IZZEDF�m • L f CONCRETE PAD R �.,/y / CdwTAS PUCE OVER/F SIDE •TIED FN • I11BII 2 1111111II UNDISTURBED "Y / i PANELTO S SIDE PAxE15 PREPARE • I,i. ©PROP.ME BRIDGE itIII E€ fag .DEIGN AND PER ` • SURGACE AND TA TERTO TOAD f CO' _I `SVSTIDLTEON SPEORGTIMVS WA • ' f v 1 II II.O.O I.I 1-11 DR LEAN COWIE, PROP. IId=111�-11=1- — n 'API • •, CONCRETE PAD ISzMO BASE HALE N/(�) e B"(uw) III LEAN CONCRETE �� 9E BOLTS N/3•N0L ---- €) I.' v DuCT El. o-- (Ilp s YEW.) CUM INTIM(G) PVC I --- I. 1,n,PROP.Gil ANIMA COtlRTS SCHEDULE w. MN PAT Na COMM= an. la ,) ©y MOUNTED m n I= I R&BIT3.OB u•uAEGLIce BRIDGE SUPPORT exArJ¢r z ICE BRIDGE POST NOTE:PREMIX PROPER BEND.RADIUS EQ2Q@PdNS =n=�ifl i 1E2130 PIPE COLUMN i R AS REQUIRED BY RE COM&CABLE MMR ii 9 3 V/B-21110 If SAFETY CJGTDM , BURIED COAX DETAIL A NB R„OBN NV@QRE RR REM i3 18 f — �� o CABIPROPNET M Ecumimir O AGUE:NOT TO 4LKE /A3 CABLE BRIDGE DETAIL J PREP.I.CALM - ® PRE` PAD �xr snaps.SEE SGLE:NTs IOS row HGflE 9ESE UNR / FENCE TO MATCH EDDINS FENCE S0 Qf)f5 f / PROP.PPC GBDIET MST..BY BOMY_W50 AND Cl OE wA(RwK TAKE RAZE AND ttISCE. WITH 0 9 �, ACCORDANCE MN THE NYANx2 AA4 �NPxBUtzIE ASSfx&Y l,r ALL ma I. INSTALL.0.PER HYANNS WATER SYSTEM OAS.SPEPFlGTIONS. ETA,.SCREWS(Tp) WATER SYSTEM MASTER SPECIFICATIONS L INSTALL FENCING PER ADM F-562...GTE PER ASIY F-SCOW Q PROP.(12)t CORK.(1J F18ER @ T f (2)DO CANES Wan* UNDERGROUND f S.NL Ex0 POSTS LOE POSTS,PULL POSTS,POSTS Fai GTE REV,PIPES v m EKLST.WATER TANK :;.::::���...r:. FOR GTE MANE ANE AND TOP RNLS.All BE CRASS I.GRAN A L R *A..***T.RPE.4MEORE T.PPE PER A3.AT. smEiCMR IDILL CGItD BAR Mn FED STEEL COATED IN BLACK A 91 BE EMY OA FASOC Kl PROP.I. A c Imar a ss'COW.. TO ADM A-JOG I•YE91 Axp PBw GUVANIID MEET u P xDs —IEAVY WTY ErK 40E I ARY UTG a vwff OPALL BE]GA GKv.STEEL s TEf9 k R v.Sim u AT POSTS ANO RAM A 3 T G cK 6. TIE an SMALL BE (N.) \ , I W[ 0 X RINGS SPACER TI Ai iEN90x Ruff BY CO WRAF FASOC E% SINGLEN{ENDiiii f I m , \ d'A Ix v a Cr z' RR ALs �r� mI RPE Ax MERE PERwi REWIREN&NTS OfthON LES 6 BARBEO P091xE L.P. ]. C06Lv MM LOCK �` YEOWa91 F / I BEMIRED Cs Q f f III: : o �ID :...:............. — ............. B. STEEL SYSTEM SHALL ERECII THE GENE POSTS.FABRI11. D • AFE NOTE `— I 0 , SYSIEU AND ALL NECESSARY ERECTIW ACCES.2.1.TrCALV AND 1 CdPRKTr.ro ASSDOIE DIED M SLIDI A TM NM PCIRATE4 —�P •.•:. .. .. 1 i) III ASROANC ALL FENCE AIMSYS.ATES SHALL BE SW BE ATESA 5111 w Oyu RA p f --___ ALCORLEAFS REIN .ETTP.L FENCE AISJ.GAINS OETA $SING GATES INN • BOilOY rtx9W Mw: 1 I I1 11E, 500IXM n81 NR F0 55 FENCE AFTER CONCRETE HAs AATTAI O]SX of 20 z 9V4 LA 4}.TIIfD TO WNtlRiE BA4 NEED NOT St IaYQYABIE / 11 I. 11 I- OAT OE9CN STREWN. 3. USE OKY.NN-29RENS OR STAME55 MEET META StlENS FOR r-I L,_ - - � E 1= .I: IF L TOP NO SIDE PAVEL.4OMAY. TYPICAL FENCE DETAIL C) SHEET METAL ENCLOSURE 7 EQUIPMENT LAYOUT O SLUE:N.T.S. SCALD 3/0--I-O CHAPPELL R BARNSTABLE WATER TANK l i m/OP/tJ ROARED RR m N OI Q DN NG, u4 RR AT&T MOBILITY .N.EREE3105E CENJRE a\Mt AT&T MOBILM 1 03/00/13 R6SuEDOARE FOR CONSMCTO-OWL our FS RR ENGINEERING Tot BOSTON P05T ROAD VA:Si 550 COCHTNATE ROAD at tlroi/12 BSIRD FOR CON31Po]CRON OU LR Art EQUIPMENT DETAILS Wlrf IDI SITE#1290 SUITES 13&14 �f MARLBOCUP'.NA 01]Si 0 CO/1R/12 mum FOR ROAM IxA C.6 RR Q ASSOCIATES,LLC (508)A81-]App PRAMINGHAM,MA 01701 ¢A Y0. m ma wy. .... dlen9lneaing.cpm 1118 MARY DUNN ROAD No. SITE REVISIONS RE CDR.11 BARNSTABLE,MA 02675 Sru&AS sHUMN 101310111.p. I02201.OKr 1221.008 1290 A05 2 Appendix A — Proposed Equipment Cut Sheets r 800 10121 V01 CO T r 90° Dual Band Panel Antenna SCALA DIVISION Antenna 1 Antenna 2 Dual Band (MHz) 1 790-960 1710-2180 Dual Polarization X X HPBW 90° 90° Adj.Electrical Downtilt 0°_10° 0°_6° Manual,or optional remote control General specifications: 790-960 MHz Frequency range 790-960 MHz/1710-2180 MHz VSWR <1.5:1 ° ° Impedance 50 ohms ,� 1��ii� itt'% '`QQi'[����r Intermodulation(2x20w) IM3:<-150 dBc ',It*., VP' iou. �,�40 "�� Polarization +45°and-45° =ro° 1t'!P oC ,l 90• zro°="" - i irw�i.9.. Connector 4 x 7 16 DIN female • %7&f Isolation intrasystem >30 dB intersystem >42 dB(790-960//1710-2180 MHz) % Weight 46.3 lb(21 kg) Horizontal pattern Vertical pattern 50.7 lb(23 kg)clamps included ±45°-polarization ±45°-polarization Dimensions 54.5 x 10.3 x 5.9 inches 0.5°-12.5°electrical l (1384 x 262 x 149 mm) downtilt Wind load at 93 mph(150kph) , • Front/Side/Rear 95 lbf/59 Ibf/140 lbf 1710-2180 MHz (420 /620 N) willikt .�Qi1 P10° , Mounting category M(Mediumedium)) Wind survival rating° 120 mph(200 kph) /y��,Wit��• o. y�� ��0 At ���[1/Di��N ti����1W '* Shipping dimensions 67.6 x 12 x 8 inches27,„-oft* .An.i_,,,,,., /A at i ' (1716 x 304 x 204 mm) �►itct! 43j?QT Shipping weight 55.1 lb(25 kg)Mounting Fixed mm mounts mor 2 to 4.6 inch r4 ncluded5 tod 1a 11 �+ tilt options are available. '�` �°° 1.:1 See reverse for order information. Horizontal pattern Vertical pattern ±45°-polarization ±45°-polarization 0.5°-10°electrical downtilt Specifications: 790-862 MHz 824-896 MHz 880-960 MHz - 1710-1880 MHz 1850-1990 MHz 1920-2180 MHz Average gain(dBi) 13.4 13.4 13.1 13.6 13.6 13.4 13.9 13.8 13.5 16.4 16.4 16.2 16.4 16.5 16 16.4 15.9 15.3 Tilt 0.5° 6° 12.5° 0.5° 6° 12.5° 0.5° 6° 12.5° 0.5° 5° 10° 0.5° 5° 10° 0.5° 5° 10° Front-to-back ratio >23 dB (co-polar) >23 dB (co-polar) >23 dB (co-polar) >23 dB (co-polar) >23 dB (co-polar) >23 dB (co-polar) Maximum input power per input(at 50°C) 500 watts 500 watts 500 watts 250 watts 250 watts 250 watts total power 1000 watts 500 watts +45°and-45°polarization 88°(half-power) 86°(half-power) 88°(half-power) 82°(half-power) 85°(half-power) 90°(half-power) horizontal beamwidth +45°and-45°polarization 15°(half-power) 14.5°(half-power) 14°(half-power) 7°(half-power) 6.6°(half-power) 6.4°(half-power) vertical beamwidth Electrical downtilt 0.5°-12.5° 0.5°-12.5° 0.5°-12.5° 0.5°-10° 0.5°-10° 0.5°-10° continuously adjustable (manual or optional remote control) Min.sidelobe suppression for first sidelobe 0.5° 6° 12.5°T 0.5° 6° 12.5°T 0.5° 6° 12.5°T 0.5° 5° 10°T 0.5° 5° 10°T 0.5° 5° 10°T above main beam 16 14 14dB 16 15 14dB 18 16 16dB 17 17 16dB 17 18 16dB 18 16 16dB average 20 19 16 dB 20 18 17 dB 22 20 20 dB 20 20 18 dB 21 22 17 dB 20 20 16 dB Cross polar ratio(typical) Main direction 0° 17 dB 18 dB 20 dB 17 dB 16 dB 15 dB Sector ±60° >10 dB >10 dB >13 dB >10 dB >12 dB >10 dB average ±60° 16 dB 16 dB 19 dB 17 dB 19 dB 19 dB • RoHS *Mechanical design is based on environmental conditions as stipulated in coll qi.k..? TIA-222-G-2(December 2009)and/or ETS 300 019-1-4 which include the static mechanical load imposed on an antenna by wind at maximum Lead-Free velocity.See the Engineering Section of the catalog for further details. 11356-B 936.3959/b Kathrein Inc.,Scala Division Post Office Box 4580 Medford,OR 97501 (USA) Phone:(541)779-6500 Fax:(541)779-3991 ' Email:communications@kathrein.com Internet:www.kathrein-scala.com AIR INTERFACE SOLUTIONS COMMUNICATIONS Electrical Down Tilt 2496 - 2690MHz, X-pol., H65°/V7° OMRElectrical/Mechanical Design Specification Frequency Range 2496-2690MHz Gain 17.5 dBi Horizontal Beam Width 65' Vertical Beam Width 7° 4 Impedance 500 VSWR <_1.35:1 Polarization Dual,Slant±45' Upper 1s'Sidelobe Suppression >_18 dB(@downtilt 0°) Front-to-Back Ratio z 30 dB Adjustable Downtilt Range 0°- 10' Port to Port Isolation >_25 dB Passive Intermodulation, IM3 <_-153 dBc Input Maximum CW Power 300 W Control Interface AISG Mechanical Specification Dimension Antenna(Without clamp) 6.54 x 2.6 x 48.00 inch RET 2.34 x 1.18 x 7.73 inch li Weight Antenna(Without clamp) 14.2 lbs RET 1.2 lbs TTLNA(With BKT) 15.9 lbs Connector 2 x 7/16 Din(F)/Rear Side Max Wind Speed 150mph(67m/s) Wind Load(@ 100mph) 72.74 lbf(323.46 N) -V • " TTLNA Mechanical Specification _-�{ — ^ "/1 Dimension Without BKT 7.32 x 3.30 x 11.89 inch - _--— With BKT 7.32 x 3.7 x 15.95 inch Weight Without BKT 15.2 lbs • With BKT 15.9 lbs '" Connector 4 x 7/16 Din(F) Vertical Pattern(Downtilt 0') \\-�-r_ `/ v v Vertical Pattern(Downtilt 10') Horizontal Pattern 3)'5 44 \ E'-'w.-,ii _ •�raF,./ le"..''' 'S')"''''''i'. 'I. k,'.1"''' ,,Ic„,.. Roof-Top Application m o. t �"` •` ) Coaxial Support Components Wall Coaxial Cable Support Kits Part Number Description Weight,lb(kg) Application: Roof-top Wall Coaxial Cable Support Kit Size: 8'(2.4 m)long MT-F1589 4 Runs of Coaxial Cable 56.7(25.7)—_ MT-F1590 8 Runs of Coaxial Cable 73.8(33.5)_ Design: Solid cover with wall mount brackets MT-F1591 12 Runs of Coaxial Cable,Self-splicing 102.7(46.6) Feature: 4-,8-and 12-run versions 11"(279.4mm), Mounts to: Penetrating design 26-1/4"(666.7mm), or 31"(787.4mm) Material: Galvanized steel Includes: Channel,2 brackets,and hardware Order Separately: Anchors e6`1No) O MT-F1591 4 O MT-F1589 5-1/4" (133.4mm) Splice Kit for Wall Coaxial Cable Support Kits Part Number Description Weight,lb(kg) Application: Roof-top Splice Kit for Wall Coaxial Cable Support Kits Size: Two widths MT-F1607 Splice for 4 Run Wall Kit 2.5(1.1) MT-F1608 Splice for 8 Run Wall Kit 3.8(1.7) Design: Bolt-on splice for wall kits Feature: Allows interconnection of sections - �;a,, Mounts to: Wall coaxial cable support kits - - `�^ Material: Galvanized steel 0 4— Includes: Splice and hardware CI If f1' 22mm YY I,,.,mmxxi<mm) I 0 +(� a a•;- 3. (TB.2447) S 0275155 Wall Mount Brackets Part Number Description Weight,lb(kg) Application: Roof-top Wall Mount Brackets - MT-F1586 Wall Mount Bracket for 4 Runs of Coaxial Cable 2.1(1.0) Size: 3/4"(19.1 mm)holes MT-F1587 Wall Mount Bracket for 8 Runs of Coaxial Cable 4.1(1.9) Design: Bracket for walls or ceilings MT-F1588 Wall Mount Bracket for 12 Runs of Coaxial Cable 6.2(2.8) Feature: Flush surface mounting 9/16"dia. (14.3mm) Mounts to: Penetrating design Material: Hot dip galvanized steel 7,- 2, i3i In: ::parately d Bracket '41, °,30�4 ( s, : Mounting anchors o® ('j4)6„Z 1 '.›1‹01;1103PP-'• ,.,,,,,..c.:—. „,.•--6.,.* -a:fr.' 0.mm 0 5 8 6 `.. ti 3/4"dia. (19mm) 60 Andrew Solutions • www.commscope.com/andrew . . ' 1 . , . _. " f,„, .. ...„. , A .. .„. .._.. , \,..,,,,,„ , _ .,.. ., . , ,-, „,..„_.„........,,,, is , ,i : ve , ,,.,. , , . ,. , _ ,/,,, ..„ .,,,.„.. ,‘„,,_, . ., , ...„,, _ .r.,,... . 4,,-,:„----,t ,. -- \J),, ti , , ..,.., :„..,,,....,.,.:„T„..,.., 4,„ .. .. . , ..:„. : .„., ,„ .„ vi,. . i„,,,,. i it - , ,'-: ' ILNi , , , . ,,,,,,, A ,Za-_,,-6 , ,c'<i—,,.,— _ ,,. \•. i :.;... .� - .7-- DC2-48-60-0-9E --., • ---- `:: DC Surge Suppression Solution A .,...0.-.. yi., .. r I J The DC2-48-60-0-9E surge protector is _ _ __ __,________ Dfr ‘. !,, , designed to provide robust overvoltage lr _ P surge protection for DC power circuits for 1; Ir ri today's third and fourth generation , i - distributed architecture radio systems. +J, �.�r ' -141111 The DC2-48-60-0-9E provides -48 VDC to 1/ e r j"1Return, and Return to Ground protection jxi o i 2` for two (2) complete 48 VDC circuits, - ....• A protecting two radios. y 4 1 FEATURES r' 4 -' ._ • Provides protection for two (2) 48 VDC circuits 'C 1 L Robust DC surge protection of 60 kA 8/20 ps IEC 61643-1 Class II Protection .,,.`' 1 • NEMA 4 Rated Enclosure • Form C relay contacts • Suppressor status alarm features [263.61 ] 1038 [26030 ] [159.87 ] _ I 10.25 6.29 [203.20 ] [157.40 I 8.00 6.20 u_10 0 o i 1 [273.05 ] [260.30 ] O [292.10 ] 10.75 1025 1150 • ' i_i_i -- ■i TII '' -' I I I [mm1 .1-1. MI l 1 inches [7.94 ] 0 0313 Raycap (4 Places) Phone 208.777.1166 Toll Free 800.890.2569 Fax 208.777.4466 www.raycapsurgeprotection.com II Dimensions , Weights & Mechanicals -ERI�ON `,, ; ��������� ' Mounting Clearances �,,,---',/-��/--��� 500mm �,-�������� . Top: 1 .51_31 � ������ F � ,������ 69" • Sides: 4"-1211 r ��� ���� • Bottom: 1 �'�'��';�'�'�'� •442mm �„„�,,�„ r ������ � „ • Font: 2'-4' ��-•�����--, 17.40 � - �� � ��c� � � ���� � , � ✓� u. r , 288mm 11.34" Additional Information: • Total Weight: 421b, 19Kg, including sunshield ."s • H x W x D: 17.4" x 11 .3" x 8.7" with sunshield °° �` • . 1 • Water/Dust Ingress Protection: IP55 ° � 220mm . Certification: UL/CSA/CE, FCC/CISPR, TS36.113, RoHS5/6 8.66" '"iiiiilaiiiiiiiiiiiiiii:i - 1 - 1111110111111011110 ©Ericsson Inc 2010 Commercial in confidence 6(6) 2010-02-20 Appendix B — Photos ..T.:) 41 ' . A jkliii?Ol P. _ .._ ,4��r'II „: '' ( 7 Existing AT&T Antenna Mounts (to be re-mounted to allow 10"min tank clearance) r: It 1 -,---„;-,---- . „il:, III) ' 6*- ''., _10,— --- ---- .----- --,,_--..., ,. 1 �I .Try ! �. .dr 4. i:41:... " \`tea Al _oi.- g., _. —� `.F,gyp , f rt- f 1..... ..L.t'\ Existing AT&T vertical cable tray, right side of climbing ladder(to be re-located to rear of tank) Appendix C — Structural Analysis AT&T Site Number: 1290 Site Address: 1118 Mary Dunn Road I CHAPPELL Bamstable,MA 02675 t�v1, ENGINEERING CEA Job Number: 1221.008 Date:9124/2013 Water Tank Antenna Attachment Calculations: ASSOCIATES,i_Lc Civil•Structural.Land Surveying CD Stud Allowable Loading Capacity:-5/16"m Stainless Steel Studs • Tuh = 3930 lbs Tyieie= 2358.0 lbs Tallow= 589.5lbs Vuit= 2948 lbs Vyiem= 1768.8 lbs Vaiiow= 442.2 lbs CD Stud Properties: Fy stud = 50000 psi Diam(net)= 0.25787 in Fy all = 30000 psi F.S. =4.0 S.= 0.00168 in^3 META= 0.0522 sq in Design Assumptions: (User to input values in fields below) Z(Above Ground Level) = 98 ft Basic Wind Speed = 115 mph(Barnstable County) Basic Wind Speed w/Ice = 40 mph(Barnstable County) Ice Thickness = 0.75 in.(Bamstable County) Exposure Category = C Topographic Category = 2 Importance Factor = ll Wind Directional Factor = 0.95 Gust Response Factor(Gh) = 1.1 Velocity Pressure Coefficient:(Kz) K:= 2 01 Z ^2/a = 1.26 Where: Zg=900 Table 2-4 Zg a=9.5 Table 2-4 Kzmin=0.85 Table 2-4 Topographic Factor:(Kzt) ' Ka= 1+ Ke'Kt ^2 = 1.00 Where: Ke=1.00 Table 2-4 Kh Kt=0.53 Table 2-5 f=2.00 Table 2-5 Where: Ke= 1.00 Table 2-4 Kt= 0.53 Table 2-5 f= 2.00 Table 2-5 Ks= e" f z = 687.22 Where: f=2.00 Table 2-5 H z=98 ft from above H=30.00 ft crest above surrounding terrain Design Ice Factor:(Kiz) z ^.10 K 1.11 ip_ _ 33 Where: Ke=0.53 Table 2-4 Kt=2 Table 2-5 Velocity Pressure:(qz) qz= .002561'Kx'Kzt'Kd'V^2 = 45.26 psf Where: II= 1.00 Table 2-3 Geometric Properties: Overage Ice Ice Tank offset Description H(in.) W(in.) D(in.) Factor Wind Area Volume Volume Weight Weight distance Antenna Mount 48.0 2.4 2.4 1.1 1.12 0.16 0.43 15.31 20.0 10 KMW Antenr.a 48.0 6.5 2.6 1.1 2.33 0.47 0.94 26.33 20.0 10 Kathrein Antenna 54.5 10.3 5.9 1.1 4.49 1.92 2.83 51.14 50.0 10 Dual RRU+Serge 17.8 17-0 14.0 1.1 2.72 2.45 3.20 42.06 84.0 10 Cable Tray 48.0 24.0 6.0 1.1 8.25 4.00 5.48 82.80 51.4 10 Actual Loading: PKMw Ant = 171.94 lbs(on 3 Studs) = 143.28 lbs/stud Dist.Between Studs= 4 in PKathrein Ant = 279.43 lbs(on 3 Studs) = 232.86 lbs/stud Tens.Controls Dist.Between Studs= 4 in PDuai RRU•Surge = 191.29 lbs(on 3 Studs) = 159.41 lbs/stud Dist.Between Studs= 4 in PcabieTray = 410.58 lbs(on 4 Studs) = 102.65 lbs/stud Dist.Between Studs= N/A in Tactual= 22.2 86 lbs 232.86 << Tallow= 589.50 lbs OK ' Tension and Shear Check on Antenna lbs per 8 Equipment Vactuai= 161.37 6 studs 26.90 << Vaiiow= 442.20 lbs OK Masts Vcabue Tray= 134.15 lbs per 33.54 << Vaiiow= 442.20 lbs OK Shear Check on 4 studs Cable Tray Studs Stud Bending: Avg Stand-off,d= 0.25 in+l- _ Allowable wgt/stud= Sz"(Fy all/F.S.) d Allowable wgt/stud= 50.50 lbs > 33.54 lbs OK ' R.K.Executive Centre 0 201 Boston Post Road West 7 Suite 101 E Marlborough,MA 01752 t.508.481.7400 3 www.chappellengineering.com 0 f.508.481.7406 GNIELSO® General Information for Stud Welding Studs Stainless Steel (As Formed))- 75,000psi Minimum Ultimate, 50,000 psi Minimum Yield Thread META' Yield Load Ultimate Tensile Yield Torque2 Ultimate Torque Shear Strength' Diameter (sq.in.) (lbs.)at 50,000 Load(Ibs)at (ft-lbs)at (ft-lbs)at 75,000 (75%of Tensile psi 75,000 psi 50,000 psi psi Strength) • 10-24 UNC 0.0174 870 1,305 2.4 4.1 979 10-32 UNF 0.0199 1,000 1,500 2.8 4.7 1,125 1/4-20 UNC 0.0317 1,590 1,590 5.8 9.9 1,789 1/4-28 UNF 0.0362 1,810 1,810 6.8 11.3 2,036 5/16-18 UNC 0.0522 2,620 3,930 12.1 20.4 2,948 5/16-24 UNF 0.0579 2,895 4,343 13.8 22.6 3,257 3/8-16 INC 0.0773 3,875 5,813 21.6 36.3 4,359 3/8-24 UNF 0.0876 4,380 6,570 25.4 41.1 4,928 7/16-14 UNC 0.1060 5,315 7,973 34.6 58.1 5,979 7/16-20 UNF 0.1185 5,900 8,850 39.8 64.5 6,638 1/2-13 UNC 0.1416 7,095 10,643 53.2 88.7 7,982 1/2-20 UNF 0.1597 8,000 12,000 62.3 100.0 9,000 5/8-11 UNC 0.2256 11,300 16,950 106.6 176.6 12,713 5/8-18 UNF 0.2555 12,750 19,125 125.1 199.2 14,344 3/4-10 INC 0.3340 16,700 25,050 190.7 313.1 18,788 3/4-16 UNF 0.3724 18,600 27,900 219.9 348.8 20,925 7/8-9 UNC 0.4612 23,100 34,650 309.1 505.3 25,998 7/8-14 UNF 0.5088 25,450 38,175 351.5 556.7 28,631 1-8 UNC 0.6051 30,300 45,450 464.0 757.5 34,088 1-14 UNF 0.6791 33,900 50,850 534.4 847.5 38,138 * Torque figures based on assumption that excessive deformation of thread has not taken relationship between torque/tension out of its proportional range. In actual practice,stud should not be used at its yield load.A factor of safety must be applied.It is generally recommended that studs not be used at more than 60%of yield strength,however,the factor of safety may vary up or down according to the particular application in which the studs are being used. The user of these studs will make this determination 1 Formulae used to make the above calculations are as follows: Ultimate Tensile L=SA Ultimate Torque T=0.2 x D x L Yield Z=YA Yield Torque T=0.2 x D x Z Where D= Nominal Thread Diameter A= Mean Effective Thread Area(META) S= Tensile Stress(psi) Y= Yield Stress(psi) L= Tensile Load(lbs) Z= Yield Load T= Torque(in-lbs) 1 META is used instead of root area in calculating screw lengths because of closer correlation with actual tensile strength.META is based on mean diameter,which is the diameter of an imaginary co-axial cylinder whose surface would pass through the thread profile approximately midway between the minor and pitch diameters. 2 In actual practice,stud should not be used at its yield load.A factor of safety must be applied.It is generally recommended that studs not be used at more than 60%of yield strength,however,the factor of safety may vary up or down according to the particular application in which the studs are being used. The user will make this safety factor determination , 3 Shear values are based on Tensile Strength of the stud. !•1 • • AT&T Mobility,.LLC. 550 Cochituate Road Suites 13 + 14 • Framingham, MA 01701 • • • 1. ENGINEERING FINALFIDAVIT • (r- BA ' NSTABLE WATE TANK SITE #1290 Address: .,. 1118 Mary Dunn .ad 2:14. �' : ° Brnstable, •MA 0 5� . ` , Date: BER 20114: r 7:3 CHAPPELL 111 • '"� ENGIINEERING . -i._ ' ASSOCIATES.ua Civil.Structural•Land Surveying R.K.Executive Centre o 201 Boston Post Road West o Suite 101 o Marlborough,MA 01752 t.508.481.7400 o www.chappellengineering.com a f.508.481.7406 �f 1�.'GHAPPELL'. 1. _ ENGINEERING �.l 1 ASSOCIATES;"LLC Civil•Structural•Land Surveying • September 3,2014 • • AT&T Mobility,LLC. _ - • . 550 Cochituate.Road • .•: : . Framin ham; MA 01701 • Reference: Engineering Field Visit and Completion Affidavit Barnstable Water Tank, AT&T Site#1290 • ' .' 1118 Mary Dunn Rd. Barnstable, MA 02675' : CEA Job'Number•1221:008 • • 'Site Description: . The existing facility is located on an existing water tank:As part of the AT&T LTE site Upgrade/reconfiguration,AT&T has relocated its equipment area to outside the existing fenced compound as directed by the Barnstable Water Department(BWD)..Site utilities(Power&Telco)have been • upgraded and extended to the new equipment platform. Three(3)panel antennas have been mounted on proposed antenna mounts as detailed on the Construction Drawings:All three antennas have been • , installed on the face of the water tank at 98'-0"AGL,A new grounding system has been installed.around • • the•perimeter of the AT&T facility. Engineering Field Visit On•August 26,'2014 Chappell Engineering Associatesperformed a field inspection of the above. referenced AT&T equipment in order to verify general conformance to our.Engineering Construction: •• Documents dated 4/10/14. The enclosed site photos and field visit review checklist;document our field visit, The enclosed Final,Construction Control.Document:is attached.as requested Very truly yours, - • Chappell Engineering A Xl Orr � • • • R.K,Executive Centre 0 261 Boston Post Road West a Suite 101 a Marlborough,MA 01752 • t.508.481.7400 0 www:chappellengineering:corn n f.508.481.7406 i • Field Visit Review Checklist Antennas, mounts, and coax • • The new vertical cable ladder has been installed per construction drawing • 3 new pipe mounts for.LTE antennas have been installed w/3 new LTE antenna's. • 3 new pipe mounts for RRU/Surge boxes have been installed w/3 RRU's and 3.Surge boxes. • The GPS antenna is mounted to the existing ice bridge Site work • A new fenced equipment facility has been constructed consisting of:.equipment cabinets, PPC cabinet, RRU's on a 10'X20' concrete slab Utilities • A new grounding system has been installed at the perimeter of.the AT&T fenced equipment area . •.. Telco-a new telco conduit has been installed to the site from the utility pole located at the gated entrance to the water tank facility l • Final Construction Control Document ft To be submitted at completion of construction by a • Registered Design Professional for work per the 8th edition of the - Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Barnstable Water Tank• Date:9/3/2014 Permit No.. - '•" . Property Address: 1118 Mary Dunn Road Barnstable, MA 02675 • Project: Check(x)one or both as applicable: New construction ' X • Existing Construction • ;Project description: Relocation of existing AT&T facility per,Barnstable Water.Department. Installation of LTE antennas and related,equipment . -1 Clement Salek MA.Registration Number: .47382. Expiration date:6/30/2016 am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and ,specifications concerning: :Architectural • Structural• • Mechanical Fire Protection Electrical X Other: Describe Entire Project, for the above named project: I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis:To the best of my knowledge,information,and belief the work proceeded in accordance with the requirements of 780 CMR and,the design documents approved as part of the building permit and that" or my designee 1. Have reviewed,for conformance to this code and the design concept shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents.. 2: Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable: • • - . -3. -Have been present at intervals appropriate to the stage of construction to become generally familiar with the • progress and,quality of the work.and to determine.if the work was performed in a manner consistent with the construction documents and this code. , ' • Nothing in this document relieves the contractor of its'responsib' in• the provisions of 780 CMR 10.7. Enter in the space to the right a"wet"or electronic signature and seal: 4 k r •. Phone number: (508)481-.7400 • 5 sale 'gineering coin • Building Official Use Only Building Official Name:. Permit No.: Date: . Version 06 11-2013 , I 1 yi N } - • w,• ,' ..'. 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' : . • • • • . . i • • • • • • n <• 1.----,\ , • 1 r. • • • k \. \ ' • .,, . • '� • • ' \-, ". >'' /�S -• } • • • • • • • • • Alpha Sector;Antennas and Radio Heads • • t. • • . •' 00000.00. - tr ; ; 1 • • f• , IMMIZUNILH'N—i,-.J11,1•11111111116.6.. . .• a „� . . Beta Sector Antennas and Radio.Heads : . ..• • w T E +' •• :104r." `'. •r---"---,, ' : • • '4411;',. if i - . .. . �F f.0 5- filt..,7,..,,,:‘,1 ,- I I • rF w, a ti 1 w 1 41'1.1.';',". 14..-7,11,k,k, : .,,,,,.' lit ,jihi. , . :,..' - ' .4 .,alf 1 I x ' ill • . f I • .N Gamma Sector Antennas and Radio Heads " '�"+� Town of Barnstable 's'' 0 200 Main Street,Hyannis,Massachusetts 02601 Nil.ptt� •,N8N3!'ABIE, a659. MA� �� c, Regulatory Services Thomas F. Geiler,Director Building Division Tom Perry,Building Commissioner Phone(508)862-4679 Fax(508)862-4725 www.town.barnstable.ma.us November 29,2012 AT&T Mobility do Mr. Gerry Squires Site Acquisition Consultant 101 Palisades Circle Stoughton,MA 02072 RE: Site Plan Review#029-12 - AT&T Mobility 1118 Mary Dunn Road,Hyannis Map 333,Parcel 016 Proposal: AT&T proposes to add 3 antennas,6 remote radio heads, 3 surge arrestors and 1 equipment cabinet to an existing wireless communications facility located on a fire district water tank within applicant's 98 foot elevation lease area,not exceeding the height of the water tank. Cabinet to be mounted on an existing backboard. Dear Mr. Squires: Please be advised that the above-referenced proposal has been administratively approved subject to the following: O Approval is based upon and must be substantially constructed in accordance with plans entitled "AT&T Site Number: MA1290; Site Name: Barnstable Water Tank",6 Sheets, dated September 19,2012,prepared for AT&T,by Chappell Engineering of Marlborough,MA. • Applicant must obtain all other applicable permits,licenses and approvals required,including but not limited to a building permit: A copy of the approved site plans will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan/Regulatory Review Coordinator CC: Tom Perry,Building Commissioner TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map3s 'S Parcel 6t PT Application # i(7a Health Division MI R.16 ?016 Date Issued 3 _V-14 ell° Conservation Division MAtcr T OWN OFB4RNSl Applicati ee°7/1-E aj Planning Dept. AB�F Permit Fe l/ Date Definitive Plan Approved by Planning Board Grp Historic - OKH Preservation/Hyannis 3ilagi te )04-- Project Street Address 1 1 % M ok "-- A( r1 R o&-c L Village o.cr L Q Owner 1ow.,. © c c °. -Soh pvAddress 7 G1d,�('or-. Telephone 50�-�1 S '" 00 �3 Permit Request to,,�� � �� �.�Q r���k, 4-,.-. w Oc\ -4-bp cans lcr-• 2 V,prv.j -L �, 1—`G�,.y �� o,� -10k, l c l 1 4 ( /7 I A(L) . C�., ` r```��`"�', -Ea c-e1oc,-Le -i> f J Gres, Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new. Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 1 17 Name Ro\-e,-- Rk."SO Telephone Number Q-e-11 ' 663 — cYg6- lU 3 Address 3O Lon \-NI t Co A License # " 1O-71462 Linn Mif"\ 0 J 9 oW Home Improvement Contractor# N lf), Email ro -i.r- Asso pogee n�+� eon,.., , 0—o rv, Worker's Compensation # W Q,b!% I 1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 11-Ar,Vs cr y `7a a cZA ,00cit �c- , (3-er lorr -ce , N.) 11 SIGNATURE Z`• DATE 11 6 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: • xt FOUNDATION FRAME INSULATION { FIREPLACE ELECTRICAL: ROUGH FINAL Q PLUMBING: ROUGH = FINAL GAS: ROUGH FINAL �/ ► ILINAL BUILDING ' (ft( i 12. t I CO �c�'tt9L-/ 4 ti E DATE CLOSED OUT k. ASSOCIATION PLAN NO. 1 • r + • r ♦.sisb BABNSTABLE.s639. • Town of Barnstable QED mid �� � Regulatory Services Richard V.Scali,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section . If Using A Builder BUL JIL 1, OA0S xe -Pc St,(4,, ,,sur p� �'+J`r , as Owner of the subject property hereby authorize \D er�- g ASS O 1 s'�a� �^��� to act on my behalf, in all matters relative to work authorized by this building permit application for: IiIc9 VO4-r7 nh Pv�vl J J4LL 4 021)30 (Address of Job) 3/ I HAu,.$ `ser_ b S e of Owner " Date 3t,f-As ,f)(mit-s, d-Lt „1-21LYL,J, Print Name.Sti��s�a� Dipv L%L `��''7 Qt.nsr"4_ If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 040215 f- l.' ADVANCED East Providence, RI 02914 500 North Broadway Phone:401-354-2403 ENGINEERING GROUP, P.C. Fax:401-633-6354 November 2, 2016 Paul Roma Building Commissioner Town of Barnstable, Building Division 200 Main Street Hyannis, MA 02601 RE Engineer's Final Affidavit 1118 Mary Dunn Road Barnstable, MA 02630 pIe— T-Mobile Site#: 4DR5515A Dear Mr. Roma: In accordance with Section 107 of the Massachusetts State Building Code, this office has reviewed the completed T-Mobile equipment installation at the above-referenced location. The purpose of the review was to establish compliance of the completed project with the approved design plans entitled "Barnstable Water Tank", Site No: "4DR5515A", Rev 5: Dated 5/06/16, by Advanced Engineering Group, PC, and applicable provisions of the Massachusetts State Building Code/International Building Code. With respect to T-Mobile's equipment installation, it is my opinion that any minor deviations from the design plans do not endanger the intended function of the facility or the safety of the public. This letter is not intended to relieve any party responsible for construction from meeting the requirements imposed by contract or other means, including commonly accepted industry practices. Based on our review, I, Marc Chretien, licensed professional engineer number 40313, hereby certify that to the best of my knowledge, information and belief that, except for the deviations listed above, the work has been done in accordance with the approved plans and the provisions of the Massachusetts State Building Code/International Building Code. . Very truly yours = "` ---_-- "*�`N o des 1 /70 oi MARC R. % .- a 1: 1 cTO 4 �' CHRETIEN v - F Marc R. Chretien, P.E. CIVIL Advanced Engineering Group, P.C. No.40313 4 'IP tEOISTO t e--• 'o�FSPONAI ENO 4DR5515A-CCA �► Town qtvg do nstable )74, Regulatory S:rvice'�11f nt# r,.,•,,,.� ThomalF'Ger ri Dfiretr,I BARNSrAB • Building Division 2� Hasa $ g 9� 69m Tom Perry-Building Commissioner 200 Main S reeti y;r iis;M&..Q2601 www.town.barns(able.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# a t U) Mc-7 0 FEE: $ SHED REGISTRATION 120 square feet or less g M' cvni Punn Rd , Location of shed(address) Village )cu l P/ .) IOW, 775-- ) Property owner's name kV V r sU/ & pi/T. Telephone number g X 14 ' 333 0 Size of Shed Map/Parcel# 5/3i 2 C/o Signature Date Hyannis Main Street Waterfront Historic District? -6 ( A ) Old King's Highway Historic District Commission jurisdiction? Y' Conservation Commission(signature is required) rO Sign off hours for Conservation 8:00-9:30&3:30-4:30 ��YY PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042506 Town of Bamstable Geographic Information System March 31,2010 333015 i #0 333012 #0 s 333016 a... #1118 Ta I c a z MID-CAPE IWY (WEST) RTE 6 0 51 Feet DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:333 Parcel:016 N boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1"=100'may not meet established map accuracy standards. The parcel lines on this map Owner:BARNSTABLE,TOWN OF Total Assessed Value:$132600 r are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:1.25 acres Abuttersy. t��"E boundaries and do not represent accurate relationships to physical features on the map Location:1118 MARY DUNN ROAD S1$ such as building locations. Buffer r • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 3 Parcel 0/,(D Application#p4H a /3. -D— Division -C-oll rvation Division Permit# ,, Tax Collector Date Issued Ci /3 a Ca TreasurerOr.. ., Application Fee Cg/ed Planning Dept. Permit Fee 5 6 r 7 0 Date Definitive Plan A.prPlanning Board 0( Historic-OKH ; p/1r^' Preservation/Hyannis ' PR Project Street Address i I I V NIGH,.y 0L4, 7 kap Village - 13 Q., S ad le Owner 13&AAt'uPg. (,4-4. - tsh/L Address ' 7 O// l` -{-,met,fLI Pk Telephone 50Y 271---OcKs 3 Permit Request a 'du LA_ -42_x,�-1,iv Akfie-H GS CielfLt Z,. _ Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new Zoning Distric Flood Plain Groundwater Overlay Project Val ation .7.OOP Construction Type *ell co,"-) Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new i Total Room Count(not including baths):existing new First Floor Room Count % Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: 0 Yes::::, ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing 0 new size Attached garage:❑existing ❑new size Shed:0 existing ❑new size Other: 1 r?: l Co r;z Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# --—Current Use-- .-----_ _-____ _ _ _ _ _ Proposed Use BUILDER INFORMATION Name CG4 t f f4I 11 Telephone Number d(7 —IV 6 r 6 Address t'b r Ai Wool 6 i— License# 0 L1 3 Or Home Improvement Contractor# Worker's Compensation# w C F? 7e'c C l I ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C+,h cJ i/1 r\Jecic,b SIGNATURE DATE ?/2-7/oZ it G • t r FOR OFFICIAL USE ONLY _ _ PERMIT NO. / ._ DATE ISSUED ' - ' MAP/PARCEL NO. - -^r " r l };a r ADDRESS VILLAGE • OWNER i, '1 - DATE OF INSPECTION: d FOUNDATION FRAME INSULATION i FIREPLACE 4 ELECTRICAL: ROUGH FINAL - PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' _ , 1 FINAL BUILDING - t - l y DATE CLOSED OUT y ASSOCIATION PLAN NO. `SE T°" Town of Barnstable BA1tNSf • Department of Public Works A..E. 9g �m� 230 South Street,4th floor, Hyannis MA 02601 D N10'`� www.town.barnstable.ma.us WATER SUPPLY DIVISION Hans Keijser 47 Old Yarmouth Road Interim Supervisor Hyannis, MA 02601 Tel (508) 778-9617, 3502 Fax (508) 790-1313 Date: 05/11/06 To: Aaron Cowher Cingular Wireless UMTS c/o SBA Network Services, Inc. 900 Cummings Center, Suite 316U Beverly, MA 01915 (978)921-2779, 206 From: Hans Keijser Subject: Consent request for modifications to communications-equipment Hi Aaron, I have reviewed the plans for the modifications on the unmanned telecom facility at 1118 Mary Dunn Road in Barnstable, Ma designed by CH2MHi1l stamped and dated by Nestor Popowych RA MA 3/17/06. The plan #MA4108 Barnstable Water Tank contained sheets T-1, SP-1, SP-2, SP-3, SP- 4, A-1, A-2, A-3 and E-1. The modifications are; • Change out of equipment • Electrical work related to grounding and cabling • Change out antennas The consent to the modifications described above and in the plans mentioned is given. The lack of proper , aintenance and the bl t. the side of the u+++�v++u.a+vv u+lv. repair on cable-tray 141LL1111� ll�! LL1V water tower is of concern to the Town of Barnstable. Be also aware of a problem with opening the inspection hatch located directly behind your equipment.One pole and cable seem to be in the way. The hatch needs to be able to be opened all the way, please fix these deficiencies soon. I include in this letter some pictures showing clearly the issues mentioned. With regards, Hans Keijser A-^ Interim Superviso r , REGISTERED ARCHITECTURAL AND ENGINEERING SERVICES CONSTRUCTION CONTROL AFFIDAVIT PROJECT NUMBER: A 4 la PROJECT TITLE: '11?IktelS 1,a.. Lt v a t.1w1 It PROJECT LOCATION` I 114 41 10 ii^h lq 10 , NAME OF BUILDING: Vv cLi,L, t4.h IL SCOPE OF PROJECT: s,D 1 a.c„e, u vl,t,a.,n.4.S In accordance with Section 116.0 of the Massachusetts State Building Code,I,Nestor Popowych, Mass.Registration No.9454,being a registered professional engineer/architect,hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL FIRE PROTECTION ELECTRICAL OTHER(specify) For the above named project and that,to the best of my knowledge,such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code. All acceptable engineering practices and all applicable laws for the proposed project. I further certify that I shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to determine that the work is proceeding in accordance with the documents approved for the building permit and shall be responsible for the following as specified in Section 116.2 1. Review,for conformance to the design concept,shop drawings,samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required materials. 3. Be present at intervals appropriate to the stage of construction to become, generally familiar with the program and quality of the work and to determine,in general,if the work is being performed in a manner consistent with the construction documents. i \ Pursuant to Section 116.4,I shall submit periodically,a progress rep Ira toge er with •ertine _ ,.,:.._, comments to the Milton Building Department. Upon Completion of i.'A Wok,I sha 1_0 'i .C67 report as to the satisfactory completion and readiness of the project fIi Fccu's,.,ncy. /re,c 0'0 POA0 7 ', /� qk ar . 1 Signature �-_--. , CI ICAGO, Subscribed and sworn to me this /47 day of A' ✓ . •/ ' A` 20 3 ILLINOIS c` NOTARY PUBLIC MyCon mfssion Expires On,4 / ,--5 '" p OFFICIAL SEAL AUDREY DIl NOT ny m.STATE OF O INOIS oN ExPIRE5.04 1o8 -1- Hans Keijser Supervisor COE � Town of Barnstable IWater Supply Division Department of Public Works M{ll 47 Old Yarmouth Rd.,Hyannis,MA 02601 Phone(508)778-9617 ext.3502 Fax:(508)790-1313 Email: hans.keijser@town.bamstable.ma.us . 507-771--Lix,3 �SMEt\ Town of Barnstable °"\�1 Regulatory Services • . : • MASS.1'E Thomas F.Geiler,Director ' 6M;�°�e Building Division. Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us • Office: 508-862-4038 Fax: 508-790-6230 • • Property Owner Must Complete and Sign This Section If Using A Builder '1,A11�i �{''W .S Viiwr Li" I Own I, r � ,as of the subject property hereby authorize IMA()c a 4141Jo/S 1311 h.cti u'L, Sc s Z..,, to act on my behalf, in 4 matters relative to work authorized by this building permit application fon 4.;' U 18 Vim* V1/41.e n (,.44 3 4e,.a144le: f4AA 644,1 7 Dit 2 (Address of Job) s , . 4, 4,41.[,.0( 4.ti •,) r. /C4 0 /I S• e of Owners**464 • Date �1csaw. Print Name • Q:FORMS:OWNERPERMISSION • 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 33,3 Par el 0/6- TOWN OFBARNSTABLE Permit# �3i 05 J a Health Division /�. � Date Issued Conservation Division ZDOZ• 2002 JUL29 AM 1I 17 Application Fee` e7, C Z� Tax Collector • d/C /6 7 /. T2 9�� Permit Fee / Treasurer �� DIVISION Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis i// � d Project Street Address /yfG�y P�/I�'I • Village gat-,1s'4h. / Owner /30.1-4 A4 LA-At/-er 0,04 oa P's7 Address /,'D /Cj< re‘ /7/74.4/7.S/Nif OZ(ii Telephone 5-08-22S:vri63 Permit Request reeN,o,Jo,l of fwo Gel/ah_1- cr,,-ryr►jh1id -i'may �j, enrl� �,.,� 1 y4.re 44 c.,I oyr, c�r4 nhG per i ' ,,,4 4 5 Aki.J Gax rCi-W5 tbaq, t Ac J 7 (b;ie.)-1 Square feet: 1st floor: existing AIM' proposed 2nd floor: existing proposed Total new Ai/At Zoning District - I Flood Plain Groundwater Overlay Project Valuation t,geze,c Construction Type y={,/rf.oMMuni rog}iyjr ere OrA5) Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other A-//ist Basement Finished Area(sq.ft.) /eJ Basement Unfinished Area(sq.ft) Number of Baths: Full: existing /I07 new Half: existing new Number of Bedrooms: existing AOnew r' Total Room Count(not including baths): existing /�/fr new First Floor Room Count Is Heat Type and Fuel: ❑Gas 0 Oil ❑Electric ❑Other A/fr Central Air: ❑Yes I --No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:0 existing ❑new size Pool:❑existing ❑new size Barn:0 existing ❑new size Attached garage:❑existing 0 new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial �l Yes ❑No If yes,site plan review# Current Use 6654-m idtconimo�l' �,?5 Proposed Use .�a014, fo BUILDER INFORMATION Name G• 69r144,,,/,ci-1 ms Telephone Number Address /ten deo,c. 356 License# 6 S 05 33 z/7 (.Jn/k' bore ai/s wi1 03Z%- Home Improvement Contractor# Worker's Compensation# c52.2Z0L-/yoS"7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO L✓o/� to iL/N SIGNATURE DATE ,- i FOR OFFICIAL USE ONLY p •a ; 1 PERMIT NO. - - - MITE ISSUED - y- ` f - MAP/PARCEL NO. ,- fli�--. ( 2 -- r i ADDRESS ' ` VILLAGE = �r M _, f OWNER ? j - 1"1 r DATE OF INSPECTION: —~'' 2 FOUNDATION FRAME INSULATION FIREPLACE , ' 3 l ,✓ ELECTRICAL: ROUGH FINAL V PLUMBING: ROUGH FINAL J GAS: ROUGH FINAL- A _ r FINAL BUILDING - '( f A DATE'CLOSED OUT ' / , , ASSOCIATION PLAN NO. • -, • — A `,elm roil Town of Barnstable P Regulatory Services * BARNSfABLE. r� M639. g Thomas F.Geiler,Director .-'kb ' Building Division Tom Perry. Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 790- 6230 August 22, 2002 Ominpoint Holdings, LCC C/O Mr. Mike Lawler 6 Prospect Street Goffstown, NH 03045 Re: SPR 052-02, 1118 Mary Dunn Rd, Barnstable (R333-016) Proposal: Installation of wireless communication device on public utility Dear Mr. Lawler; Please be advised that this application was approved administratively by the Building Commissioner on August 2151. As you may be aware a copy of this letter will be required at the time you submit the permit application. Thank-you. Sincerely, Robin C. Giangregorio Zoning& Site Plan Review Coordinator TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION inn Map 3a3Parcel Permit# Health Division 0/7( /( 3 7 Date Issued AM Conservation Division _i I�J - O7, - i 3 �. 6Tax Collector OK- ) Treasurer ® k - / /0,2 Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Addressing T1 CvrA c)cA Village CSC Owner 'C Address Qto \\,\` •tom \t•i'e �� Telephone 78 f- go? 4,S-S-0 Permit Request ,21,:<.` � y.���:�,, Cvn(Tc,\e_ R.a c t 5X 7 Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuation MOO.00 Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: 0 Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No , Basement Type: ❑ Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New_ Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool: 0 existing ❑new size _Barn: ❑existing ❑new size Attached garage:0 existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 0 No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name PaU\ lac Q\- c&c- Telephone Number 9 75- Y -8-5'3O Address 1 b )5A,h ") License# C CI75a 1 `) C:cs\\eccte, 0\53a \ Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATUR DATE 3`)P- t FOR OFFICIAL USE ONLY * t i "PERMIT NO. . e i it DATE ISSUED MAP/PARCEL NO. - . ADDRESS VILLAGE { OWNER , • • • ' i" DATE OF INSPECTION: FOUNDATION FRAME M INSULATION , , - f FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL K GAS: • •',-,ROUGH FINAL ' FINAL BUILDING ;z. • ���� • t DATE CLOSED OUT - _,r ASSOCIATION PLAN NO. R W E r 'Eigineerrng Dept. (3rd floor) Map alb ' Parcel 6 I` Permit# 3 /3g 7 ,,\ Hous� y Date Issued ,/25 Q a oard of Health(3rd floor)(8:15 -9:30/1:00-4 3M - Fee y,5-6, Jo Conservation Office (4th floor)(8:30-9:30/1:00-2:00) --t�.Z/t e r C//?/?? j Planning Dept.(1st floor/School Admin. Bldg.) 00HE 7b--- Definitive Plan Approved by Planning Board 19 9; BARNSTABLE. MASS TOWN OF BARNSTA E F°"��' Building Permit A pli ation Project Street Address i tie miry.Dunn R°ad Village Bnrn.<4,4 . ' Owner Ra«+sd9,,le Wc,4ct C -rn,Pc.,.y Address f 0 ,go. ;lad ijy 444;s'1 )h/} eaCO/ Telephone ' SO8. 77,5— 0663 ' Permit Request ,J© ;n644# 1'4,® la, wb•'p 444enrssc 40 'fhc 40, if ../Ac ex,aii ► 4-.- • ~ •on K- . lkse ankwrm,e r..;1/ Se eo„nee/eel. by '9 tuns of i 2911 el•%+ •enwx 0,6k -Awl Lven4,.,fy v.'11 km,1 ;n i c. 1A7C tad'', r,..).Ai v-Aetit sib an iv pi a yrrl"pre 'of c..lagef„ First Floor N/A square feet Second Floor n IA} square feet Construction Type Witless exec nt.a.afo., 44e,.11.v (65fiv,e:a,'nI Estimated Project Cost $ f "2y, D0r, Zoning District fk F-1 Flood Plain n/il Water Protection N/A Lot Size '! J Sco' . Grandfathered ❑Yes LI No Dwelling Type: Single Family ❑I 10Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes Si No On Old King's Highway(LlYes) o Basement Type: ❑Full LI Crawl ❑Walkout [A Other fY.'(3, L„/oaei 1-4n ICS Basement Finished Area(sq.ft.) NIA Basement Unfinished Area(sq.ft) N pi Number of Baths: Full: Existing 4 fA New ).J)A Half: Existing . W JA New N/A No.of Bedrooms: Existing New Total Room Count(not including baths): Existing VA New First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric LI Other 1/A • Central Air LI Yes ❑No Fireplaces: Existing ]i/' New Existing wood/coal stove ❑Yes ❑No y Garage: ❑Detached(size) /VA Other Detached Structures: LI Pool(size) ❑Attached(size) iyiA ❑Barn(size) ❑None ❑Shed(size) Alf SriC fihn fk{v?cL. Appi:ci4i0A 058/99 ❑Other(size) Zoning Board of Appeals Authorization ❑ JA Appeal# Recorded❑ Commercial SI Yes ❑No If yes, site plan review# (S$.79 Current Use Lev,14, wale, yank Proposed Use 1�1/ek 14nK G cComr+ j?M a �relcs� ;�4e;b, Builder Information Name lrfr rrt Ab n44.,A to fr.%u n:ce on Telephone Number 661-S`r- 'Co! Address ar 6trier S � License# (334 7 11/0146te rti-M. / ,i//JJ Home Improvement Contractor# Worker's Compensation# Cm L ob.) 14 W qS SS' NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO A f/4 r SIGNATURE47....razic•r (empoPill) DATE C.- (S 99 BUILDING PERMIT DENIED FOR THE FOLLOWING REASON(S) a,•7 Y tea" ` . .4twat4...- " . r� JA -. gfrike-c- % FOR OFFICIAL USE ONLY PERMIT NO. + DATE ISSUED. y Y ;x r • l - • - ; MAP/PARCEL NO. , r ADDRESS VILLAGE "' _ — b OWNER _, h - v _ .{ I DATE OF INSPECTION••. - N {. _ , - ». — _ = ,' i z fi FOUNDATION M1 »� s FRAME ._ f = INSULATION . - • ' ; i FIREPLACEt = r • s , ELECTRICAL: ROUGH . FINAL r n. F f�P y _ 1 3 PLUMBING: ROUGH .. FINAL _ `, GAS: ROUGH _ 3. I • FINAL -� • FINAL BUILDING • • • .� r - • A r -, .. . 1 j - /"ti ,., ' r t • DATE CLOSED OUT —‘ I. ASSOCIATION PLAN NO. . 5 i - t "h' ' Tps f - ' �( F :, u i v: •i\ PROJECT NAME: a/.e/I iezes. ik„, r7 4 ADDRESS: `//f :: )Q'vi � PERMIT# 3 73(.0 73 3 a 7 PERMIT DATE: Vie 1 . (S f� 1Y1/P: / LARGE ROLLED PLANS ARE IN: BOX /nJ 1 I SLOT (;• Data entered in MAPS program on: qikp ( () BY: �� 1 C '' �' The Town of Barnstable srneie, • ��' Department of Health Safety and Environmental Services c nno't" Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner June 7, 1999 Jackie Slaga,Esquire. OMNIPOINT 50 Vision Boulevard East Providence,RI 02914 Re: Site Plan Review application 058-99 1118 Mary Dunn Road,Barnstable Map/parcel 333/016 Dear Attorney Slaga: Your application to add an antenna to the Barnstable water tank on Mary Dunn Road has been approved by Site Plan Review. Please understand that it is your responsibility to obtain all necessary approvals from the Zoning Board of Appeals;a building permit will not issue until this is completed. Sincerely, Ralph M.Crossen Building Commissioner TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION , i Map .� Parcel 0/6 D,3 • - . Permit# ;,35 13 • Health Division 52-//e,'.i / 6 ' Date Issued - f'to ' CPI Conservation Division /� r? Fee - ,/8;. D • •Tax Collector. ' _ Treasurer i-L- } = CA Planning Dept. Date Definitive Plan Approved by Planning Board • Y Historic-OKH Preservation/Hyannis : + ' • , Project Street Address ///8 A)e� 1)u t,,u 4Di _ • . • • Village Z rLadfi/,e . Owner fbrr/u,-s,44 //4Fe �Dm,,,r7-,v • Address • j'?Q, &o)b J //y�,,1,,, • , Telephone per- 7 2S"- DCC3 *- } + . Permit Request A 4e_4 • .9w-k.Lk-vi A e-)4.s,4';j /AC,. 414-/42 14 �/ /96, /zzi Ae,e r /NS/A-// .4 / X 7 V. e Cie ch./4/46 - s �W 0 A)44 ./ )6 A 4/ -7 ` zi e „,r J,T4� G. 12,c,of ` Square feet: 1 st floor: existing proposed 2nd floor:existing proposed Total new Estimated Project Cost134 4014t Zoning District /F-/ _ Flood Plain Groundwater Overlay //" Construction Type 4aV 4G;,) • Lot She, - ' Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Sine - Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's ' way: ❑Yes .0 No . Basement Type: ❑Full ❑Cra ❑Walkout ❑Other - Basement Finished Area(sq.ft.) Basement ished Area(sq.ft) Number of Baths: Full:existing new- - Half:existing new Number of Bedrooms: existing ' new , Total Room Count(not including baths):existing ' new First Floor Room Count Heat Type and Fuel: 0 Gas 0 Electric ❑Other • Central Air: ❑Yes 0 Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garag • existing ❑new size Pool:O existing 0 new size Barn:❑existing ❑new size Attache arage:❑existing ❑new size Shed:0 existing 0 new size Ot : ' Zoning Board of Ap als Authorization 10 Appeal# /17,-/.3 O •. Recorded2 7 f Commercial Yes 0 No 'If yes,site plan review## / 75''- (9,c Current Use ,c ` - k Proposed Use ..c�/0ss 0,,' - 'BUILDER INFORMATION , Name Cie•� 4 6 r,7e a ie,c, Telephone Number o3-i - 7€so . Address ,7y4/ Zed"„.),z,,<, ,Si License# 0 ? a 7 3O ' e,`%c.a s-e /Zl/9 - dD/76 • Home Improvement Contractor# Worker's Compensation# P)-US f S , 13(0S% %', ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ' /--7 SIGNATU G- — DATE /NY7 . — FOR OFFICIAL USE ONLY t - PERMIT NO. - 1,'. , DATE ISSUED � T ~ ` .. •Y' . . ^? •.. MAP/PARCEL NO. :. 1 `,M ,' j n r '• , i -_, . , E. - _ , -ADDRESS $ i VILLAGE .� r OWNER ' y , - . f r 1 t - - f - - _ . . • • • 4 • DATE OF INSPECTION - . t s T. s • FOUNDATION , ;: r , r " ., 3 '' t t r _ t, •• ', V FRAME • e • ? - , •° , t ' • INSULATION r i t c • V ' f • - `', ••. �• 5. y5 ' FIREPLACE - - .1- -• t V. _ _ • ELECTRICAL: ROUGH FINAL f . - +�- t • •� 4 _ , i Trt. ` � ' R`- . d . .-. -1 a- 1 PLUMBING: ROUGH FINAL • _ t f ` GAS: ROUGH " FINALt 4" - t ` ., } i r i 4 FINAL BUILDING `. 7 1, . -' fi . DATE CLOSED OUT - • ' e • , r t • t ` ` ASSOCIATION PLAN NO. s • 4 01 —OF;- 1811gq e 09 m s4 • BABN9TABLE. ? •1. 1 ' _ a �MA88. $ !.� i67q. �0 EDP'�� Town of Barnstable Zoning Board of Appeals • Decision and Notice Appeal Number 1998-130 -TeleCorp PCS, Inc. Use Variance to Section 3-1.3 Principal Permitted Uses Summary: Granted with Conditions Applicant: TeleCorp PCS, Inc. Property Address: 1118 Mary Dunn Road, Barnstable Assessor's Map/Parcel: Map 333, Parcel 016 Area: 1.25 acres Zoning: RF-1 Residential F-1 Zoning District Groundwater Overlay: AP Aquifer Protection District Background: TeleCorp is a Washington D.C. based telecommunications company that has entered into a joint venture with AT&T to build and operate a digital wireless network in a number of markets across the Midwest, the South and New England. Part of the New England network includes Cape Cod. The company has selected several sites within the Town to serve the residents and businesses of Barnstable. The Mary Dunn Road parcel consists of 1.25 acres and is presently improved with 2 water tank structures. The applicant is proposing to attach 6 panel antennas at a height of 100' to the eastern, 105' high water tank and install a 12.5' x 7.5' concrete pad at the base of the water tank to hold up to 4 equipment cabinets. This site is located in the Old King's Highway Regional Historic District.)The proposal has received a Certificate of Appropriateness from the OKH Commission on August 5, 1998. This project was found approvable by the Site Plan Review Committee and forwarded to the Zoning Board of Appeals on August 6, 1998. According to the application, TeleCorp complies with FCC standards and has received approval from the Massachusetts Department of Public Health. Requested Relief: The site is located in an RF-1 Residential F-1 Zoning District which only permit single-family dwellings. The existing water tanks are allowed as-of-right as an exempt water supply use (Section 2-4.1(4) Unrestricted Uses-Municipal or Water Supply Use) and are, therefore, conforming with regard to zoning. At this point in time, the Town's Zoning Ordinance does not have provisions directly governing wireless communications. The Town's policy is to consider for profit wireless communications services to be a commercial use. In order to obtain a Special Permit, the use must fall within a category specifically excepted in the Zoning Ordinance for a grant of a Special Permit. If a particular zoning district does not allow this type of commercial use as-of-right or does not contain Special Permit provisions to allow the use, as is the case for the present appeal, the only other way to obtain approval would be by way of a Use Variance. To permit the proposed wireless communications facility, the applicant is applying for a Use Variance to Section 3-1'3 and Section 3-5.2(5)(B)(a)of the Zoning Ordinance, all in accordance with Section 5-3.2 General Powers, and Section 5-3.4 Variance Provisions. In addition to the request for a Use Variance to • Town of Barnstable-Zoning Board of Appeals-Decision and Notice Appeal Number 1998-130-TeleCorp PCS, Inc. Use Variance to Section 3-1.3 Principal Permitted Uses Section 3-1.3 of the Zoning Ordinance, the applicant has applied for a Use Variance to Section 3-5.2(5) AP Aquifer Protection Overlay District Regulations. This additional relief is not necessary. Procedural Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on September 28, 1998. A 90 day extension of time for hearing the appeal and filing the decision was executed between the applicant and the Board Chairman. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. .The hearing was opened December 02, 1998, at which time the Board granted the requested Use Variance with conditions. Hearing Summary: Board Members hearing these appeals were Gail Nightingale, Ron Jansson, Gene Burman, Thomas DeRiemer, and Chairman Emmett Glynn. Attorney Peter Morin represented the applicant. Supporting staff included Chris McCarrier and Jim Smalanskas from WFI-Entel Technologies, Inc., and Dan Goulet, R.F. Manager. Attorney Morin addressed the Board and reported TeleCorp PCS Inc., based in Washington, DC, is a telecommunications carrier licensed by the FCC to provide wireless telecommunication in a number of areas including Massachusetts. They operate under an agreement with AT&T Wireless Services using their system, but Telecorp will use its own brand name. In the Town of Barnstable, every proposed antenna site is to be located on existing structures. The proposed facility on Mary Dunn Road in Barnstable contains 6 antennas attached to an existing water tank and a 12'6" x 7'6" concrete pad at the base of the water tank which will hold up to 4 equipment cabinets. There will be six coaxial cables running from the pad to the antennas. All equipment will be painted to match the water tank's color(s). The facility will be served by standard electric and telephone utilities. It is unmanned and no water or sewer is needed. There will be approximately 1-2 car trips per month for inspection/maintenance. This site is 1.25 acres with two water tanks and located in the RF-1 Residential F-1 Zoning District. The tank is the only existing structure (in the area) available to provide sufficient coverage for that area in Barnstable. Attorney Morin reviewed how this site was selected using a computer model that evaluates the topography, population, land use, etc. A system is designed and Telecorp approaches the company to negotiate a deal to use their structures. A letter of standing was submitted from the Barnstable Water Company granting permission and authorization. The site is located in the Old King's Highway Regional Historic District and the proposal received a Certificate of Appropriateness from the OKH on August 5, 1998. This project was found approvable by the Site Plan Review Committee on August 6, 1998. Attorney Morin reminded the Board that the use is not authorized in any zoning district in the town and therefore, the use is not permitted [in this district]without a variance. As to Variance Conditions pursuant to MGL Chapter 40A, Section 10, a literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship to the petitioner because it would prohibit Telecorp from being able to service the Town. Telecorp's service is designed to provide a means of communication in which its customers must be able to use at all times, especially in emergencies. There can not be any "holes" in their coverage. The FCC License requires Telecorp to provide"seamless" coverage or they could have their license suspended. If this tower-because of its height-is not used, their coverage may be flawed. As to unique conditions that affect the locus but not the zoning district, this tower is the tallest structure in the district and the area and it would allow the use without having to build a new tower.of.equal height. Because the tank is already there, relief may be granted without derogating from the intent or purpose of the Zoning Ordinance and with no detriment to the public good or the neighborhood affected. This use will generate no noise, traffic, smoke, dust, odor or disruptive lighting. The existence of these structures will provide to the community enhanced wireless services, public benefit and added convenience to local residents. Tl a proposed project(s) is consistent with the final regional plan and the model bylaw of the Cape Cod Commission. They strongly encourage the use of existing structures. 2 Town of Barnstable-Zoning Board of Appeals-Decision and Notice Appeal Number 1998-130-TeleCorp PCS,Inc. Use Variance to Section 3-1.3 Principal Permitted Uses The Board asked about any threat or potential detriment from these antennas that could be reflected in the adjacent residential neighborhoods including health hazards and interference and any impact on radio frequency of airport that is near to this site. Dan Goulet addressed the Board and referenced an approval letter from MA Department of Public Health. He explained that every site is required to be on file with the state. There are no potential safety hazards. This state uses stringent requirements for radio frequency exposure. The safety threshold is 1000 microwatts and this site is expected to be 5.6 microwatts-this comes out to less than 1%. There will be no frequency interference because this frequency has already been in use for quite some time without problems. Telecorp will use a 1900 megahertz frequency, which is about 2000 megahertz away from any household frequency. They have already filed with the FAA filing for their use as it relates to the airport. Telecorp is assigned a frequency from the FCC who in turn works with the FAA and they assigned them a frequency that will be used to make sure there is no interference. Jim Smalanskas clarified that this site was chosen because it will provide the best coverage for the area and allow seamless coverage. Attorney Morin reviewed an overlay for the area. If this site is built as planned, there will be no need for additional antennas on site. If anything, carriers are added to a"growth cabinet" on the base structure located below the site. The antennas will be located below the top of the tower and painted the same color as the tank. The digital features of the cellular service were explained. Everything is built according to state code and must be approved by the state. Co-locating on existing structures is encouraged by the state, but Telecorp is the only carrier requesting to locate on this tower. Public Comments: No one spoke in favor or in opposition to this appeal. Findings of Fact: At the hearing of December 02, 1998, the Board unanimously found the following findings of fact as related to Appeal No. 1998-130: 1. The Petitioner is TeleCorp PCS, Inc. The property in issue is 1118 Mary Dunn Road, Barnstable, MA as shown on Assessor's Map 333, Parcel 016. The area 1.25 acres and located in RF-1 Residential F-1 Zoning District and located in an AP-Aquifer Protection Overlay District. The principal permitted and primary use in the RF-1 Residential F-1 Zoning District is residential. 2. The parcel has been utilized -prior to the adoption of zoning -with a water tower owned by Barnstable Water Company. The Petitioner has entered into a lease agreement with the Barnstable Water Company and therefore has standing before the Board to seek the requested relief. 3. The Petitioner is in the business of telecommunication. An accentual feature of telecommunications is the ability to be within the correct locus for generation of signals that come out of the apparatus as well as to ensure that the height itself is significant to enable their systems to interact within their prescribed area grid. This parcel of land is one of the higher parcels of land along Route 6 and located on top of a glacial moraine. The site borders Route 6 which is a major thoroughfare for Barnstable County. 4. The land itself does not appear to be capable of being used for residential purposes in view of the fact that it is occupied by two large water storage towers. 5. In terms of the additional use, it is promulgated by the topography. The topography is not only unique in height(which is over 100 feet), but also the use of the land is for nonresidential structures in a residential zone. 6. Owing to these topographic features, the lot could not be used for residential purposes and accordingly the use is limited. This hardship precludes the land from being utilized for any other purpose. 7. The requested relief, for telecommunications equipment and systems on this particular tower, may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the Zoning Ordinance. There was no evidence presented that this telecommunication equipment would be detrimental to the health, safety, or welfare of the nearby.residences nor would it interfere with the radio, televisions. or other forms of communication. 3 • • Town of Barnstable-Zoning Board of Appeals-Decision and Notice 6 • Appeal Number 1998-130-TeleCorp PCS,Inc. Use Variance to Section 3-1.3 Principal Permitted Uses Decision: Based upon the findings a motion was duly made and seconded to grant the Applicant the relief being sought in Appeal No. 1998-130 with the following terms and conditions: 1. The property shall be developed according to the submitted plans, copies of which are in the file, titled "TeleCorp, Barnstable Water Tank HYN108A", dated 6/24/98 and finally revised on 8/20/98. 2. The proposed panel antennas shall not exceed the present height of the existing water tank which is shown on the submitted site plan to be 105 feet high and are not to exceed the lip of the top of the dome. 3. The use of the property is limited to water supply purposes and a wireless communications facility to consist of 6 panel antennas and associated equipment cabinets as shown on the submitted plans. 4. The antennas and cable shield shall be painted to match the colors of the water tank-this tank is dual color. 5. There shall be no expansion by TeleCorp or increase in its overall operation on this site without further relief from the Zoning Board of Appeals. This includes the use of other users under Telecorp's permit. 6. This Use Variance shall expire upon the expiration of the lease to the original petitioner(Telecorp). The Use Variance is granted to Telecorp only for the life of their lease with the Barnstable Water Company. Discussion: The Board discussed the fact that this relief goes only to this applicant and not to the land itself. It is not granted to the water company. The Vote was as follows: AYE: Gail Nightingale, Gene Burman, Ron Jansson, Thomas DeRiemer, and Chairman Emmett Glynn NAY: None Order: Use Variance Number 1998-130 has been Granted with Conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the To Clerk. Emmett Glynn, Chairman Date Signed I Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this dayof , / under thepains and penalties of 9 � perjury. Linda Hutchenrider, Town Clerk 4 The Town of Barnstable /*•:1:1:1 9r, $ `jgp, 'Department of Health Safety and Environmental Services 019. Building Division 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 .. ,i. Ralph Crossen Fax: 508-790 6230 Building Commissioner August 10, 1998 Chris McCarrier Entel Technologies` ' 20 Industrial Park Drive, Suite 300 Nashua,NH 03062 Re: SPR 059-98 TeleCorp PCS,Inc. 1118 Mary Dunn Road,Barnstable(333/016) Proposal: Attach 6 antennas to existing water tank and install 12X7 concrete pad to hold up to 4 equipment cabinets. Dear Mr.McCarrier, The above referenced proposal was reviewed at the Site Plan Review Meeting of August 6, 1998 and approved under Section 4-7.4 (2) of the Barnstable Zoning Ordinance with the following condition: • Applicant must be seek zoning relief from the Zoning Board of Appeals. Please be informed that a Building Permit is necessary prior to any construction. Upon completion of all work, a letter of certification required by Section 4-7.8 (7) of the Town of Barnstable Zoning Ordinance must be submitted. Also, all signage must be discussed with Gloria Urenas of this Division. Respectfully, I '‘.1.---/.4-iat.----."-/ . ' Ralph Crossen . . Building Commissioner , . • 0 /7447/0/ PROJECT TN-e-t.<fY G���NAME: ADDRESS: tuic(25--4,/7---- Lie , ))37 PERMIT# o ; PERMIT DATE: (P M/P: 3 a/ LARGE ROLLED PLANS ARE IN: BOX /vA SLOT Data entered in MAPS program on: ? //v. BY: r--- „ 0111E7.4, TOWN OF BARNSTABLE i BARNSTABLE, i "6 9 BUILDING INSPECTOR ,. APPLICATION FOR PERMIT TO ,.FC'/// A., '''�r op, ,./..,"--a�i o TYPE OF CONSTRUCTION 4 i I a °f Q 'e'7 '` -V6 , TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to/ following information: Location d✓t C(/ vifi!//i''L (�"�tt, / 4 Proposed Use FA4~-ef-'1----1 G'.....e/ *--) C3iriW---e-e- Zoning District it C_ Fire District Name of Owner gr, Vyc-4 aj U k, a . Address ? if )14.. V ✓�t✓o�, e. Name of Builder ...... .. � � '�`� .. 'v�l' � Address PA-44A-1 44 6 �`Name of Architect Address ¢_ Number of Rooms , Foundation �.:-/✓14- c%2 �C Exierior LI/)A-Si . I: -V Roofing C^' 4.t1 /i --g . i Floors h .. Interior 4 ,./1!"1-4v �/-:. , Heating Plumbing -y �--- � Fireplace '�'�✓✓�� Approximate Cost /-� , ,...2, r Difinitive Plan Approved by Planning Board 19 . ®0 . Diagram of Lot and Building with Dimensions -re E =a:1u- oZ 0 /0 0 I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable- arding the above construction. Name i' ...---e--'G4-' e , ., Barnstable Water Co. 10314 pumping station + • No Permit for i l /a& eOf Mary Dunn Road Location I Barnstable _ Owner Barnstable Water Co. Type of Construction masonry & wood Plot Lot Permit Granted December 13 19 65 Date of Inspection ...1.� - 7 19Cot Date Completed 19 PERMIT REFUSED 4y' 19 . i • • Approved 19 N. 1 f PROJECT INFORMATION GENERAL NOTES X cingular=M . X* - / SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS I. FOR THE PURPOSE OF CONSTRUCTION DRAWING,THE FOLLOWING DEFINITIONS WIRELESS irigular SITE ADDRESS: 1118 MARY DUNN RD BARNSTABLE,MA 02630 SHALL APPLY: V• CONTRACTOR - CH2M-IILL BOSTON MARKET SUBCONTRACTOR - GENERAL CONTRACTOR(CONSTRUCTION) OWNER - OTHERS . . LATITUDE: 41.68824 , WIRELESS LONGITUDE: -1028032 2. SITE WORK(IF APPLICABLE)SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. ERICSSON JURISDICTION: TOWN OF BARNSTABLE 3. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO `.�'.5 , DEPICT THE DESIGN INTENT OF THE INSTALLATION. • . 00 , 4. ANY MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ®ST O N MARKET D ACCORDANCE WITH ALL APPLICABLE CODES,REGULATIONS,AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH • CI�IZM HILL ALL LAWS,ORDINANCES,RULES,REGULATIONS,AND LAWFUL ORDERS OF ANY • PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. SITE NUMBER■ MA4 ■ OS ANY WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL PROJECT MANAGEMENT ■ AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ARCHITECTURE ORDINANCES AND APPLICABLE REGULATIONS. • ENGINEERING • CONSTRUCTION SITE NAME: BARNSTABLE WATER TANK THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENTAND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIOONSS UNLESS SPECIFICALLY STATED OTHERWISE. 8619 W.BRYN MAWR AVE CHICAGO,IL 60631 1. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE Tel.(773)693-5200 DRAWINGS,THE SUBCONTRACTOR SHALL DOCUMENT 4 PROPOSE AN ALTERNATIVE Fax.(7731 693-3241 APPLICABLE BUILDING CODES AND STANDARDS SHT. NO. DESCRIPTION INSTALLATION SPACE FOR APPROVAL BY THE CONTRACTOR _ THIS DRAWING IS COPYRIGHTED AND IS THE SOLE 8. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PROPERTY OF CH2MHILL II IS PRODUCED FOR USE BY CINGULFR COMMUNICATIONS.REPRODUCTION OR OTHER T-1 TITLE SHEET PRIOR TO COMMENCING ANY WORK.ALL DIMENSIONS OF EXISTING CONSTRUCTION • USE OF THIS DRAWING OR THE INFORMATION CONTAINED . SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL,STATE, SP-I SPECIFICATIONS - SHOWN ON THE DRAWINGS MUST BE VERIFIED.SUBCONTRACTOR SHALL NOTIFY • IS PROHIBITED T THE WRITTEN PERMISSION OF CH2MHILL AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION SP-2 SPECIFICATIONS THE CONTRACTOR OF ANY DISCREPANCIES OR PROCEED WITH CONSTRUCTION. ALL RIGHTS RESERVED.0 2006 • - (ANJ)FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND SP-3 SPEC IFIGATIONS STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE 9. THE EXISTING CELL SITE 15 IN FULL COMMERCIAL OPERATION. ANY DESIGN. 5P-4 SPECIFICATIONS CONSTRUCTION WORK BY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING --_ -. _ A-1 EQUIPMENT PLAN NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT MUST BE 111T.ERED qR ISUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE A_2 WATER TANK ELEVATION COORDINATED WITH CONTRACTOR •OR: FOLLOWING STANDARDS. �� • AMERICAN CONCRETE INSTITUTE (ACI)318, BUILDING CODE REQUIREMENTS FOR A-3 ICEBRIDGE AND CONCRETE SLAB DETAIL /1 '• O, - , • STRUCTURAL CONCRETE E-I ELECTRICAL LINE DIAGRAM 10. SINCE THE CELL SITE IS ACTIVE,ALL SAFETY PRECAUTIONS, IN ACCORDANCE r WITH OSHA STANDARDS,MUST BE TAKEN WHEN WORKING AROUND HIGH LEVELS OF `_, AMERICAN INSTITUTE OF STEEL CONSTRUCTION(RISC), MANUAL OF STEEL G-I GROUNDING RISER DIAGRAM 9 I ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO I CONSTRUCTION,ASD,NINTH EDITION 112 �,i• 11 1#!, PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA)222-F, STRUCTURAL STANDARD PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF 0 l ' FOR STRUCTURAL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES ANY DANGEROUS EXPOSURE LEVELS. i' INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS(IEEE)81,GUIDE FOR MAP II. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP '�JNpFM � 31 MEASURING EARTH RESISTIVITY,GROUND IMPEDANCE,AND EARTH SURFACE MATERIALS SUCH AS COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE - , POTENTIALS OF A GROUND SYSTEM 1 • x t� �(-j 1,, r r R 3 a��,r as"—r � EXISTING FACILITY. 4 IEEE 1100(1959) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ® b1 °; ? � ' D ELECTRONIC EQUIPMENT ( • � � g s . •f4' rki , ' 12.ALL SITES IN THE SCOPE OF WORK ARE ON-AIR THEREFORE ONLY ONE i • c3 T 1 + ,. c a ANTENNA IN EACH SECTOR CAN BE WORKED ON AT ONE TIME.ALL WORK WITH I APPROVED BY•JZ IEEE G62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC r 4 a POWER CIRCUITS(FOR LOCATION CATEGORY 'C3' AND 'HIGH SYSTEM EXPOSURE') \• t �t £ } -- fix. -a a s-- R EACH GROUP OF ANTENNAS MUST BE COMPLETED BEFORE MOVING ON--TO THE 1 1 e`, V 47� ,� �,P4* �.4� 4 n NEXT GROUP. TIA 601 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR f� J �° ati� TELECOMMUNICATIONS i \ � . CVO V f 0 if. ''` - • 1 a i A QA/QC — APPROVALS -BouTELCORDIA GR-63 NETWORK EQUIPMENT-BUILDING SYSTEM CNEBS): PHYSICAL ,r a ', i y �,, PROTECTION ar 4, �',.a ,,- �B -itstAle e 4 1 ¢C ' t, i, 'I 2 > ' i i : NAME: _ APPRV'D /REJGT'D • DATE: TELGORDIA GR-341 CENTRAL OFFICE POWER WIRING } s� x• , m �? kSITE ( ;;Ap g 4 r .-?t ' SEE TELCORDIA GR-1215 GENERAL INSTALLATION REQUIREMENTS � � �/6� € �e SLL'17�WOOCI� � %�> j� r I COMMENTS TELCORDIA GR-1503 COAXIAL CABLE CONNECTIONS fr � � t �� 'kill 1,a,a 1 4 a1 0 a r 1 4 Pw, , r'C a " >✓ N ,• L a ,` SC s� - 4 a � CH2MNILL: _ d-as �-.-.-..-`-- a 7 FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS rr s��-'"s/ � `-` g k-'' '-2 ;,s ad x REGARDING MATERIAL,METHODS OF CONSTRUCTION,OR OTHER REQUIREMENTS,THE CH2MHILL ❑ ❑ MOST RESTRICTIVE REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT '�,, , " I • `� a` s ��a'( v .'a ?I x �l� eI GONST.MGR: 03-I1-06 ISSUED FOR PERMIT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT,THE SPECIFIC M-�e 1:: of a "44 CC g k z ' REQUIREMENT SHALL GOVERN. I ' } C':V1 i r �•x ,` V &q aE ERICSSON ❑ ❑ M A4�O8 l : •.—. -i c I$~ t� s e GONST.MGR: sz -•.vim x. s 2 s.'• #' v� .�wty a t C � � 3 ,i L 'CCI � IAI6 # s �� , " � �4 :. BARNSTABLE WATER TANK ,.. $ ,, z r e -az;� hid ya I *� r1, CINGULAR -N iz I `" C CINGULAR RF- 3 "4 �• � ,� � R����, 1y°s 2< �«�9m� "��� �� �-�`� a" ❑ ❑ 1118 MARY DUNN RD , C : V'"" § s~ M l C L41 ` ' BARNSTABLE, MA . ® BEFORE YOU DIG d OS,T C+3t G6.t}f .. I ' w SHEET TITLE • YOU MUST CALL 3 WORKING DAYS PRIOR TO DIGGING DIRECTIONS CALL TOLL FREE (888-DIG-SAFE) TITLE SHEET DEPART 186 MAIN ST,BOLTON,MA 01140 ON SR-Ill 3/4MAIN ST''e (WEST)I.8 MI.TURN OFF ONTO RAMP 03 MI.MERGE ONTO 1-495 (SOUTH-WEST)10.1 MI.CONTINUE (EAST)ON 5R-25 9.6 MI.CONTINUE (SOUTH)ON US-6 3/4SR-251/a 0.5 MI.AT ROUNDABOUT,TAKE THE.THIRD - HANDICAP REQUIREMENTS EXIT 0.1 III.EXIT ROUNDABOUT ONTO US-6 3/4SR-SA-14 3.4 MI.BEAR RIGHT (SOUTH)'ONTO - RAMP 03 MI.CONTINUE (SOUTH-EAST)ON US-6 3/4MID-GAPE HWY"a12.4.111.AT US-6 EXIT SHEET NUMBER 6,BEAR RIGHT (EAST)ONTO RAMP 03 MI.MERGE ONTO SR-I32 3/41YANNOUGH RD'C'a FACILTIY 15 UNMANNED AND NOT FOR HUMAN HABITATION.HANDICAPPED ACCESS (SOUTH-EAST)2.1 MI.TURN LEFT (NORTH)ONTO INDEPENDENCE DR 12 MI.TURN LEFT T-1 REQUIREMENTS DO NOT APPLY (NORTH)ONTO LOCAL ROADS)21 YDS.TURN RIGHT(EAST)ONTO INDEPENDENCE DR 0.4 MI.TURN LEFT (NORTH)ONTO MARY DUNN RD 0.4 MI.TURN LEFT (WEST)ONTO LOCAL PROJECT NUMBER• ssse4a ROADS)54 YDS.ARRIVE AT SITE. t f GENERAL SPECIFICATIONS 23.EXISTING UTILITIES 32 FORMWORK LI.IYSFAGE VENDOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION ACTIVITY. VENDOR IS RESPONSIBLE FOR PAYMENT OF ALL FINES AND 32.1.TOLERANCES y� THESE CONSTRUCTION SPECIFICATIONS ARE PROVIDED TO ESTABLISH REPAIR COSTS ASSOCIATED WITH INTERRUPTION OF EXISTING UTILITIES. PLACE ERECT,SUPPORT,AND BRACE FORMS TO PROVIDE HARDENED CONCRETE STRUCTURES HAVING X I I u I a r5M THE MINIMUM REQUIREMENTS FOR THE CONSTRUCTION OF AND CONTINUED VENDOR SHALL NOT INTERRUPT EXISTING UTILITIES SERVING CINGULAR WIRELESS THE SHAPE,LINES,AND DIMENSIONS INDICATED ON THE ACCOMPANYING DETAILS.FOUNDATIONS SHALL WITHOUT WRITTEN NOTIFICATION AND APPROVAL FROM CINGULAR WIRELESS. VENDOR BE FORMED TO A DEPTH OF 12 INCHES BELOW THE FROST LINE OR IN ACCORDANCE WITH THE LOCAL MAINTENANCE DURING OPERATION OF A CINGULAR WIRELESS BASE TRANSCEIVER SHALL PROVIDE 48 HOUR NOTIFICATION TO CINGULAR WIRELESS PRIOR TO INTERRUPTION CODES,WHICHEVER 15 GREATER. EXPOSED CONCRETE SURFACES SHALL BE CONSIDERED ARCHITECTURAL WIRELESS OF EXISTING UTILITIES AND ONLY AFTER MAKING PROVISION FOR TEMPORARY UTILITY CONCRETE FORMED TO THE TOLERANCES ./- 1/4 INCH OVER ENTIRE DIMENSION AND HAVING SURFACE STATION CBTS)AND SHEL$ER THIS DOCUMENT IS INTENDED TO SUPPLEMENT SERVICES(LE.GENERATOR).CINGULAR WIRELESS SHALL HAVE THE RIGHT TO REQUIRE CONSISTENCIES AS PER ACI 341 STANDARDSFABRICATE FORMS TO ALLOW FOR EASY REMOVAL AFTER BOSTON MARKET SITE DRAWINGS WITH STANDARD CINGULAR WIRELESS CONSTRUCTION PRACTICES. UTILITY INTERRUPTION SCHEDULED DURING A CINGULAR WIRELESS SPECIFIED MAINTENANCE CONCRETE CURING WITHOUT THE NEED FOR PRYING AND HAMMERING AGAINST CONCRETE SURFACES.FORM WINDOW.IF SCHEDULED OR UNPLANNED POWER INTERRUPTION IS CAUSED BY ACTIVITY OF MATERIALS SHALL BE SUFFICIENTLY TIGHT TO PREVENT LEAKAGE OF CEMENT PASTE.PROVIDE SUFFICIENT VENDOR,ITS CONTRACTORS,SUBCONTRACTORS,AGENTS,AFFILIATES OR EMPLOYEES, WALL THICKNESS OF TUBES TO PREVENT DEFORMATION DUE TO THE FORCES OF WET CONCRETE. 12.COMPLIANCE VENDOR SHALL PROVIDE A GENERATOR AND INCUR ALL EXPENSES RELATED TO THE USE WHERE NO LOCAL CODES EXIST,THE WORK SHALL CONFORM TO THE STANDARD AND OPERATION OF GENERATOR 2 PROVISION FOR CONDUITS E R I CS S 0 N40. BUILDING CODE AND THESE SPECIFICATIONS.FURNISH A DOCUMENT STATING THE MAKE PROVISION FOR ROUTING NEW GROUNDING WIRE AND CONDUITS AS SHOWN ON THE ACCOMPANYING 2.4.EROSION CONTROL DETAILS. ABSENCE OF THE LOCAL CODES.THE WORK SHALL COMPLY WITH OSHA SAFETY EROSION CONTROL MEASURES SUCH AS SILT FENCING SHALL COMPLY WITH ALL ORDINANCES REQUIREMENTS.ALL WORK 15 TO BE COMPLETED IN ACCORDANCE WITH THE AND BE UTILIZED TO PREVENT SOIL AND DEBRIS FROM ENTERING CINGULAR WIRELESS 3 FORM RELEASE AGENTS ALL FOR-1 SURFACES EXPOSED TO CONCRETE SHALL BE THOROUGHLY CLEANED FACILITIES AND SITE ACCESS. AND COATED WITH A COMMERCIAL GRADE,NON-STAINING,NON-TOXIC FORM RELEASE AGENT.THE FORM SPECIFICATIONS AND DETAILS.WHERE CONFLICT OR AMBIGUITY ARISES BETWEEN RELEASE AGENT SHALL BE APPLIED TO THE FORM PRIOR TO PLACEMENT OF REINFORCING OR CONCRETE. . THE DETAILS AND THE SPECIFICATIONS,THE SPECIFICATIONS SHALL GOVERN AND 25.DEWATERING VENDOR SHALL PREVENT SURFACE WATER FROM ENTERING EXCAVATIONS,FROM ACCUMULATING FORM REMOVAL FORM REMOVAL SHALL COMMENCE ONLY AFTER CONCRETE HAS CURED A MINIMUM OF CN2M HILL VENDOR SHALL SEEK CLARIFICATION FROM CINGULAR WIRELESS. ON PREPARED SUBGRADES,AND FROM FLOODING THE CINGULAR WIRELESS SITE AND ACCESS. HOURS OR UNTIL CONCRETE HAS HARDENED SUCH THAT FORMWORK CAN BE REMOVED WITHOUT DAMAGE •VENDOR SHALL TAKE ADDITIONAL MEASURES,IF REQUIRED,TO PREVENT SUBSURFACE RESULTING TO THE CONCRETE,WHICHEVER 15 GREATER 13.GEOTECHNICAL INFORMATION WATER FROM SOFTENING THE SUBGRADES AND FOUNDATION SOILS PRIOR TO PLACEMENT -. OF CONCRETE. 33.CONCRETE REINFORCEMENT A PROFESSIONAL GEOTECHNICAL INVESTIGATION OF THE SITE SHALL BE PERFORMED ALL CONCRETE REINFORCING BARS SHALL BE GRADE 60,DEFORMED BARS CONFORMING TO ASTM A615 PROJECT MANAGEMENT BY A LICENSED GEOTECHNICAL FIRM FAMILIAR WITH GEOGRAPHICAL AREA. THE REPORT 2.6.CLEARING AND GRUBBING STANDARDS,UNLESS OTHERWISE SPECIFIED,AND SHALL BE FREE OF LOOSE RUST AND SCALE.HEATING AND ARCHITECTURE SITE CLEARING SHALL BE PERFORMED WITHIN THE COMPLIANCE WITH LOCAL CODES. WELDING OF REINFORCING BARS IS STRICTLY PROHIBITED.A THREE INCH MINIMUM CLEAR SPACE IS REQUIRED ENGINEERING OF GEOTECHNICAL INVESTIGATION IS FOR REFERENCE ONLY AND DOES NOT LIMIT WITHIN THE SITE COMPOUND,VENDOR SHALL REMOVE ALL TREES,STUMPS,LOGS,ROOTS, BETWEEN ALL REINFORCING AND ALL OUTER CONCRETE SURFACESALL REINFORCEMENT BOLSTER CHAIRS, CONSTRUCTION VENDOR'S LIABILITY. COPY OF REPORT SHALL BE MADE AVAILABLE TO CINGULAR BRUSH,SURFACE BOULDERS,OTHER OBJECTIONABLE MATERIAL,EXISTING FOUNDATIONS, SPACERS,AND OTHER ACCESSORIES FOR FASTENING BARS AND WELDED WIRE FABRIC IN PLACE SHALL FENCES AND STRUCTURES OF ALL DESCRIPTIONS.THE ONLY EXCEPTIONS WILL BE THOSE CONFORM TO CRSI SPECIFICATIONS AND SHALL BE ACCURATELY POSITIONED AND SECURE WHILE CONCRETE WIRELESS UPON REQUEST. APPROVED BY CINGULAR WIRELESS.ALL GRUB HOLES OR OTHER DEPRESSIONS RESULTING 15 BEING POURED.ALL REINFORCEMENT SHALL HAVE MINIMUM CONCRETE COVER OF 3 INCHES,UNLESS FROM THE CLEARING AND/OR GRUBBING WORK SHALL BE BACKFILLED AND COMPACTED OTHERWISE NOTED ON THE STANDARD DETAILS. 8819 W.BRYN MAWR AVE 1.4.SURVEYING AND LAYOUT WITH INDUSTRY STANDARD MATERIAL. CHICAGO,II. 80831 3.4.ANCHOR BOLTS Tel(7731 693-5200 WHERE THE NECESSARY DIMENSIONS ARE NOT SHOWN ON THE STANDARD DETAILS, 2.1.SLOPING AND SHORING OF EXCAVATIONS ANCHOR BOLTS AND ALL OTHER EMBEDDED ANCHORING DEVICES ARE TO BE HOT DIP GALVANIZED A Fax.(7731 693-3241 VENDOR SHALL REQUEST THESE DIMENSIONS FROM GINGULAR WIRELESS IN WRITING VENDOR SHALL PROVIDE ADEQUATE SLOPING,SHORING,BRACING,AND/OR SHEET PILING MINIMUM OF 12 INCHES BELOW THE TOP OF THE FOUNDATION.EXPOSED PORTIONS OF ANCHOR BOLTS FOR ALL EXCAVATIONS TO PROTECT ADJACENT STRUCTURES AND COMPLY WITH RELEVANT SHALL BE COATED WITH TAPE OR GREASED HEAVILY PRIOR TO POURING CONCRETE.THE TOLERANCE BEFORE COMMENCING THE WORK. MAKE ADEQUATE PROVISION IN TIME FOR CINGULAR LOCAL CODES,ORDINANCES,AND AUTHORITIES,INCLUDING,BUT NOT LIMITED TO OSHA BETWEEN ANCHOR BOLT GROUPS IS 1/4 INCH AFTER CURING OF THE CONCRETE.THE TOLERANCE BETWEEN THIS DRAWING IS COPYRIGHTED AHD IS THE SOLE ' WIRELESS TO DETERMINE SUCH DIMENSIONS WITHOUT CAUSING DELAY TO THE WORK. AND ANSI REGULATIONS. ANY BOLTS WITHIN AN ANCHOR BOLT GROUP 15 1 INCH AFTER CURING OF THE CONCRETE.THE TOLERANCE PROPERTY NMHILL HIS PRODUCEDFOR USE BY CINGULAR COMMUNICATIONS.REPRODUCTION OR OTHER USE OF THIS DRAWING OR THE INFORMATION CONTAINED 28.EXCAVATIONS OF ANY ANCHOR BOLT SHALL BE 1/4 INCH WITHIN SPECIFIED ELEVATION. - HEREIN WITHOUT THE WRITTEN PERMISSION OF CH2MHILL IS PROHIBITED. 15.CONSTRUCTION SCHEDULE EXCAVATE FOUNDATIONS FOR THE EQUIPMENT ENCLOSURES,AND CABLE SUPPORT 35.READY-MIX CONCRETE ALL RIGHTS RESERVED.m 2006 VENDOR SHALL SUBMIT A PROJECT SCHEDULE TO CINGULAR WIRELESS. STRUCTURES TO THE ELEVATIONS AND DIMENSIONS INDICATED ON THE DETAILS READY-MIX CONCRETE SHALL CONFORM TO THE ASTM C 94 STANDARDS UNLESS MORE STRINGENT STANDARDS ACCOMPANYING THIS SPECIFICATION.UTILITY TRENCHES SHALL BE EXCAVATED TO THE ARE OTHERWISE NOTED ON THE SEALED ENGINEERED CONSTRUCTION PLANS. THE READY-MIX CONCRETE SHALL RED,A,q DEPTH REQUIRED BY THE ACCOMPANYING DETAILS OR LOCAL CODES,WHICHEVER IS �� (;' HAVE A MINIMUM STRENGTH OF 4000 PSI IN 28 DAYS FOR FOUNDATIONS,AND MINIMUM 3500 P51 IN 28 DAYS �' ti�T GREATER,TO ALLOW INSTALLATION OF THE TOP OF THE PIPE OR CABLING TO BE BELOW C'D '(_,PO Ib.INSPECTIONS THE FROST LINE.PROVIDE UNIFORM BEARING AND SUPPORT ALONG THE FULL LENGTH OF FOR SLABS,TRENCHES AND CONDUIT ENCASEMENT.A CONCRETE CYLINDER BREAK WITH A MINIMUM OF 3000 PSI ems. Otl PO 2, . IS REQUIRED PRIOR TO ERECTING THE TOWER.SUBMIT MIX DESIGN TO A/E FOR APPROVAL ONE WEEK PRIOR *G VENDOR SHALL NOTIFY CINGULAR WIRELESS OF THE FOLLOWING INSPECTIONS. THE CONDUIT OR PIPE.REMOVE STONES AND OTHER OBJECTS FROM THE EXCAVATION TO POURING CONCRETE.EACH BATCH OF CONCRETE DELIVERED TO THE SITE MUST BE ACCOMPANIED BY A / THAT WOULD OTHERWISE CAUSE POINT LOADING DAMAGE. 4+ 9454 0 INSPECTIONS THAT CINGULAR WIRELESS WILL HAVE THE OPTION OF ATTENDING ARE: DELIVERY TICKET PREPARED BY THE READY-MIX SUPPLIER STATING THE TICKET NUMBER,JOB MIX NUMBER NO. DELIVERY DATE,TIME OF ARRIVAL AT SITE,QUANTITY DELIVERED,AMOUNT OF WATER ADDED ON SITE, z x 2.9.FILL MATERIAL rip MIXING 4 TRAVEL TIME TO SITE,AND TIME THAT BATCH POUR WAS COMPLETED.CEMENT SHALL BE PORTLAND n CHICAGO, THE FILL MATERIAL SHALL CONTAIN NO ORGANIC MATERIAL OR ROCKS LARGER THAN 6 O INSPECTIONS REQUIRING 48 HOUR NOTICE TYPE 1 OR II AS PER ASTM C 150 STANDARDS.AGGREGATES SHALL BE EVENLY GRADED BETWEEN 1/4 AND 3/4 % ILLINOIS INCHES,NOR SHALL CONTAIN OBJECTIONABLE MATERIALS AND/OR MATERIALS DESIGNATED INCHES AS PER ASTM C 33 STANDARDS.WATER SHALL BE POTABLE.WATER CEMENT RATIO AS PER ACI 301. I GROUNDING MEG TEST AS HAZARDOUS OR INDUSTRIAL BY THE ENVIRONMENTAL PROTECTION AGENCY(EPA).THE AIR ENTRAINING IN EXTERIOR EXPOSED CONCRETE SHALL BE 4 TO 8 PERCENT PER ASTM 260.THE USE OF ,'n�'�j�' 2 EQUIPMENT FOUNDATIONS BEFORE CONCRETE POUR FILL MATERIAL SHALL CONTAIN FINES SUFFICIENT TO FILL ALL VOIDS IN THE MATERIAL. WATER-REDUCING ADMIXTURES 15 PERMITTED AND SHALL MEET ASTM C494,TYPE A. A HIGH WATER REDUCER 3 INSPECTION OF GROUNDING SYSTEM PRIOR TO COVER UP MOISTURE CONTENT OF FILL MATERIAL SHALL BE WITHIN 2 PERCENT OF OPTIMUM (HRWR)IS REQUIRED FOR PLACING CONCRETE AT 'WET HOLE'DRILLED PIERS WHERE A TREMIE IS REQUIRED. C OF MOISTURE CONTENT PRIOR TO COMPACTION. SLUMP SHALL BE BETWEEN 3 AND 6 INCHES BEFORE THE ADDITION OF THE HRWR AND BETWEEN 6 AND 10 INCHES INSPECTIONS REQUIRING I WEEK NOTICE WITH A 48 HOUR CONFIRMATION NOTICE AFTER THE ADDITION.A HRWR 15 NOT TO BE USED IN THE MIX FOR'DRY HOLE'DRILLED PIERS WHERE THE 2.10.BORROW MATERIAL . 4 SITE COMPLETION/SITE ACCEPTANCE ANY BORROW MATERIAL REQUIRED FOR THE COMPLETION OF WORK SHALL BE THE CONCRETE CAN BE DROPPED THROUGH A CHUTE.SLUMP SHALL BE BETWEEN 3 AND 6 INCHES.CONCRETE WITH VENDOR SHALL BE SOLELY RESPONSIBLE FOR ENSURING THAT ALL RELEVANT AUTHORITY RESPONSIBILITY OF VENDOR AND SHALL COMPLY WITH THE SPECIFICATIONS FOR A SLUMP OUTSIDE ANY OF THE ABOVE LIMITS IS SUBJECT TO REJECTION. _ INSPECTIONS ARE CARRIED OUT IN A TIMELY MANNER.VENDOR SHALL PROVIDE MOISTURE AND COMPACTION. 3.6.PLACING CONCRETE IoRAWN BY• JLR'-'" - 1 DOCUMENTATION OF ALL INSPECTIONS TO CINGULAR WIRELESS.VENDOR IS RESPONSIBLE 2.11.BACKFILL AND COMPACTION I APPROVED BY•JZ '' ALL DEBRIS,FORMWORK,EXCESS MATERIAL,AND TRASH SHALL BE REMOVED FROM THE 3b.1.GENERAL FOR COORDINATING AND OBTAINING ALL INSPECTIONS AND TESTING REQUIRED IN IMMEDIATELY BEFORE PLACING CONCRETE,VENDOR SHALL INSPECT ALL FORMWORK,REINFORCING STEEL,AND EXCAVATION PRIOR TO BACKFILL.PLACE AND COMPACT FILL MATERIAL EVENLY ALONG THIS SPECIFICATION. THE FULL LENGTH OF ALL FOUNDATIONS,UTILITY CONDUITS AND PIPES,AND EVENLY UNDER EMBEDDED ITEMS TO VERIFY CONFORMANCE WITH THE CONSTRUCTION PLANS AND SPECIFICATIONS.NO CONCRETE ALL SLABS AND PAVEMENTS TO THE REQUIRED ELEVATIONS.COMPACTION OF BACKFILL OR SHALL BE PLACED ON FROZEN OR SATURATED GROUND_ALL DEBRIS AND EXCESS MATERIALS SHALL BE BORROW SOIL SHALL BE PERFORMED IN 12 INCH LIFTS OF LOOSE MATERIAL WHEN UTILIZING REMOVED FROM THE EXCAVATION PRIOR TO PLACING CONCRETE.CONCRETE DELIVERY TRUCKS SHALL BE A 1.1.RELEVANT NATIONAL STANDARDS AND AUTHORITIES HEAVY COMPACTION EQUIPMENT OR 6 INCH LIFTS OF LOOSE MATERIAL WHEN UTILIZING HAND REVOLVING DRUM TYPE WITH A MIXING WATER TANK.PLACING OF CONCRETE,IN GENERAL,SHALL COMPLY WITH THE FOLLOWING NATIONAL STANDARDS AND FEDERAL AUTHORITIES SHALL GOVERN OPERATED TAMPERS.COMPACTION OF ALL BACKFILL SHALL ACHIEVE 95 PERCENT OF ACI 304 STANDARDS.AND AS SPECIFIED SY ENGINEER OF RECORD.MAINTAIN ALL FORMWORK AND REINFORCING MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT IN ACCORDANCE WITH ASTM D695. AND EMBEDDED ITEMS IN THEIR PROPER POSITION DURING THE SCOPE OFTHE WORK: PLACEMENT OF CONCRETE. FOR ALL FILLS AND EMBANKMENTS,DO NOT PLACE BACKFILL ON MUDDY OR FROZEN ACI = AMERICAN CONCRETE INSTITUTE SURFACES,OR SURFACES THAT CONTAIN ORGANIC MATERIALS SUCH AS LEAVES,GRASS, ROOTS,OR BRUSH.ON SLOPES STEEPER THAN 25 PERCENT GRADE,PLOW STRIP OR 3.62.PREVENTING COLD JOINTS AISC = AMERICAN INSTITUTE OF STEEL CONSTRUCTION OTHERllISEBREAK UP THE SURFACE TO BOND FILL MATERIAL WITH THE EXISTING SURFACE. DEPOSIT CONCRETE CONTINUOUSLY 50 THAT NO NEW CONCRETE WILL BE PLACED ON CONCRETE THAT HAS ANSI = AMERICAN NATIONAL STANDARDS INSTITUTE - HARDENED SUFFICIENTLY TO CAUSE COLD JOINTS OR PLANES OF WEAKNESS.ONCE A FOUNDATION POUR 15 ASCE = AMERICAN SOCIETY OF CIVIL ENGINEERS 2.12.GEOTEXTILE FABRICS STARTED,IT MUST BE COMPLETED IN A CONTINUOUS MANNER IT IS VENDOR'S RESPONSIBILITY TO ASCERTAIN GEOTEXTILE FABRIC SHALL BE MIRAFI 500 X OR EQUAL,AND SHALL BE OVERLAPPED NO SITE CONDITIONS,WEATHER FORECAST,AVAILABILITY OF CONCRETE,AVAILABILITY OF CONCRETE PLACING ASTM = AMERICAN SOCIETY FOR TESTING AND MATERIALS LESS THAN 36'AND PLACED IN THE SITE COMPOUND.IT SHALL ALSO BE PLACED UNDER THE EQUIPMENT,AND ANY OTHER CIRCUMSTANCE THAT WOULD OTHERWISE PREVENT A CONTINUOUS AND COMPLETE AWE = AMERICAN WELDING SOCIETY ACCESS ROAD WHEN DIRECTED BY CINGULAR WIRELESS. POUR 03-11-06 ISSUED FOR PERMIT EIA = ELECTRONIC INDUSTRIES ASSOCIATION 3 PREVENTING MIX SEPARATION 2.13.FINISH GRADING FCC = FEDERAL COMMUNICATIONS COMMISSION FINISH GRADING SHALL PREVENT PONDING OF SURFACE WATER AND PROVIDE POSITIVE TO PREVENT SEPARATION OF THE MIX,DO NOT ALLOW CONCRETE TO STRIKE THE SIDES OF FORMWORK OR M A4108 DRAINAGE AWAY FROM THE CINGULAR WIRELESS EQUIPMENT. REINFORCING BARS DURING PLACEMENT.HAND WORK CONCRETE INTO AREAS AS REQUIRED.DO NOT USE FAA = FEDERAL AVIATION ADMINISTRATION VIBRATORS FOR TRANSPORTING CONCRETE. IF NECESSARY,UTILIZE A TREMIE OR FUNNEL TO REDUCE THE IBC = 2000 INTERNATIONAL BUILDING CODE 2.13.1 ACCESS ROAD VERTICAL DROP AND PREVENT SEPARATION OF THE MIX. BARNSTABLE WATER TANK NGRP =NATIONAL COUNCIL FOR RADIO PROTECTION AND MEASUREMENT ACCESS ROAD SHALL BE A MINIMUM OF 12'WIDE WITH 6'OF CRUSHER RUN(ABC)STONE 4 CONSOLIDATION AND GEOTEXTILE FABRIC A5 DIRECTED BY CINGULAR WIRELESS. NEC = NATIONAL ELECTRICAL CODE DURING AND IMMEDIATELY AFTER PLACING THE CONCRETE,USE MECHANICAL VIBRATORS TO CONSOLIDATE INFRA =NATIONAL FIRE PROTECTION ASSOCIATION 2.132 SITE COMPOUND CONCRETE AROUND REINFORCEMENT STEEL,EMBEDDED ITEMS,AND INTO COMERS.DO NOT ALLOW THE CONCRETE SITE COMPOUND SHALL HAVE A MINIMUM OF 3'OF CRUSHER RUN(ABC)STONE COVERED MIX TO SEPARATE DURING VIBRATING.HAND SPADING,RODDING,AND TAMPING MAY BE USED TO SUPPLEMENT 1118 MARY DUNN RD OSHA = OCCUPATIONAL SAFETY AND HEALTH ASSOCIATION BY 3'OF"51 WASHED STONE WITH GEOTEXTILE FABRIC UNDERNEATH. MECHANICAL VIBRATING.ALL EQUIPMENT AND PROCEDURES MUST COMPLY WITH ACI 309.FOR DRILLED PIER BARNSTABLE, MA SBC STANDARD ESUILDING'CODE CONSTRUCTION,THE ACI 304 STANDARDS SHALL GOVERN PLACING AND 02630 TIA = TELECOMMUNICATIONS INDUSTRY ASSOCIATION 2.14.PROTECTION OF GRADED AREAS COMPACTING OF THE CONCRETE. VENDOR SHALL PROTECT AND MAINTAIN GRADED AREAS FROM EROSION AND TRAFFIC TO SHEET TITLE UCBC = UNIFORM COMMERCIAL BUILDING CODE ALLOW ACCESS OF A TWO WHEEL DRIVE SEDAN VEHICLE.WHERE EROSION,RUTTING OR UL UNDERWRITERS LABORATORIES SETTLEMENT OCCURS DUE TO WEATHER CONDITIONS,CONSTRUCTION ACTIVITIES OR OTHER 5 COLD WEATHER CONDITIONS TRAFFIC,REPAIR AND RE-ESTABLISH GRADES TO THE REQUIRED ELEVATIONS. COMPLY WITH ACI 306 STANDARDS AS SPECIFIED.DO NOT USE FROZEN MATERIALS IN BATCH MIX.DO NOT SITE WORK - PLACE CONCRETE ON FROZEN SUBGRADE.WHEN OUTSIDE AIR TEMPERATURE IS BELOW 401 F,UNIFORMLY FOUNDATIONS HEAT WATER AND AGGREGATES BEFORE MIXING TO OBTAIN A CONCRETE TEMPERATURE,AT POINT OF PLACEMENT, SPECIFICATIONS 2.1.GENERAL BETWEEN 60 7 F AND 80 SF.DO NOT USE ANTIFREEZE AGENTS OR CHEMICAL ACCELERATORS WITHOUT APPROVAL 31 GENERAL OF THE A/E.IF TEMPERATURES ARE EXPECTED TO BE BELOW FREEZING WITHIN FOUR HOURS OF PLACING THE .. THIS SECTION PERTAINS TO WORK INVOLVED WITH EARTHWORK,PROTECTION OF EXISTING CONCRETE,PROVISION SHALL BE MADE TO MAINTAIN A CONCRETE TEMPERATURE OF 50?F FOR 5 DAYS OR 10 SF UTILITIES,AND EXCAVATIONS. - FOR THREE DAYS,UTILIZE A WOODEN AND ROPE COMBINATION FRAMEWORK TO SUPPORT A 6 MIL POLYETHYLENE, THIS SECTION PERTAINS TO FOUNDATIONS OR SLABS REQUIRED FOR CINGULAR WIRELESS FULLY ENCLOSED TENT OVER THE FOUNDATION OR SLAB.PROVIDE HIGH OUTPUT BLOWER TYPE HEATERS TO 22.SITE PREPARATION EQUIPMENT. - - SUFFICIENTLY HEAT THE ENCLOSED AIR SPACE. SHEET NUMBER VENDOR SHALL TAKE ALL REASONABLE MEASURES TO PROTECT EXISTING STRUCTURES, 3.1.1 PRE-EXCAVATION INSPECTION SPA' UTILITIES,WALKWAYS,PAVEMENTS,AND OTHER FACILITIES FROM DAMAGE DURING CONSTRUCTION AND MAINTENANCE OPERATIONS.VENDOR SHALL BE LIABLE FOR ALL DAMAGES THAT OCCUR AND ALL EXPENSES TO REPAIR BEFORE ANY FOUNDATION/SLAB EXCAVATION BEGINS,VENDOR SHALL VERIFY ALL EQUIPMENT AND STRUCTURE LOCATIONS_ PROJECT NUMBER• 3354348 WHEN OUTSIDE AIR TEMPERATURE IS BELOW 40?F,UNIFORMLY HEAT WATER AND 4 TEMPERATURE 3.1032.DEWATERING: AGGREGATES BEFORE MIXING TO OBTAIN A CONCRETE TEMPERATURE,AT POINT UNDER NORMAL POURING CONDITIONS THE TEMPERATURE OF THE CONCRETE PREVENT SURFACE WATER FROM ENTERING EXCAVATION.WHERE NECESSARY OF PLACEMENT,BETWEEN 60 ?F AND 80 ?F.DO NOT USE ANTIFREEZE AGENTS SHALL NOT EXCEED 90?F(32?CELSIUS)OR GO BELOW 45?F(1?CELSIUS). PROVIDE AND MAINTAIN PUMPING EQUIPMENT TO KEEP EXCAVATION FREE OF • X c I n g u I a rTN OR CHEMICAL ACCELERATORS WITHOUT APPROVAL OF THE A/E. RECORD THE TEMPERATURE OF EACH CONCRETE SAMPLE AND OF THE AMBIENT SURFACE WATER BEFORE PLACING CONCRETE. AIR. WIRELESS - IF TEMPERATURES ARE EXPECTED TO BE BELOW FREEZING WITHIN FOUR HOURS 3.1033. INSPECTION: OF PLACING THE CONCRETE,PROVISION SHALL BE MADE TO MAINTAIN A 3.10. CAST-IN-PLACE DRILLED PIERS FOR ELEVATED PLATFORMS EACH DRILLED EXCAVATION SHALL BE INSPECTED AND TESTED,AND BE BOSTON MARKET CONCRETE TEMPERATURE OF 50 ?F FOR 5 DAYS OR 10 ?F FOR THREE DAYS. ACCEPTABLE TO THE QUALIFIED REGISTERED ENGINEER BEFORE PLACING ANY UTILIZE A WOODEN AND ROPE COMBINATION FRAMEWORK TO SUPPORT A 6 MIL 3.10.1.GENERAL . CONCRETE.THE ACTUAL DRILLED PIER LENGTHS WILL BE VERIFIED BY THE POLYETHYLENE,FULLY ENCLOSED TENT OVER THE FOUNDATION OR SLAB. QUALIFIED REGISTERED ENGINEER BEFORE PLACING ANY CONCRETE. PROVIDE HIGH OUTPUT BLOWER TYPE HEATERS TO SUFFICIENTLY HEAT THE 3.10.1.1.DESCRIPTION ENCLOSED AIR SPACE. FURNISH AND INSTALL MATERIALS, INCLUDING LABOR,TO PROVIDE DRILLED PIER PROVIDE FACILITIES AND LABOR AS REQUIRED TO ASSIST IN THE INSPECTION ERICSSONOOP FOUNDATIONS AS INDICATED BY THE DETAILS AND SPECIFICATION HEREIN.A AND TESTING OF EXCAVATIONS,AND COOPERATE WITH INSPECTING AND TESTING 0 6 HOT WEATHER CONDITIONS DRILLED PIER FOUNDATION SHALL CONSIST OF AN AUGURED STRAIGHT SHAFT PERSONNEL TO EXPEDITE THE WORK. COMPLY WITH ACI 305 STANDARDS AS SPECIFIED. IF THE OUTSIDE AIR HOLE SEATED ON THE BEARING SOIL AND A REINFORCED CONCRETE SHAFT TEMPERATURE EXCEEDS 90 ?F,SPECIAL PROCEDURES SHALL BE FOLLOWED. DESIGNED TO TRANSMIT THE SUPER STRUCTURE LOAD TO THE BEARING SOILS. NOTIFY THE QUALIFIED REGISTERED ENGINEER AND CINGULAR WIRELESS AT LEAST , USE ICE OR OTHER METHODS TO COOL THE WATER AND AGGREGATES PRIOR TO 48 HOURS PRIOR TO TIME EXCAVATIONS WILL BE READY FOR INSPECTION AND MIXING, IN ORDER TO ACHIEVE A CONCRETE TEMPERATURE AT POINT OF 3.10.1.2.STANDARDS AND CODES TESTS. PLACEMENT AND DURING THE CURING PROCESS OF LESS THAN 90 ?F.USE OF ALL WORK PERFORMED UNDER THIS SECTION SHALL CONFORM TO GENERALLY LIQUID NITROGEN TO COOL CONCRETE SHALL BE PERMITTED ONLY WITH THE ACCEPTED ENGINEERING AND CONSTRUCTION PRACTICE.SUGGESTED REFERENCES 3.103.4.REINFORCING STEEL AND DOWELS 0 CH2M HILL PRIOR APPROVAL OF THE A/E. ARE ACI 3363R, 'SUGGESTED DESIGN AND CONSTRUCTION PROCEDURES FOR CONCRETE REINFORCING BARS SHALL BE AS SPECIFIED IN PARAGRAPH 33. COVER THE REINFORCING STEEL WITH WATERED SOAKED BURLAP TO PREVENT PIER FOUNDATIONS',AND ACI 336.1, 'STANDARD SPECIFICATION FOR FABRICATE AND ERECT REINFORCING CAGES IN SHAFTS AS ONE CONTINUOUS UNIT THE STEEL FROM EXCEEDING THE AMBIENT AIR TEMPERATURE.KEEP SUBGRADE CONSTRUCTION OF END BEARING DRILLED PIERS'. USING INNER RING REINFORCEMENT.PLACE REINFORCEMENT ACCURATELY AND MANAGEMENT ANAGE EVENLY MOISTENED TO OPTIMUM MOISTURE CONTENT.THE USE OF SYMMETRICALLY ABOUT AXIS OF HOLE AND HOLD SECURELY IN POSITION DURING PROJECT ARCHITECTUREM MGE WATER-REDUCING ADMIXTURES IS PERMITTED.NOTIFY THE A/E IN ADVANCE OF 3.10.13.QUALITY CRITERIA CONCRETE PLACEMENT.PROVIDE SPREADERS AT BOTTOM OF REINFORCING TO ENGINEERING USING SUCH ADMIXTURES. INSTALLATION OF DRILLED PIER SHALL BE PERFORMED BY VENDOR ASSURE PROPER POSITIONING. CONSTRUCTION 3.1.FINISHING CINGULAR WIRELESS RECOMMENDS THAT A SURVEYOR PERFORM SURVEYS, PROTECT ANCHOR BOLTS FROM MECHANICAL DAMAGE. LAYOUTS,AND MEASUREMENTS FOR DRILLED PIER TO LINES AND LEVELS 1 ALL EXPOSED SURFACES SHALL RECEIVE A BROOM FINISH REQUIRED BEFORE EXCAVATIONS,AND THE ACTUAL MEASUREMENTS OF EACH 3.103.5.PLACING CONCRETE 8619 W.BRYN MAWR AVE PERPENDICULAR TO THE PRIMARY TRAFFIC PATH OR LONGEST DIMENSION OF DRILLED PIER HORIZONTAL AXIAL LOCATION,SHAFT DIAMETER,BOTTOM AND TOP FILL DRILLED PIERS WITH CONCRETE IMMEDIATELY AFTER INSPECTION AND CHICAGO,IL 60631 THE SURFACE.EXPOSED EDGES SHALL RECEIVE A TOOLED RADIUS FINISH. ELEVATIONS,DEVIATIONS FROM LOCATIONS,AND ELEVATIONS OF ROCK. APPROVAL BY SOILS ENGINEER Tel.1773)693-5200 Fax.1773)893-3241 2 ALL SLABS-ON-GRADE SHALL BE FINISHED WITH 1/8'SLOPE AND SUCH THAT CINGULAR WIRELESS RECOMMENDS THAT A SURVEYOR SHALL RECORD AND PLACE CONCRETE CONTINUOUSLY WITHOUT INTERRUPTION AND IN A SMOOTH FLOW WATER WILL SLOPE AWAY FROM ANY DOORWAYS AND NOT POND ON THE MAINTAIN ALL INFORMATION PERTINENT TO EACH DRILLED PIER AND COOPERATE WITHOUT SEGREGATING MATERIALS.PROVIDE MECHANICAL VIBRATION FOR THIS DRAWING IS COPYRIGHTED AND IS THE SOLE OR USE BY SURFACE 24 HOURS AFTER POURING. THE EQUIPMENT PAD SHOULD HAVE ?' WITH TESTING AND INSPECTION PERSONNEL TO PROVIDE DATA FOR REQUIRED CONSOLIDATION OF AT LEAST THE TOP ONE-THIRD OF EACH SHAFT. CINGULAR COMMUNICATONs REPRODUCTION IS PRODUCED F OR OTHER SLOPE FROM FRONT TO BACK. REPORTS. USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN WRNOUT THE WRITTEN PERMISSION OF CH2MHILL PLACE CONCRETE BY MEANS OF A TREMIE WHERE GROUNDWATER IS IS PROHIBITED. 3.8.CURING COST OF SURVEYOR'S SERVICES SHALL BE BORNE BY VENDOR ENCOUNTERED IN THE EXCAVATION.A TREMIE IS NOT REQUIRED AT DRY HOLES ALL RIGHTS RESERVED, 2006 UNLESS NECESSARY TO PREVENT SEGREGATION OF AGGREGATE.SEGREGATION I DRILLED PIERS AND SPREAD FOOTINGS ALLOWABLE TOLERANCE: OF AGGREGATES SHALL BE PREVENTED IN ALL CASES. ..' .-- DRILLED PIERS AND SPREAD FOOTINGS SHALL BE CURED BY ONE OF THE ``', ED ARCh FOLLOWING METHODS: MA4XOMFU SHAFT DIAMETERPERMISSIBLE ORI3TION IN HICHEVER ISINE LESS. REDUCTION DRILLED PIERS SHALL BE TAKE REDUG TON IN DIAMETERE TO IN A SUFFICIENT HEAD OF CONCRETE TO PREVENTR OF CAISSON SHAFT BY EARTH PRESSURE AND TO Q<<, T CfpPoO'p TFCj`1/2y I CONTINUOUSLY SPRINKLE OR POND SURFACE WITH WATER CARE SHOULD PREVENT EXTRANEOUS MATERIAL FROM MIXING WITH FRESH CONCRETE. / '< <L 1 BE TAKEN IN THE DISPOSAL OF RUNOFF WATER TO PREVENT EARTHWORK VARIATION IN ELEVATION AT TOP OF DRILLED PIERS SHALL BE NO MORE THAN I. COORDINATE THE WITHDRAWAL OF TEMPORARY CASINGS WITH CONCRETE ,,,-co z No.9454 C) EROSION AND SUBGRADE DETERIORATION. PLACEMENT OPERATIONS TO MAINTAIN A HEAD OF CONCRETE APPROXIMATELY CHICAGO, x 1 2 COVER SURFACE WITH MOIST FABRIC.KEEP FABRIC MOIST AND IN DIRECT IF LOCATION TOLERANCES ARE EXCEEDED FOR ANY REASON,THE PIER SHALL 5'-0' ABOVE THE CASING BOTTOM. •� CONTACT WITH SURFACE THROUGHOUT THE CURING PERIOD. BE ANALYZED TO DETERMINE THE ACTUAL LOADS TO BE SUPPORTED.THE PIER ' ILLINOIS SHALL BE REJECTED UNLESS THE ANALYSIS SHOWS THAT IT IS NOT OVERLOADED STOP CONCRETE PLACEMENT AT CUT-OFF ELEVATION SHOWN,SCREED OFF TRUE n. 2 SLABS-ON-GRADE BY MORE THAN TEN PERCENT(10%).VENDOR SHALL BEAR THE COST OF THE AND LEVEL,AND APPLY A SCOURED,ROUGH FINISH,UNLESS OTHERWISE SHOWN. !Z&/ SLABS-ON-GRADE SHALL BE CURED BY ONE OF THE FOLLOWING METHODS: DESIGN ANALYSIS. WHERE CUT-OFF ELEVATION IS ABOVE GROUND ELEVATION,FORM THE TOP °i/DFt . SECTION ABOVE GRADE AND EXTEND THE SHAFT TO THE REQUIRED ELEVATION. 1 CURING BY MEANS OF COVERING THE ENTIRE SURFACE WITH WATERPROOF 3.10.1.6.EXISTING UTILITIES INTERRUPTED PLACING OPERATIONS OF OVER ONE HOUR DURATION SHALL BE MATERIALS TO REDUCE THE LOSS OF MIXING WATER FROM THE CONCRETE. VENDOR SHALL BE RESPONSIBLE FOR ENSURING THAT A UTILITY LOCATION CONSIDERED A COLD JOINT_ MATERIALS CAN BE WATERPROOF PAPER OR POLYETHYLENE COATED SERVICE IS USED IN LOCATING EXISTING UNDERGROUND UTILITIES. INITIAL I DRAWN BY• JLR BURLAP.ON SLABS,THE SHEETS SHOULD EXTEND OVER THE EDGES AT EXCAVATION SHALL BE PERFORMED BY HAND EXCAVATION BEFORE STARTING 3.10.4.TESTING LEAST TWICE THE SLAB THICKNESS. DRILLED PIER EXCAVATION. IF UTILITIES ARE TO REMAIN IN PLACE,PROVIDE (APPROVED BY JZ 2 CURING BY MEANS OF SPRAYING OR ROLLING A LIQUID MEMBRANE PROTECTION FROM DAMAGE DURING DRILLED PIER OPERATIONS. 3.10.4.1.TESTING OF CONCRETE" FORMING CURING COMPOUND ACCORDING TO MANUFACTURER'S TESTING OF CONCRETE FOR DRILLED PIERS SHALL BE AS SPECIFIED IN RECOMMENDATIONS OVER THE ENTIRE SURFACE.A WHITE- PIGMENTED CLASS COOPERATE WITH CINGULAR WIRELESS IN KEEPING SERVICES AND FACILITIES IN CONCRETE TESTING SECTION INCLUDING TESTING FOR CHLORIDES.ADDITIONAL 2 COMPOUND SHALL BE USED WHEN THE CONCRETE IS EXPOSED TO THE SUNt OPERATION.REPAIR DAMAGED UTILITIES TO THE SATISFACTION OF CINGULAR TESTING OF QUESTIONABLE CONCRETE SHALL BE AS SPECIFIED HEREINAFTER OTHERWISE,USE CLASS I.CURING COMPOUNDS SHALL NOT BE USED IN AREAS WIRELESS. TO RECEIVE ADHESIVES FOR FLOOR COVERINGS OR PAINT WITHOUT 3.10.4.1.1.TEST CYLINDERS CERTIFICATION OF COMPATIBILITY FROM VENDOR INTERRUPT NO EXISTING UTILITIES SERVING OCCUPIED FACILITIES AND IN USE EACH TEST SHALL CONSIST OF FOUR CYLINDERS WHICH ARE MADE AND CURED IN EXCEPT WHEN PERMITTED IN WRITING BY CINGULAR WIRELESS. ACCORDANCE WITH ASTM G31 AND TESTED IN ACCORDANCE WITH ASTM C39. A THE CHOICES FOR CURING COMPOUNDS ARE AS FOLLOWS: CYLINDER SHALL BE TESTED AT 1 DAYS,TWO CYLINDERS AT 28 DAYS,AND ONE A 'RE-SEAL' BY THE EUCLID CHEMICAL COMPANY. 3.102.PRODUCTS KEPT AS A SPARE. B 'HORN CLEAR SEAL 300' BY A.0 HORN INC. C 'SONOCURE' BY SONNEBORN. 3.102.1.CONCRETE AND REINFORCEMENT FOR PROPER RECORD KEEPING,EACH SET OF TEST CYLINDERS SHALL BE CONCRETE AND REINFORCEMENT INCLUDING TESTING SHALL BE AS SPECIFIED IN MARKED OR TAGGED WITH THE DATE AND TIME OF DAY THE CYLINDERS WERE 3.9.TESTING AND INSPECTIONS SECTION 32 THROUGH 3.9. MADE,THE SITE NAME AND LOCATION,THE LOCATION OF THE SAMPLED CONCRETE,THE DELIVERY TRUCK OR BATCH NUMBER,THE AIR CONTENT,AND THE 03-I1-06 ISSUED FOR PERMIT TESTS SHALL BE MADE BY AN INDEPENDENT LABORATORY.THE COST OF THE 3 EXECUTION SLUMP. TESTIN T LL BE HE VENDOR TO NOTIFY THE LL BE STIINGD BY VENDOR LABORATORY(AND THE AETBEFOREPALL RESPONSIBILITY E POURS. 3.103.1.EXCAVATION THE MINIMUM ACCEPTABLE COMPRESSIVE STRENGTHS AS DETERMINED BY ASTM M A4108 THE TESTING AGENCY SHALL OBTAIN SAMPLES OF FRESH CONCRETE IN EXCAVATE HOLES FOR DRILLED PIERS TO REQUIRED BEARING STRATA AS C39 SHALL BE: ACCORDANCE WITH ASTM C 112.THE FREQUENCY OF TESTS ON EACH TYPE OF APPROVED BY SOILS ENGINEER CLEAN OUT ALL REFUSE FROM BASE OF BARNSTABLE WATER TANK CONCRETE SHALL BE -- ONE TEST PER 50 CUBIC YARDS,ONE TEST PER EXCAVATION. SLABS,ELEVATED PLATFORMS,AND EQUIPMENT PADS 3500 PSI IN 28 DAYS FOUNDATION,OR ONE TEST MINIMUM PER DAY. INSTALL CASINGS OR OTHER METHODS AS REQUIRED TO MAINTAIN THE STABILITY FOUNDATIONS AND PIERS 4000 PSI IN 28 DAYS' 3.9.1.GENERAL OF THE EXCAVATION AS IT PROCEEDS SO THAT EARTH WALLS ARE MAINTAINED SLUMP TESTS,AIR CONTENT TESTS,TEMPERATURE READINGS,AND THE SECURING WITHOUT SPILLING INTO SHAFT. STRENGTH MUST BE OBTAINED AND CONFIRMED BY THE TESTING AGENCY 1118 MARY DUNN RD OF COMPRESSION TEST CYLINDERS SHALL BE THE RESPONSIBILITY OF VENDOR PRIOR TO PLACING THE EQUIPMENT.WRITTEN CONFIRMATION OF THE 1 DAY BARNSTABLE, MA ONE OF EACH TEST (AS PER BELOW)AND 4 TEST CYLINDERS(AS PER ASTM IF SPECIFIED TOLERANCES ARE EXCEEDED,PROVIDE ADDITIONAL OR AND 28 DAY CYLINDER BREAKS WILL BE REQUIRED IN THE PRACTICAL 02630 C31)SHALL BE TAKEN. CORRECTIVE CONSTRUCTION,ACCEPTABLE TO CINGULAR WIRELESS,TO COMPLETION DOCUMENTATION. SHEET TITLE COMPENSATE FOR EXCESSIVE ECCENTRICITY.SUBMIT PROPOSED CORRECTIVE 2 SLUMP CONSTRUCTION METHODS TO CINGULAR WIRELESS, IN WRITING,FOR REVIEW BEFORE 3.10.42.TESTING OF DRILLED PIERS THE SLUMP TEST SHALL BE PERFORMED ACCORDING TO ASTM C 143.THE PROCEEDING. THE TESTING OF DRILLED PIERS AS SPECIFIED HEREINAFTER WILL BE PERFORMED SPECIFICATIONS ALLOWABLE SLUMP SHALL BE AS STATED IN PARAGRAPH 3.5. IF A HRWR BY AN INDEPENDENT TESTING AGENCY PAID BY VENDOR , ADMIXTURE IS USED,THEN THE SLUMP SHALL BE MEASURED BEFORE AND TEMPORARY SHAFT PROTECTIONS: WHEN REQUIRED,PROVIDE FULL-LENGTH AFTER THE ADDITION OF THE ADMIXTURE. WATERTIGHT STEEL CASINGS OF SUFFICIENT THICKNESS TO WITHSTAND 3.10.4.3.ADDITIONAL CONCRETE TESTING COMPRESSIVE,DISPLACEMENT AND WITHDRAWAL STRESSES AND TO MAINTAIN CINGULAR WIRELESS MAY REQUIRE THAT VENDOR USE A TESTING AGENCY TO 3.93.AIR CONTENT SHAFT WALLS.CASING TO BE WITHDRAWN AS CONCRETE IS PLACED. TAKE CORE SAMPLES OF IN-PLACE CONCRETE WHEN TEST RESULTS ARE SUCH THE AIR CONTENT TEST SHALL BE PERFORMED ACCORDING TO ASTM C 113.THE EXCAVATION EQUIPMENT: PROVIDE EQUIPMENT SO WORK IS EXPEDITED TO THAT THERE IS REASONABLE DOUBT THAT SPECIFIED CONCRETE STRENGTHS SHEET NUMBER ALLOWABLE AIR CONTENT SHALL BE 4 TO 8 PERCENT UNLESS OTHERWISE FULLEST EXTENT POSSIBLE.USE EQUIPMENT FULLY CAPABLE OF EXCAVATING HAVE BEEN ATTAINED. SPECIFIED. SHAFTS TO DEPTHS,DIAMETERS,AND SIZES INDICATED,AND WITHIN SPECIFIED S P-2 TOLERANCES.MAINTAIN EQUIPMENT IN SATISFACTORY OPERATING CONDITION AND PROVIDE SUFFICIENT QUANTITY OF EQUIPMENT TO MAINTAIN PROJECTED SCHEDULE OF THE WORK. I PROJECT NUMBER• 335848 I ELEVATED PLATFORM ERECTION 622. INSTALLATION 2 GROUNDING SYSTEM DESIGN VENDOR SHALL PROVIDE ALL MATERIALS FOR CONNECTION FROM THE � • 4.1.GENERAL POWER SOURCE TO THE CINGULAR WIRELESS EQUIPMENT AS PER THE 12.1.THE DESIRED DESIGN VALUE OF EARTH RESISTANCE OF THE angular ' STANDARD DETAILS AND SPECIFICATIONS,THE EQUIPMENT MANUFACTURER'S GROUNDING SYSTEM HEREIN DESCRIBED SHALL BE FIVE (5)OHMS OR LESS THE ACTUAL LOCATION OF THE PLATFORM,CABINETS,OR OTHER STRUCTURES RECOMMENDATIONS,AND THE LOCAL POWER COMPANY'S REQUIREMENTS. AS MEASURED AT THE EXTERNAL COUNTERPOISE AT THE SINGLE POINT WIRELESS SHALL BE SHOWN ON THE'REQUIRED SITE LAYOUT SKETCH FOR APPROVAL. GROUND ROD WITH THE UTILITY GROUNDS REMOVED AS INDICATED ON THE 6.22.1.UNLESS REQUIRED OTHERWISE BY THE LOCAL AUTHORITY,SERVICE DETAILS. IN GENERAL,THIS REQUIREMENT SHALL APPLY TO THE WHOLE OF BOSTON MARKET 42.ERECTION 4 ALIGNMENT IS TO BE 200 AMP 120/240 VOLT,SINGLE PHASE,AND AC SERVICE.THE THE INTEGRATED GROUNDING SYSTEM. ROUTING OF THE POWER SUPPLY OUTSIDE OF THE COMPOUND IS THE SET ALL STRUCTURAL MEMBERS ACCURATELY AND IN ACCORDANCE WITH THE OPTION OF VENDOR POWER SUPPLY FROM THE 'DROP' OUTSIDE OF THE 122. IT IS ESSENTIAL FOR THE GROUNDING SYSTEM TO PROVIDE THE MANUFACTURERS WRITTEN INSTRUCTIONS.ALIGN AND ADJUST MEMBERS PRIOR TO COMPOUND TO THE CINGULAR WIRELESS EQUIPMENT INSIDE THE LOWEST IMPEDANCE (GROUND RESISTANCE)TO EARTH AND BETWEEN ' PERMANENTLYUNLESS THIS BY ENDOR SHALL CHECK I THE PLUMBNESS OF THE PLATFORM DURING ALL PHASES PLANS,PLACE THE POWER SUPPLY ING FASTENERS. COMPOUND SHLL BEON A 4' DIAMETER SIGHED LE 40SHOWNNPVC APPROVED WIRING METHODS AS DESCRIBED INTHE GROUNDED CIRCUITS. THE VENDOR SHALLI EVE THIS SPECIFICATION.PINIT IS E R I C S S 0 N 0 OF THE ERECTION WORK PLUMBNESS SHALL BE MEASURED WITH THE AID OF CONDUIT.THE CONDUIT SHALL BE UL APPROVED PIPE BURIED A MINIMUM THE RESPONSIBILITY OF THE VENDOR TO INFORM CINGULAR WIRELESS OF SURVEYING TRANSITS. OF 3 FEET BELOW FINISHED GRADE.EXPOSED CONDUIT SHALL BE UV THE COMPLETION OF THE GROUND RING PRIOR TO BACKFILLING. THIS RESISTANT PVC CONDUIT. NOTICE SHOULD BE MADE AT LEAST 48 HOURS PRIOR TO COMPLETION 50 43.GALVANIZED SURFACES CINGULAR WIRELESS CAN MAKE A VISUAL INSPECTION OF THE COMPLETED 6222.PVC CONDUIT BENDING SHALL BE ACCOMPLISHED BY THE USE OF RING. ALL GALVANIZED STEEL SUPPLIED SHALL BE HOT DIPPED GALVANIZED PER MANUFACTURED ELBOWS AND FITTINGS,OR BY HEATING IN AN APPROVED CH2M HILL ASTM A153. IF SCARRING,ABRASION,OR ANY DAMAGE IN ANY FORM DOES PVC CONDUIT HEATER AND FORMING TO DESIRED RADIUS BY APPROVED 123.THE GROUNDING SYSTEM SHOWN ON THE DETAILS IS EXPECTED TO OCCUR TO THE GALVANIZED COATING,TWO COATS OF APPROVED ZINC RICH, PVC BENDING EQUIPMENT.HEATING BY OPEN FLAME SHALL NOT BE PROVIDE FOR A MAXIMUM EARTH RESISTANCE OF 5 OHMS.AS A 41111.1P- COLD-GALVANIZING PAINT SHALL BE USED TO REMEND THE DAMAGED SURFACE ALLOWED. PREREQUISITE TO THE SITE ACCEPTANCE BY CINGULAR WIRELESS,VENDOR PER ASTM A180. SHALL PERFORM THE FALL OF POTENTIAL EARTH RESISTANCE TESTING PROJECT MANAGEMENT 62.23.ALL JOINTS SHALL BE MADE WATERTIGHT USING SOLVENT CEMENT PROCEDURE AS DESCRIBED IN APPENDIX A.VENDOR SHALL NOTIFY ARCHITECTURE 4.4 EXPOSED WIRING MANUFACTURED BY SAME MANUFACTURER AS THAT OF THE CONDUIT. CINGULAR WIRELESS OF THE SCHEDULED TEST FOR THE OPTION OF THEIR ENGINEERING ATTENDANCE. CONSTRUCTION ALL EXPOSED WIRING TO OR ON THE PLATFORM SHALL BE RUN IN PVC CONDUIT AND ROUTED IN A NEAT AND ORDERLY ARRANGEMENT.ALL CONDUITS SHALL BE 63. TELCO SERVICE 13.MATERIALS SPECIFICATIONS RIGIDLY ATTACHED TO PLATFORM MEMBERS. 88 THE ROUTING OF THE TELCO SUPPLY OUTSIDE OF THE COMPOUND IS THE OPTION UNLESS OTHERWISE SPECIFIED ON THE DETAILS,THE MATERIALS USED IN ALL CHICAGONL 8 AVEMAWR 0831 5. FENCING OF VENDOR VENDOR SHALL PROVIDE UNDERGROUND TELCO CONDUIT FROM THE EXTERIOR GROUNDING SYSTEMS SHALL BE LIMITED TO THE FOLLOWING, TO(7731 893-5200 TELCO SOURCE TO THE TELCO COMMON BOX FOR DEMARCATION AND CONTINUE Fax.(7731 693-3241 5.1.GENERAL TO THE EMERSON FOR CINGULAR WIRELESS EQUIPMENT CONNECTION DESIGNATED 13.1.ALL GROUND RODS SHALL BE 5/8' BY 8' COPPER-CLAD STEEL OR 1 CINGULAR WIRELESS TELCO TERMINATION POINT. VENDOR IS RESPONSIBLE FOR 3/4' BY 8' IF THE GEOTECHNICAL REPORT INDICATES ROCKY SOILS. THIS SECTION PERTAINS TO THE WORK REQUIRED TO FURNISH AND INSTALL A PROVIDING ALL MATERIALS AND ASSOCIATED LABOR FOR CONNECTION FROM PRO DRAWING 6 COPYRIGHTED IT AND IS THE SOLE ACTUAL QUANTITIES,LENGTHS AND LOCATIONS ON THE SITE WILL BE THIS RA OF IS LL R IS PRODUCED FOR USE BY THETELCO SOURCE TO THE DESIGNATED CINGULAR WIRELESS TELCO CINGULAR COMMUNICATIONS.REPRODUCTION OR OTHER CHAIN LINK FENCE OR MODIFY AN EXISTING FENCE. EL R E L R L DETERMINED BY A SITE SPECIFIC ANALYSIS. USE OF THIS DRAWING OR THE INFORMATION CONTAINED MEMBER SIZES,FABRIC TYPES,CONNECTION DETAILS,SECURITY MEASURES,AND TERMINATION POINT AS PER THE STANDARD DETAILS. HEREIN WITHOUT THE WRITTEN PERMISSION OF CH2MHILL. IS PROHIBITED. LOCATION OF GATES MUST STRICTLY ADHERE TO THE SPECIFICATIONS AND 132.MAIN GROUNDING CONDUCTORS SHALL BE A MINIMUM OF 4.2 AWG SOLID ALL RIGHTS RESERVED.0 2006 ACCOMPANYING DETAILS UNLESS OTHERWISE RESTRICTED BY LOCAL CODES. 63.1.TWO(2)CONDUITS SHALL BE PLACED BETWEEN THE TELCO COMMON BOX BARE TINNED COPPER UTILITY GROUNDING LEADS SHALL BE A MINIMUM OF AND EMERSON WHICH SHALL BE A MINIMUM OF 2' DIAMETERS SCHEDULE 80 *2/0 STRANDED GREEN COATED COPPER UNLESS LOCAL REQUIREMENTS 52. INSTALLATION PVC. ONE CONDUIT SHALL HAVE TWO CAT 5 ABIS DIRECT BURY GRADE SPECIFY OTHERWISE. SERVICE WIRES PULLED THROUGH WITH A MINIMUM OF 20'COILED AND RED AR THE FENCE LINE SHALL BE CLEAR OF GRASSES,TREES,ROOTS,STUMPS,BRUSH, UN-TERMINATED AT EACH END. PLUG OR CAP EACH END OF THE SPARE 3 GROUND BARS SHALL BE 1/4 INCH THICK AND 4 INCHES WIDE SOLID , .4° ��i/j',.,_ CONDUIT AND PROVIDE TWO SEPARATE PULL STRINGS,SECURELY FASTENED COPPER PLATE PRE-DRILLED TO ACCEPT DOUBLE HOLED LUGS.THE <' �.pOP ��' AND OVERHANGING TREE LINES,UNLESS OTHERWISE SPECIFIED ON THE Q d4 O�J ', CONSTRUCTION PLANS.UNDERGROUND OBSTRUCTIONS SHALL NOT INTERFERE AT EACH END OF THE CONDUIT. PULL STRINGS SHALL BE 200LB LENGTH OF BAR SHALL BE SUITABLE TO THE NUMBER OF CONNECTIONS h WITH THE PROPER PLACEMENT OF FENCE POST MEMBERS UNLESS APPROVED POLYETHYLENE CORD. CONDUIT TO BE PROPERLY SEALED AS NOTED IN TO IT WITH A MINIMUM OF 1/2' BETWEEN TWO CONNECTIONS AND CONFORM / No.9454 - 1 BY THE A/E. DETAILS. TO CINGULAR WIRELESS STANDARDS.GROUND BARS SHALL BE MOUNTED Z x ; ALL POSTS SHALL BE INSTALLED IN FOOTINGS AS SPECIFIED IN TABLE 5.4.USE ON SUITABLE STANDOFF BRACKETS TO ALLOW FOR EASY CONNECTION OF CHICAGO, 3000 PSI CONCRETE,FULLY CONSOLIDATED AROUND THE POST.WHERE A POST 632.TELCO CONDUIT TO CONNECT TO THE LOCAL EXCHANGE PROVIDER LUGS AND PREVENT CORROSION DUE TO GALVANIC REACTION. ILLINOIS MUST BE SET IN ROCK OR CONCRETE,DRILL A HOLE 12 INCHES DEEP AND 1 INCH SHALL BE A 4' DIAMETER SCHEDULE 40 PVC FROM THE TELCO COMMON BOX LARGER IN DIAMETER THAN THE POST.SET THE POST AND GROUT IN PLACE TO THE POINT DESIGNATED BY THE LOCAL EXCHANGE PROVIDER.PLUG OR PROVIDE BUSS BARS AT THE FOLLOWING LOCATIONS, ..^� _' CAP EACH END OF THE CONDUIT AND PROVIDE TWO SEPARATE PULL STRINGS, I TOP OF THE TOWER(DO NOT ISOLATE THIS GROUND BAR FROM THE Na .- USING A NON-SHRINK GROUT. I}-JQF ALL POSTS MUST BE PLUMB,ALIGNED WITH ONE ANOTHER,AND HAVE THE TOPS SECURELY FASTENED AT EACH END OF THE CONDUIT. PULL,STRINGS SHALL TOWER) EVEN IN THE SAME PLANE.LINE POSTS ARE TO BE EVENLY SPACED AT NO MORE BE 200LB POLYETHYLENE CORD.. CONDUIT TO BE PROPERLY SEALED AS 2 INTERMEDIATE TOWER GREATER THAN 200' (DO NOT ISOLATE THIS THAN 10 FEET ON CENTER END AND PULL POSTS SHALL EXTEND ABOVE THE NOTED IN DETAILS. SWEEP UP CONDUIT TO 12' ABOVE FINISHED GRADE (DO GROUND BAR FROM THE TOWER) HEIGHT OF THE TOP BARB WIRE STRAND FOR TENSIONING THE BARBED WIRE. NOT GLUE CONDUIT ELBOW). 3 BOTTOM OF THE TOWER(DO NOT ISOLATE THIS GROUND BAR FROM I DRAWN BY• JLR I PROVIDE A CORNER POST WITH MIDRAIL AND BRACING WHERE THE FENCE THE TOWER) I APPROVED BY•JZ CHANGES IN DIRECTION,HORIZONTALLY OR VERTICALLY,BY MORE THAN 30 633.TELCO COMMON BOX DEGREES. VENDOR SHALL PROVIDE A NEMA 3 RATED TELCO COMMON BOX WHICH SELF-SUPPORT AND GUY TOWER - LOCATE WITHIN 24' OF THE COAX THE GRADE OF THE SITE AND INSTALLATION OF THE FENCE SHALL BE SUCH THAT SHALL BE A MINIMUM SIZE OF 36' X 30' X 12'i WITH A 3/4' PLYWOOD CABLE BEND. NO MORE THAN A I INCH GAP EXISTS BETWEEN THE FENCE FABRIC AND THE BACKBOARD,MULTI-POSITION GROUND BUSS BAR AND A DOOR WHICH CAN FINISH GRADE. BE PADLOCKED.THE BOX SHALL CONNECTED TO THE CINGULAR WIRELESS MONOPOLE - LOCATE BENEATH THE COAX EXIT PORTAL GATES SHALL SWING FREELY AND UNOBSTRUCTED IN THE DIRECTION SHOWN ON SITE GROUND RING,AND SHALL BE INSTALLED A MINIMUM OF 1 DAYS PRIOR THE CONSTRUCTION PLANS UNTIL PARALLEL WITH THE FENCE. TO THE SCHEDULED SITE ACCEPTANCE DATE. THIS BOX WILL BE SOLELY 4 CABLE ICE BRIDGE - LOCATE PRIOR TO THE EQUIPMENT PAD. UNLESS OTHERWISE NOTED ON THE CONSTRUCTION PLANS,VEHICLE ACCESS FOR THE JOINT USE OF CINGULAR WIRELESS,ANY FUTURE COLLOCATORS AND ISOLATE THIS GROUND BAR FROM THE ICE BRIDGE. GATE SHALL BE A DOUBLE GATE CONSISTING OF TWO 6 FOOT WIDE GATES. THE LOCAL EXCHANGE PROVIDER 5 A-BOX - SITE MASTER GROUND BAR,SUPPLIED BY CINGULAR PERSONNEL GATE SHALL BE A SINGLE 6 FOOT WIDE GATE.MAKE PROVISION WIRELESS AND INSTALLED BY VENDOR FOR INSTALLING BARBED WIRED ABOVE EACH GATE BY EXTENDING ITS 4 SPARE CONDUITS EACH GROUND BAR SHALL BE INSTALLED WITH ITS OWN LEAD TO THE VERTICAL FRAMING MEMBERS. COUNTERPOISE. VENDOR WILL PROVIDE MULTI-TENANT SECURITY LOCK SYSTEM(TO BE VENDOR SHALL PROVIDE SPARE CONDUITS AS SHOWN ON THE STANDARD APPROVED BY CINGULAR WIRELESS). DETAILS. 13.4.MECHANICAL CONNECTORS MAY BE USED TO ALARM SURGE 53.FENCE MATERIALS 6.5 ALARM WIRING SUPPRESSORS AND THE ANTENNA BUSS BARS. MECHANICAL FITTINGS 03-I1-06 ISSUED FOR PERMIT SHALL BE COPPER,BRONZE,OR BRASS WITH TWO BOLT LUG CONNECTIONS. ALL MATERIALS AND HARDWARE FOR THE CHAIN LINK FENCE SHALL BE OF A REFERENCE 'ATTACHMENT A'FOR STANDARD INSTRUCTIONS AND DETAILS. LUGS SHALL HAVE BOLTED COMPRESSION TYPE CLAMP FITTING FOR MA4108 HOT DIPPED GALVANIZED FINISH.MEMBER SIZES AND HARDWARE MUST CONDUCTOR ATTACHMENT,AND BE OF THE CORRECT WIRE SIZE. CONFORM TO THE SPECIFICATIONS H OUTLINED IN THE FOLLOWING TABLE UNLESS 1- GROUNDING LOCAL REQUIREMENTS SPEG FY OTERW S 13.5.GROUNDING KITS FOR USE AS BONDS FOR COAXIAL CABLES SHALL BARNSTABLE WATER TANK 1.1.GENERAL PROVIDE A COMPLETE PRODUCT. KIT SHALL BE SUITABLE TO PROVIDE A 6. AC POWER AND TELCO SERVICE HIGH GRADE GROUNDING CONNECTION TO THE COAXIAL CABLE. GROUND THIS SECTION OUTLINES THE TECHNICAL REQUIREMENTS FOR GROUNDING ALL STRAP SHALL BE PER MIL-STD-188-124A SPECIFICATIONS AND PROVIDE 6.1.GENERAL TYPES OF SITES. CERTAINTY OF OPERATION WITHSTANDING 55% OF ALL POSSIBLE LIGHTNING 1118 MARY DUNN RD STRIKES. BARNSTABLE, MA THIS SECTION PERTAINS TO THE WORK REQUIRED TO PROVIDE TELEPHONE 1.1.1.EACH SITE SHALL HAVE AS ITS SINGLE POINT MASTER GROUND AND 02630 SERVICE AND PERMANENT POWER FOR THE GINGULAR WIRELESS PROJECT. ANCILLARY ENCLOSURE (EMERSON). THE ENCLOSURE WILL BE AN OUTDOOR 13.6.PVC CONDUITS,WHEN SPECIFIED HEREIN,SHALL BE UL LISTED CABINET SUPPLIED BY CINGULAR WIRELESS AND INSTALLED BY THE VENDOR SCHEDULE 40 AND MEET UL STANDARDS 651,AND NEMA TC2-1990. SHEET TITLE 62.COMMERCIAL AC POWER PER THE INSTALLATION MANUAL. CONDUITS SHALL BE INSTALLED WITH LONG RADIUS PULLING BENDS. THE MINIMUM RADIUS OF ALL BENDS SHALL BE 8 TIMES THE CONDUIT SIZE. I APPLICATION FOR SERVICE 1.12.THE EMERSON WILL BE THE TERMINATION POINT FOR ALL UTILITY CONDUITS SHALL BE INSTALLED WITH GLUED SCHEDULE 40 FITTINGS PER SPECIFICATIONS CINGULAR WIRELESS WILL MAKE APPLICATION FOR AC POWER HOWEVER THE SERVICES WHICH PROVIDES FOR BETTER SINGLE POINT REFERENCING. ALSO THE MANUFACTURER'S RECOMMENDATIONS. VENDOR IS RESPONSIBLE FOR CONDITIONAL/TEMPORARY POWER,AS WELL ALL TOWER MOUNTED RADIO FEEDERS,POWER CABLES AND TELCO CABLES AS COORDINATING INSTALLATION AND HOOK-UP OF THE POWER COMPANY'S WILL BE TERMINATED WITH SURGE PROTECTION DEVICES IN THE EMERSON. 13.1.WHENEVER MULTIPLE,SIMILAR COMPONENTS ARE EMPLOYED IN A EQUIPMENT TO PROVIDE COMMERCIAL AC POWER TO THE DESIGNATED SYSTEM,SUCH AS MULTIPLE BONDING LEADS ATTACHING TO A BUSS BAR CINGULAR WIRELESS POWER TERMINATION POINT. ALL INSTALLATIONS SHALL 3 THE WORK SHALL ALSO INCLUDE FURNISHING AND INSTALLING ALL WHERE THEY CANNOT BE EASILY VISUALLY TRACED,EACH COMPONENT SHEET NUMBER BE PERFORMED IN CONFORMANCE WITH THE CINGULAR WIRELESS STANDARD GROUNDING OF TOWER, ICE BRIDGE,ANTENNAS,AND EMERSON. SHALL BE LABELED WITH ITS POINT OF ORIGIN AND/OR PURPOSE. SPECIFICATIONS. . SP-3 PROJECT NUMBER• 338845 J 1.4.GROUNDING COUNTERPOISE INSTALLATION 3 CONDUCTORS SHALL BE INSTALLED IN CONDUIT WHEREVER THEY MAY BE • " 1.4.1.PROTECTION FOR PERSONNEL AND EQUIPMENT SHALL BE PROVIDED PHYSICALLY DAMAGED BY AUTOMOBILE TRAFFIC,OR RUN IN CONCRETE. ALL angular- . WITH THE INSTALLATION OF A CONTINUOUS UNDERGROUND COUNTERPOISE, CONDUITS SHALL BE AS SPECIFIED IN 13b,WITH LONG RADIUS PULLING BENDS. 'GROUND RING',AROUNQ EACH STRUCTURE ON SITE. THE MINIMUM RADIUS OF ALL SENDS SHALL BE 8 TIMES THE CONDUIT SIZE,BUT NOT WIRELESS LESS THAN 8 INCHES. 1,42.COUNTERPOISE GROUND RINGS SHALL CONSIST OF 42 AWG TINNED BOSTON MARKET SOLID COPPER WIRE. 4 GRC METALLIC CONDUITS ARE NOT RECOMMENDED FOR PROTECTING BARE GROUNDING CONDUCTORS. HOWEVER,WHEN REQUIRED BY LOCAL CODES,THE 1.43.COUNTERPOISE SHALL BE BURIED TO A DEPTH OF AT LEAST 18' BUT CONDUIT CONDUCTOR SHALL BE BONDED TO THE CONDUIT AT BOTH ENDS. NOT MORE THAN 24' BELOW FINISHED GRADE. MO 1.9 GROUNDING INSTALLATION PROCEDURES ER I C S S O N 1.4.4.COUNTERPOISE SHALL BE INSTALLED AT LEAST 2' BUT NO MORE THAN 3'FROM THE PERIMETER OF THE STRUCTURE IT SURROUNDS. SHARP 1.9.1.FEEDER CABLE GROUNDING CORNERS AT CHANGES IN DIRECTION OF THE COUNTERPOISE SHALL NOT BE PERMITTED. THE RADIUS OF THE CORNERS SHALL BE AT LEAST TWO FEET. I COAX CABLES SHALL BE BONDED TO THE TOWER AT LEAST AT THE TOP OF , THE TOWER AND BOTTOM USING APPROVED GROUND KITS± WITH "6 AU.6 1.5 GROUND ROD INSTALLATION SLACK INSULATED STRANDED CABLE. 15.1.GROUND RODS SHALL BE LOCATED AS SHOWN ON THE DETAILS AND 2 GROUNDING STRAP KITS SHALL SE SUPPLIED BY ANDREW CORPORATION, • CH2M HILL CONNECTED TO THE COUNTERPOISE. OR APPROVED EQUAL. THE LEAD SHALL BE BONDED AT THE GROUND LEVEL TO A SUSS BAR SUPPLIED BY THE VENDOR THE BUSS SAR SHALL 1.5.2.GROUND RODS SHALL SE DRIVEN VERTICALLY TO THE REQUIRED BE SUITABLE TO THE NUMBER OF TRANSMISSION LINES ENTERING OR EXITING PROJECT MANAGEMENT DEPTH. IF HARD ROCK IS ENCOUNTERED,RODS MAY BE DRIVEN UP TO A THE STRUCTURE. ARCHITECTURE FORTY-FIVE DEGREE ANGLE TO OBTAIN THE REQUIRED EMBEDDING OF THE ANON-METALLIC CONDUITS ARE TO BE USED FOR ANY BURIED PART OF ENGINEERING ROD TOP. RODS THAT CAN NOT BE DRIVEN IN THIS MANNER,MUST HAVE A THE COAX CABLE. CONSTRUCTION HOLE AUGURED AND THEN INSTALLED. SFIBER OPTIC CABLES SHALL BE ROUTED 50 THEY ENTER THE SITE AT THE SERVICES ENTRANCE,AND METALLIC OR OTHERWISE MEMBERS WITHIN 1.53.RODS SHALL BE LOCATED SUCH THAT NO ROD IS CLOSER THAN 2' EACH CABLE ARE INTERRUPTED AND GROUNDED TO THE SITE MASTER 8619 W.BRYN MAWR AVE FROM ANY FOUNDATION. RODS SHALL BE SPACED A MINIMUM OF 5' APART GROUND BUSS. CHICAGO,IL 80631 OR AS SHOWN ON THE DETAILS. AN OPTIMUM SEPARATION FOR 8' RODS IS Tel.(773)893-5200 CONSIDERED TO BE 16'. 3 ALL FASTENERS USED TO CONNECT THE GROUNDING KIT LEADS TO THE Fax.(773)693-3241 BUSS BAR SHALL BE OF SUITABLE MATERIAL,AND ALL CONNECTIONS SHALL 1.6 COUNTERPOISE CONNECTIONS HAVE A PROTECTIVE COATING OF COPPER KOTE BETWEEN THE LUGS AND THIS DRAWING IS COPYRIGHTED AND IS THE SOLE BUSS BAR PROPERTY OF CN2MHILL.a IS PRODUCED FOR USE BY CINCULAR COMMUNICATIONS.REPRODUCTION OR OTHER 1.6.L CONNECTION OF THE EMERSON TO THE GROUNDING COUNTERPOISE USE OF THIS DRAWING OR THE INFORMATION CONTAINED WITED. THE WRITTEN PERMISSION OF CH2MHILL SHALL SE WITH A"2 AWG BARE SOLID TINNED COPPER GROUND WIRE. THE 4 THE OUTER CONDUCTOR OF COAX CABLES SHALL BE BONDED AND HEREINIS N WI ED. CONDUCTORS SHALL BE CONNECTED TO THE COUNTERPOISE AND THE SITE GROUNDED PRIOR TO START OF EQUIPMENT PAD. ALL RIGHTS RESERVED.m 2006 MASTER GROUND BAR IN THE EMERSON. THE CONNECTION TO THE COUNTERPOISE SHALL BE TO ONE COMMON GROUND ROD. THIS ROD SHALL BE THE 'SINGLE POINT GROUND ROD,' AS LOCATED ON THE DETAILS. 1.92 TELEPHONE CABLE GROUNDING .\EKED AReA„ 1.62.THE GROUND WIRE USED FOR CONNECTION OF THE EMERSON TO THE I ALL TELEPHONE CABLES SHALL ENTER THE SITE AND TERMINATE AT THE <P� 1.POp T��" SINGLE POINT GROUND SHALL BE PROVIDED BY THE VENDOR. TELCO DEMARCATION POINT IN THE EMERSON. 2��4 O�l `s. 1_63.THE SITE MASTER GROUND BAR SHOULD BE CONNECTED TO THE 2 EACH TELEPHONE CABLE SHALL SE RUN AT THE DEMARCATION POINT THROUGH A SURGE PROTECTION DEVICE IN THE.EMERSON WHICH IS Z x ((I w No.9454 n \ '' SINGLE POINT GROUND ROD IN THE FOURTH SET OF HOLES FROM THE LEFT OF THE BUSS BAR THE FIRST THREE SET OF HOLES TO THE LEFT WILL SE GROUNDED TO THE SITE MASTER GROUND SUSS. CHICAGO, L,, i RESERVED FOR THE BTS EQUIPMENT. ALL OTHER CONNECTIONS SHOULD BE ILLINOIS TO THE RIGHT OF THE SINGLE POINT CONNECTION TO PREVENT ANY SURGES 3 TELEPHONE CABLES SHALL BE ROUTED INTO THE SITE USING PVC f, FROM BEING TRANSFERRED TO THE BTS'S. CONDUIT FROM THE EMERSON TO A POINT AS SHOWN ON THE DRAWINGS. ����CC��. 1niOFMPS" 1.5.4.ALL CONNECTIONS TO THE COUNTERPOISE SHALL BE 4'2 AWG SOLID 1.93.POWER CABLE GROUNDING BARE TINNED COPPER CONDUCTORS. 1 ALL POWER CABLES SHALL ENTER THE SITE AND TERMINATE AT THE AC 1.6.5.ALL ABOVE GROUND MECHANICAL CONNECTIONS WITHIN THE UTILITY METER DEMARCATION POINT(SOCKET/ 'DRAWN BY•JLR GROUNDING SYSTEM SHALL BE SANDED TO BARE METAL AND TREATED 'APPROVED BY•JZ WITH A-OXIDANT COMPOUND. 2 THE UTILITY POWER CABLE SHALL RUN THROUGH A SURGE PROTECTION DEVICE IN THE EMERSON,WHICH IS GROUNDED TO THE COUNTERPOISE VIA A , 1.6.6.METHODS OF CONNECTION "2 AWIs BARE TINNED COPPER WIRE. 1.6.6.1.ALL CONNECTIONS BETWEEN THE GROUND RING,GROUND RODS, 3 WHEN THE UTILITY TERMINATION MUST BE SEPARATE FROM THE EMERSON, GROUND CONDUCTORS,AND/OR EXTERIOR GROUND BARS SHALL SE IT SHALL BE AT A COMMON LOCATION TO OTHER SERVICES. EXOTHERMIC WELDS.ACCEPTABLE EXOTHERMIC WELDING PROCESSES 4 VENDOR SHALL ENSURE THAT THE NEUTRAL IS BONDED TO GROUND AT ARE SCUBSEQUENTLY OR THERMOWH TWOD.ALL EXOTHERMICTSOFA WELDS SHALL BE THE MAIN DISCONNECT SWITCH WHICH IS GENERALLY LOCATED EITHER INSIDE SUBSEQUENTLY TREATED WITH COATS OF ZINC RICH COLD THE EMERSON. A GREEN CONDUCTOR FOR GROUND AND A WHITE GALVANIZING PAINT. CONDUCTOR FOR NEUTRAL SHALL ORIGINATE AT THIS POINT AND REMAIN 1552.MATERIALS USED IN SITE AND EQUIPMENT BONDING AND SEPARATED ALL THROUGHOUT THE GROUND SITE. GROUNDING SHALL BE MADE EXCLUSIVELY BETWEEN THE SAMEMET 5 ALL COMMERCIAL UTILITY GABLES SHALL BE ROUTED INTO THE SITE ELECTROCHEMICALCT ,OR BETWEEN METALS GLOSSA ONE CONNECTNOTHER IN THE USING PVC CONDUITS FROM THE EMERSON TO A POINT AS SHOWN ON THE THOROUGHLY SERIES.ALL MECHANICAL CONNECTIONS SHALL BE DRAWINGS. THOROUGHLY COATED WITH AN ANTI-CORROSION SEALANT. 03-I1-06 ISSUED FOR PERMIT 1.1 METAL FENCE CONNECTIONS M A410 8 2 CONDUCTORS SHALL BE INSTALLED IN CONDUIT WHEREVER THEY MAY BE I METAL FENCES SHALL BE GROUNDED WITH ONE GROUND ROD AT EACH PHYSICALLY DAMAGED BY AUTOMOBILE TRAFFIC,OR RUN IN CONCRETE. ALL ■ eD TANK CORNER,AND EACH ROD SHALL BE CONNECTED TO THE NEAREST CONDUITS SHALL BE AS SPECIFIED IN 13.6,,WITH LONG RADIUS PULLING BENDS. BARNSTABLE WATER TANK COUNTERPOISE. IF THE CINGULAR WIRELESS COUNTERPOISE IS LOCATED THE MINIMUM RADIUS OF ALL BENDS SHALL BE 8 TIMES THE CONDUIT SIZE,BUT NOT LESS THAN TEN(10)FEET FROM THE FENCE, IT MUST SE GROUNDED. LESS THAN 8 INCHES. 2 METAL FENCE GATES SHALL BE BONDED TO THEIR SUPPORT POSTS 4 GRC METALLIC CONDUITS ARE NOT RECOMMENDED FOR PROTECTING BARE 1118 MARY DUNN RD WITH A "2 AWls PRE-FABRICATED FLEXIBLE JUMPER CABLE,24 INCHES GROUNDING CONDUCTORS. HOWEVER,WHEN REQUIRED BY LOCAL CODES,THE BARNSTABLE, MA LONG,CADWELD BRAND OR APPROVED EQUAL. IF THE CINGULAR CONDUIT CONDUCTOR SHALL BE BONDED TO THE CONDUIT AT BOTH ENDS. 02630 WIRELESS COUNTERPOISE 15 LOCATED LESS THAN THREE (3)FEET FROM SHEET TITLE THE FENCE GATEPOST, IT MUST BE GROUNDED. 3 METAL GATE SUPPORT FENCE POSTS SHALL BE BONDED ACROSS THE OPENING OF THE GATE WITH A MINIMUM OF A*2 Airs BARE TINNED SPECIFICATIONS COPPER WIRE BURIED AT A DEPTH OF AT LEAST 18'. . 1.8 OTHER CONNECTIONS 1 FUEL AND OTHER METALLIC STORAGE TANKS SHALL BE BONDED TO SHEET NUMBER THE METAL FENCE AND COUNTERPOISE WITH A 42 AWG BARE COPPER WIRE. • SP-4 2 CABLE TRAYS SHALL BE BONDED OVER THEIR LENGTH EVERY 10 PROJECT NUMBER 335845 FEET AND TO THE COUNTERPOISE. LEGEND , . X cingular=N (N) = NEW • • (E) = EXISTING BOSTON MARKET (F) = FUTURE . ERICSSON 0 x x x x x x x x x x \ CH2M HILL + Adipp- \ PROJECT MANAGEMENT ARCHITECTURE ENGINEERING + CONSTRUCTION \ 8619 W.BRYN MAWR AVE + CHICAGO,IL 60631 \ WATER TANK NOTES: Fax R7 8 1 Fax 17731 893 93-32 324 INSTALL NEW GROUND BAR AT BASE OF TANK THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF CH2MHILL IT IS PRODUCED FOR USE BY CINGUTAR COMMUNICATIONS.REPRODUCTION OR OTHER INSTALL GROUND BAR AT EACH USE OF THIS DRAWING OR THE INFORMATION CONTAINED 7. '1`70 •x SECTOR AT TOP OF TOWER AND ONE (I) HEREIN WITHOUTITED. THE WRITTEN PERMISSION OF CM2MMILL @/4F COLLECTOR BAR AT TOP. IS PROHIBITED. ALL RIGHTS RESERVED.'O 2006 • (E)WATER TANK INSTALL NEW CABLE ENTRY PORT BELOW TO ACCOMMODATE COAX. '`BRED Aga,/ LADDER(E)VERTICAL CABLE REMOVE COAX SHROUD UP SIDE OF .O'' "i•POPy/7 . X i.Q 4 O, 2 : - WATER TANK, INSTALL NEW COAX 4 O �' RE-INSTALL SHROUD-TOUCH UP PAINT 'r / TO MATCH EXIST.COLOR Z No.9454 n \ (E)POWER METER CRANE WITH MAN LIFT REQUIRED FOR `. CHICAGO,x ANTENNA INSTALLT ION �a ILLINOIS )I INSTALL (3)(N)6' DIA, X CONDUITTALLW/(6)(N)15/a' • ANDREWS COAX CABLES INSTALL NEW GROUND BAR AT EACH �DF •a MODIFY(El ICE BRIDGE SECTOR AT TOP OF TOWER AND ONE (1) I� OVER(N)CONDUIT COLLECTOR BAR AT TOP. i X MODIFY EXTERIOR GROUND BAR AT (DRAWN BY• JLR (E)(6)1 5/B, ADD (1)(N) CABLE ENTRY PORT TO (APPROVED BY JZ • \\�\ ANDREWSIOKIA GSMA GSM 4 2) ACCOMMODATE ADDITIONAL COAX. (E)EQUIPMENT \\ COAX TO FRAME TO BE \\ REMAIN MODIFY EXIST. ICE BRIDGE TO REMOVED.ADD(I) \\\ ACCOMMODATE ADDITIONAL COAX. (N)3106 UMTS \\ X CABINET 4t/ \\(E)H-FRAME FORJ •kPOWER AND TELCO ,SERVICES (F) I0�s (N) (N) O Z a/F� o R _- . • I n a C,5 GAS /1 r ��� \' ��. A--1''', 03-I1-06 ISSUED FOR PERMIT (E)12'-0'SLIDING \ -- / __ j GATE ,, S 3 MA4708 (E)CHAIN-LINK FENCE �p,CNc e BARNSTABLE WATER TANK x x x x�o x x x 6' 1118 MARY DUNN RD 16 PAS BARNSTABLE, MA (N) C)NG 02830 SHEET TITLE EQUIPMENT PLAN SHEET NUMBER A-1 SITE / EQUIPMENT PLAN SCALE. 3/16' . 1'-0' I PROJECT NUMBER• 335045 1 cingular=M WIRELESS BOSTON MARKET ERICSSON CH2M HILL Aupp- PROJECT MANAGEMENT ARCHITECTURE ENGINEERING CONSTRUCTION 8619 W.BRYN MAWR AVE CHCAGO,IL 80831 (E)ANTENNAS TO BE REMOVED Tel.(773)893-5200 AND REPLACED W/(6)(N) Fax•(7731 893-3241 ANTENNAS - PAINT TO MATCH(E) WATER TANK(2 PER SECTOR) THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF CH2MHILL IT IS PRODUCED FOR USE BY CIRCULAR COMMUNICATIONS.REPRODUCTION OR OTHER USE OF THIS DRAWING OR THE INFORMATION CONTAINED HEREIN WITHOUT THE WRITTEN PERMISSION OF CH2MHILL IS PROHIBITED. ALL RIGHTS RESERVED.0 2006 (t OF(E)WATER TANK / ELEV.: ±10B'-0' OF(E)GINGULAR ANTENNAS • �c� OAT.POp� VOM r r ELEV.: .1100'-0. / No.9454 0 \ } CHICAGO � - � 1-v; 1.1i % ILLINOIS %� I}IOFM DRAWN BY• JLR !APPROVED BY•JZ (E)WATER TANK (6)(E)15/e' ANDREW COAX TO REMAIN.ADD (6)(N)1 5/6' ANDREW COAX 03-I1-06 ISSUED FOR PERMIT • MA4108 (E)CABLE LADDER W/SHROUD BARNSTABLE WATER TANK 1118 MARY DUNN RD BARNSTABLE, MA 02630 SHEET TITLE TOWER ELEVATION GROUND LEVEL ELEV.: ±O'-0' SHEET NUMBER A-2 WATER TANK ELEVATION SCALE. 1' - 20'-0' !PROJECT NUMBER• 335046 1 s X cingularTM WIRELESS POST END CAP POST END CAP PIPE LEG BRIDGE = BOSTON MARKET SUPPORT MFR BY PIPE LEG BRIDGE °; VALMONT OR -mot SUPPORT MFR BY APPROVED EQUAL VALMONT OR �- -- '^~' W APPROVED EQUAL AVEGUIDE ICE �_____• — \ ' BRIDGE MFR BY ." E R I C S S O N 0 VALMONT OR WAVEGUIDE ICENPR APPROVED EQUAL '' -�" BRIDGE MFR BY .�� CABLE WAVE NOMINAL CABLE SUPPORT POST MFR VALMONT OR HANGER APPROVED EQUAL CABLE 5/S'SIZE TYPE NUMBER BY VALMONT OR APPROVED EQUAL SUPPORT POST MFR I - 515554 BY VALMONT OR TRAPEZE KIT MFR APPROVED EQUAL I - I/4' 520SSS!TOE a BOLT-IN • CI�IZM HILL BY VALMONT OR APPROVED EQUAL TRAPEZE KIT MFR BY VALMONT OR ? @ /S' 660APPROVED EQUAL0 PROJECT ARCHIITTECTUREIEF0 ENGINEERING S COAX CABLE r NOTE: CONTRACTORIOADJUST ICE CONSTRUCTIONBRIDGEPOSTS TOALWFOREQUIPMENTSTEELPLATEW/l4) CABINETDOOR SWINGSTAINLESSSTEEL8619W.BRYNMAWRAVEKWIKII BOLTS ORCHICAGO,IL 80831 APPROVED EQUALNOTE: ATSTEEL PLATRMATTACH Tel1773)893-5200 Pax•(7731 693-3241EXIST.GONG:PADPRE-FAB BRIDGE POBASEPLATE TOORPLATFORMGRATINGW/3/S'�GAL .STEEL J-BOLTS OR THIS DRAWING IS COPYRIGHTED AND a THE SOLE _ WELDING PROPERTY OF CH2MHILL R IS PRODUCED FOR USE BY FINISHED GRADE \ \ CIRCULAR COMMUNICATORS.REPRODUCTION OR OTHER IINE_ \ _ _ USE OF THIS DRAWING OR THE INFORMATION CONTAINED =11-11=1 1-11-11- 1-11-11= =11-11-1 1=11-11- II=11=1I II=11=11 11=11=11 II=11=11 II=11=11 HERON WITHOUT THE WRITTEN PERMISSION OF CH2MHILL Y IS PROHIBITED. •• ALL RIGHTS RESERVED.0 2006 CONC.PIER I L J iv 0 U ' m �`,.\ \, PAR jTF 4. j, I-6 I z No.9454 x ICEBRIDGE DETAIL SS ILLINOGIOST SCALE. 1/4' - 1'-0' (�OFrva'-' 'DRAWN BY•JLR 'APPROVED BY•JZ ' FINISH TO BE LEVELED WITH FINISI-I TO BE LEVELED WITH 3/4'X 45' EXISTING CONCRETE PAD ± 1/5' (E)CONCRETE EXISTING CONCRETE PAD ± I/5 CHAMFER(TYP.) PAD • *4 6 12' BOTH DIRECTIONS *4 to 12' BOTH DIRECTIONS i \ 03-11-06 ISSUED FOR PERMIT �l zol Ea T� "CYti- as u+,'-.. NCR';,.?r:7.... \ �.,:E.. : .. .. t .:: :.. ��'�SS,a_ � �z;�:��. . ��,<. : MA47O8 *4 DOWELS B 6 MIN.COMPACTED *4 DOWELS 6 6'MIN.COMPACTED BARNSTABLE WATER TANK 12'-S'MIN. CRUSHED AGGREGATE 12'-S'MIN. CRUSHED AGGREGATE EMBEDMENT EMBEDMENT EPDXY GROUTED EPDXY GROUTED INTO EXISTING INTO EXISTING 1118 MARY DUNN RD SLAB SLAB BARNSTABLE, MA 02630 SHEET TITLE ICEBRIDGE AND CONCRETE SLAB DETAIL SHEET NUMBER A-3 CONCRETE SLAB DETAIL SCALE. 1/4' - 1' 0' PROJECT NUMBER• 9S6E46 ' • . Xcingular' • . RELESS • DC COBRA (N)I' IMC CONDUIT • ' CABLES FOR TELCO BOSTON MARKET / \ m ERICSSON JB JIB A • \ JB� ., / ,E, CH2M HILL .. • • • • • 1 • 0 • PROJECT MANAGEMENT ARCHITECTURE • 2 , • •• •• ENGINEERING . .••„ .„ /�—•• CONSTRUCTION . , . , "2 THHN //.•• / • "2 THHN GND 8818 W.BRYN MAWR AVE GND WIRE WIRE TO BUSS CHICAGO,IL 80831 TO BUSS BAR Tel.(773)693-5200 Fax.O73)883-3241 BAR • . MIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF CH2MHILL IT IS PRODUCED FOR USE BY DC REST. CINGULAR COMMUNICATIONS.REPRODUCTION OR OTHER USE OF THIS DRAWING OR THE INFORMATION COMAJNED HEREIN WITHOUT THE WRITTEN PERMISSION OF CH2MHILL • IS PROHIBITED. ' 80A ' ALL RIGHTS RESERVED.m 2006 \��1LL 50A 20A �EFED ARCM \. 50A J . Q�C�¢ ;.POPOCY,' 20A � � v • Z No.9454 n 1 • : AC DIST. POWER TELCO I ca CHICAGO, PANEL ILLINOIS GSM CAB FUTURE GSM CAB FUTURE GSM CAB UMTS CAB TYCO POWER/TELGO CAB GSMp'7/1 OF YN)2' IMC CONDUIT (N)2' It-1C CONDUIT ... ill 4 TO(E)DISC.SWITCH TO(E)TELCO CIRCUITS LEGEND: !DRAWN CINGULAR WILL BE RESPONSIBLE FOR BY• DETERMINING TI-IE ADEQUACY' OF THE EXIST. 0 (2)"3AW13 4 (1)"8 GREEN GRND. IN I'G !APPRROO APPROVED BY•JZ I AC POWER PANEL CAPACITY TO SUPPORT t-zP,BOA c/B. THE ADDITION OF THE NEW EQUIPMENT 02 (2)"12 AWG 4 (I)"12 GREEN GRND. IN)6'C 1 2P,20A C/S. ALL CAB FOR EQUIPMENT CABS. TO BE NOTES: DETERMINED AND INSTALLED PER EQUIPMENT MANUFACTURE 1. ROUTE "2 AU)G SUPPLEMENTAL AC EQUIPMENT GROUND CONDUCTOR FROM BUSS BAR SYSTEM TO REACH BASE OF ERICSSON SPECIFICATIONS. CABINET. CUT,COIL,AND TAPE !OFT.PIGTAIL FOR CONNECTION BY ERICSSON. 2. ROUTE BRANCH CIRCUIT TO REACH THE ERICSSON CABINET. TRANSITION RACEWAY FROM IMC TO LIQUID-TIGHT FLEX; METAL CONDUIT (LFMC)AT A JUNCTION BOX WITHIN 6FT.OF CABINET. CUT ,COIL,AND TAPE 10FT.PIGTAIL (WITHIN 6FT.OF (MAX)LFMC AND STRAIGHT LFMC CONNECTOR)FROM END OF CONDUIT FOR CONNECTIONS. COLOR CODE DIFFERENT PHASE CONDUCTORS WITH BLACK OR RED MARKING IN ABSENCE OF DIFFERING LOCAL COLOR CODE REQUIREMENT. 03-I1-06 ISSUED FOR PERMIT 3. INSTALL CONDUIT BETWEEN BTS AND TELCO SOX FOR T1 AND ALARM CABLES TO BE INSTALLED BY OTHERS. ROUTE CONDUIT MA4108 TO REACH TOP OF NOKIA CABINET,TRANSITION TO LFMC WITHIN 6FT OF CABINET TOP AND INSTALL STRAIGHT LFMC CONNECTOR FOR TERMINATION BY NOKIA. BARNSTABLE WATER TANK 4. INSTALL 1 80A,2-POLE (fro)OR THREE 4004 3-POLE (30 CIRCUIT BREAKER MATCH RATING OF EXISTING PANEL BOARD. 5. SUBCONTRACTOR SHALL EVALUATE THE ADEQUACY OF EXISTING SERVICE PANEL BOARD TO ACCEPT ADDITIONAL CABINET LOADS AND COMPLY WITH NEC ARTICLE 215.3(SERVICE FEEDER OVERCURRENT PROTECTION TO BE 125% OF CONNECTED 1118 MARY DUNN RD CONTINUOS LOADS PLUS 100% OF CONNECTED NON-CONTINUOS LOADS). EQUIPMENT NAME PLATE RATINGS OR OTHER RELIABLE BARNSTABLE, MA SOURCE OF DATA SHALL BE USED TO DETERMINE TOTAL PANEL LOADS. IF LOAD DATA IS NOT AVAILABLE,80% OF BRANCH 02630 CIRCUIT RATING SHALL BE USED AS CIRCUIT LOAD. INSTALLATION SHALL BE MADE IN ACCORDANCE WITH THIS DETAIL UNLESS SERVICE MODIFICATION IS REQUIRED. SUBCONTRACTOR SHALL PROVIDE RECOMMENDED CHANGES TO CONTRACTOR SHEET TITLE ENGINEERING FOR RESOLUTION PRIOR TO INSTALLATION. 6. OVERHEAD CONDUIT ROUTING IS PERMISSIBLE ON EXISTING OR NEW. SUBCONTRACTOR PROVIDED. SUPPORTS AS LONG AS ELECTRICAL LINE ADEQUATE SPACING WITH EXISTING CABLES AND COMPLIANCE WITH THE NEC INSTALLATION REQUIREMENTS ARE MAINTAINED. 1. ROUTE EACH BRANCH CIRCUIT THROUGH JUNCTION BOX DIRECTLY TO NUSS WITHOUT ANY SPLICING INSIDE JUNCTION BOX. DIAGRAM SHEET NUMBER E-1 ELECTRICAL LINE DIAGRAM • 1 I PROJECT NUMBER 336646 1 X cingular,M WIRELESS • BOSTON MARKET ERICSSON 0 o • CH2M HILL LEGEND / PROJECT MANAGEMENT ARCHITECTURE OI (E)ANTENNA ENGINEERING CONSTRUCTION O2 l'b JUMPER CABLE O COAX GROUNDING KIT ` © 8619 W.BRYN MAWR AVE CHICAGO,IL 80831 O COAX ANTENNA CABLE Tel.(773)693-5200 Fax•(773)693-3241 0 NEW GROUND BARS)AT OR NEAR ANTENNA MOUNTS (I)PER SECTOR THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF CH2MHILL IT IS PRODUCED FOR USE BY 3 CINGULAR COMMUNICATIONS.REPRODUCTION OR OTHER O MODIFY GROUND BAR AT BASE OF TOWER USE OF THIS DRAWING OR THE INFORMATION CONTAINED l(H O HEREIN WITHOUT THE WRITTEN PERMISSION OF CH2MMILL IS PROHIBITED R O EXISTING GROUND BAR MOUNTED AT ICE BRIDGE I/// ALL RIGHTS RESERVED.m 2006 ® BACK TO BACK GROUND LUGS ARE ACCEPTABLE IF OPEN Q POSITIONS ARE NOT AVAILABLE ON EXISTING GROUND BARS. ® Li ..sVED ARC,6,T' O NEW COLLECTION GROUND BAR. e,1.PO I ID GROUND NEW EQUIPMENT CABINET TO EQUIPMENT GROUND No.9444 n BAR-PER EQUIPMENT MANUFACTURER'S SPECIFICATIONS. Z x ICI° CHICAGO, ILLINOIS _ _ :e\r .: ® DRAWN BY• JLR I I-'-- —I 1 APPROVED BY•JZ I 0000000• oo••••oo MinnI . 0000• oo��•o• •oo•••o• 0000000• •o •o• •oo•••o• 3 UMTS CAB POWER GSM CAB CAB Q 0 NOTES: MOUNT BUSS BAR EITHER TO 0 BOTTOM OF I-I-FRAME OR ON DECK NEAR(-I-FRAME 03-I1-06 ISSUED FOR PERMIT GRAB M A410 8 .. .. ' IIII1II1III , .I 1 1 BARNSTABLE WATER TANK I -. I 1118 MARY DUNN RD BARNSTABLE, MA 02630 SHEET TITLE GROUNDING RISER SHEET NUMBER G-1 1 GROUNDING RISER I PROJECT NUMBER• 996646 I o...... ZONING INFORMATION .. ® NIP®ID Ilk 1.4. ASSESSORS REFERENCE ASSESSORS'S MAP DATED 5/7/98 . 50 VISION BOULEVARD DISTRICT: RF-1 EAST PROVIDENCE,RI.02 USE: TELECOMMUNICATIONS EQUIPMENT OFFICE (401}-588-56c 4� FAX (401)-588-5658 }, 3,n 2 . • -272 MIN. DEPTH (REGIONAL) �" fiNO. I -FRONT YARD 30' -SIDE YARD 15' BRYAN f -REAR YARD 15' BAKIS . i MAX. SQUARE FOOTAGE 43,560' Ne.29076 FRONTAGE 20' ,Q CTVLL_ WIDTH 125' 1• � ,es� ' • SEE ZONING REGULATIONS FOR VARIATIONS ON SPECIFIC USE. PLAN REFERENCES �((`(( `DSSING TREES 1. .PLAN CF LAND M BARNSTABLE MASSACHUSETS'PREPARED BY //�� BY ATLANTIC WIRELESS DATED AUGUST 20,1998 / •�� 2. PROPERTY UNE INFORMATION IS COUPLED FROM LEEDS MID PUNS OF RECORD AND 6 NOT ATHE RESULT CF M A FULL BOUNDARY SURVEY. . E70S 1NG OVERFLOW PIPE 3. DATED 7 C IL ZONING DE ATION OBTAINED FROM ZONING REGATWNS APPROVALS • .d • Omn'IPoinL _ -COSTING FNCE LA DLO R D K K . K K K M K K K M -N K K K LEASING • • h R.F.EOSING larANINAS JJ. CONZONSINTRUGC TON}Q W9PE oNK Rm j „a A/E O o N W1OT, • OEXTSTNG 100• • ESQ Z > ........... ...._... ........_' WATER TANK 098f81C YMAT 1•• K• „���.` KKT z Z !!IEEE I Epp i,' (PRO ACT N0 AC-10( PR9 U. UND CORM • L ETas miG UDDER BARLACO I DRAIN BY: S Z16P69Hf UTRITY TRENCH j,+ BK 7395 1'EbS1NC FACOU11E5 1 .. PG 70 I CHECKED BY: I i .ITTT� . _ _ K _ Ma x- * It -1., A A K K SUBMITTALS -\,/---"N(71) / // / . 0851MIC WIRY EASEMDIT .• • 3 6) /999 ISSUED FOR PF111 • Q J/ / \ SITE PLAN 2 6/a/99 CONSTRUCTION a BARLACO _� `MMHG TREES 1 5/18/99 zONINc DRAINING • BK 7395 scAEe 1/i6•-r-o• miumminnwimi THE INFORMATION CONTNNED -) ED PG 70 EXISTING CRAWL RDAs ` TRUE woRTNI THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE / �s — USE OR DISCLOSURE OTHER 0 16 32 64 98 THAT WNICH RELATES TO OMI IS STRICTLY PROHIBITED. FROPERTY"'E 4DR-5515-A - BARNSTABLE WATER TANK WIRY DUNN ROAD . _ i. -—--- t 7 !—'1 , BARNSTABLE. MASSAN:HUSI --a 1. __/ 1—.._L I ___)' I,. SHIT TOTE I MAY 2 - 2002 SITE PLAN - " - -- _E 1 9EET MUIeeEA 1. , A- 1 US ROUTE 6 _ U I - - 74, _ --o-f61 , tF 4 , \ ELEVATION OF PROPOSED CANISTER NOT TO PROPOSED EXCEED ELEVATION OF EXISTING OMNI ANTENNAS? ANTENNA. SEE EXISTING OMNI ANTENNAS TO BE REMOVED TOP`OF PROPOSED ANTENNA '! DETAIL THIS SHEET (TYP. OF 2) NOT SHOWN FOR CLARITY. EL=234.0 AMSL TOP OF EXISTING WATER TANK • EL=227.5 (AMSL) I•. EXISTING ANTENNAS a, PROPOSED CANISTER ANTENNA - Ill .IIIIIU II I ■ PROPOSED ANTENNA AND MOUNTING APPURTENANCES TO BE PAINTED TO MATCH I =II 1 EXISTING TANK. 0 1 .,,, \ PROPOSED CANISTER i, o MOUNTING BRACKET EXISTING VENT o (2) PROPOSED CABLES INSIDE `" r OF EXISTING CABLE TRAY (TOTAL OF 6) r ,,,,,, EXISTING SUPPORT FRAME TO REMAIN EXISTING BTS _ CABINET ) e f �' E 1 --,._ T ;; I120.0(ISLE) TANK ROOF `r-{ ep P (2) PROPOSED COAX CABLES TO BE TRENCHED UNDERGROUND AND HOUSED WITHIN 1 RUN OF 6° PVC NEXT TO EXISTING ELEVATION CABLE CONDUIT. A\ TENNA MOUNTI\G DETAIL SCALE: 1"=20' SCALE: 3/4"=1' ®�® REVISIONS DESIGNED BY: DATE: 6/1: -' ,§ SITE NO.: 4DR-5515-A' '' SITE NAME: BARNSTABLE WATER TANKS DRAWN BY: MRC SCALE:AS ,:? 'ct eir PM: L- EAST VISION BOULEVARD ADDRESS: MARY DUNN ROAD EAST PROVIDENCE, R.I. 02914 OFFICE: (401)-588-5600 BARNSTABLE, MA FAX: (401)-588-5658 FILE: WILMINGTON.DWG Sheet No. GENERAL NOTES • ( PROJECT INFORMATION 1. FOP. THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: Lori il ....----...sastErget,. SCOPE OF WORK: UNMANNED TELECOMMUNICATIONS FACILITY MODIFICATIONS T A CONTRACTOR - BECHTEL SITE ADDRESS: MARY DUNN ROAD SUBCONTRACTOR. - GENERAL CONTRACTOR (CONSTRUCTION) j Bi�RNSTABLE, MA 02630 . Di T, "� ! MTN . • OWNER - AT&T WIRELESS SERVICES. i •! 64g28 4I E_,---"---" e,T4. ,. S 1�- LATITUDE: I F OR TO THE SUBMISSION OF BIDS. THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO = LONGITUDE: -70.28038 . -..toss 1- 13 F.4!!ILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS + COUNTY NAME: BARNSTABLE COUNTY -,x-,: .1a. .. � �= 7' � KL • SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE I ! ->•• _r :e-�- - .- :.T ELATION OF CONTRACTOR. I ''� �` JURISDICTION: B.ARiJST,4ol.t, MASSACHUSETTS NZ:3 Tt:51sir .*z1 r. CURRENT USE: TELECOMMUNICATIONS, FACILITY - if, _� _. ALL MATERIALS FURNISHED AND INSTALLED SHALL EE IN STRICT ACCORDANCE WITH ALL APPLICABLE PROPOSED USE: TELECOMMUNICATIONS FACILITY CODES REGULATIONS, AND ^F.OIi AI!CES. SUBCONTRACTOR, SHALL ISSUE A.LL APPROPRIATE NOTICES AND .—_._ C r�IPLY WITH ALL LAWS, ORDINANCES. RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBLIC ! � - -~ . x�wts.it :A 1,� ' ., • Er { I '-,a `ti AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. �t J h n.,'•�t��,, REV I E �, +" �s: j , DRAWING�;: its c�: � 't. t .. L s ��,V r z ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES. ORDINANCES AND APPLICABLE REGULATIONS. I BOS-4108-01 TITLE SHEET _ 0 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. ' BOS-4108-02 EQUIPMENT LAYOUT 0 SITE E NUMBER: BOS-4108 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, BOS-4108-03 NOTES _ o AWS SITE NUMBER: 4108 APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE BOS-4108-04 EQUIPMENT DETAILS 0 ` — DRAWINGS. BOS-4108-05 POWER AND GROUNDING SCHEMATIC 0 SITE NAME: BARNSTABLE WT 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY BOS-4108-06 DETAILS 0 CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE SUPPLIED BY THE SUBCONTRACTOR. SITE TYPE 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND STANDARDS MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE WATER TOWER ANTENNAS WITH GROUND OUTDOOR EQUIPMENT CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACTOR. • CONTRACT AWARD SHALL GOVERN THE DESIGN. VICINITY MAP BUILDING CODE: ( 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND Ti CABLES, GROUNDING MASSACHUSETTS STATE BUILDING CODE (LATEST EDITION) CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL ELECTRICAL CODE: UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY. SUBCONTRACTOR SHALL DIRECTIONS: FROM SAGAMORE BRIDGE, (ROUTE 6) TO EXIT 6, RIGHT AT END OF RAMP (ROUTE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70 - 99SB, NATIONAL ELECTRICAL CODE CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. LIGHTNING PROTECTION CODE: 132) FOLLOW APPROX 2 MILES, TURN LEFT ONTO INDEPENDENCE PARK RD. AND FOLLOW TO THE NFPA 780 - 1997, LIGHTNING PROTECTION CODE 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND END. TURN LEFT AT THE STOP SIGN ONTO MARY DUNN RD. AND GO 1/4 MILE. CELL SITE ON SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE WATER TANK ON TOUR RIGHT JUST AFTER YOU GO UNDER A BRIDGE. STANDARDS. SATISFACTION OF OWNER. AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS REMOVED SHALL BE NINTH EDITION RETURNED TO THE OWNER'S DESIGNATED LOCATION. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARD FOR STRUCTURAL ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. MAIN ST INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR_MEASURING EARTH RESISTMTY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WTH AMERICAN CONCRETE INSTITUTE a IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC (ACI) 301. Po EQUIPMENT o� IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL HAVE 4000 PSI STRENGTH AT 28 DAYS. CIRCUITS (FOR LOCATION CATEGORY "C3" AND "HIGH SYSTEM EXPOSURE") ALL CONCRETING WORK SHALL BE DONE IN ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. TIA 607 COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR 15. ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. z. PROJECT TELCORDATELECOMMUNGRTI70503 COAXIAL CABLE CONNECTIONS SITE FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, NS 16. CONSTRUCTION SHALL COMPLY WITH SPECIFICATION 24623-033-3APS-AOOZ-00002, "GENERAL v--�� METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT CONSTRUCTION SERVICES FOR CONSTRUCTION OF AWS 3G SITES.' SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY INDEPENi CE DR REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. E WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. A. co SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL 3 DETAIL 303 OR PROCEEDING WITH CONSTRUCTION. .,o BOS 18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY 3�� SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING —. - EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE SCHEDULED FOR AN ACCESS: COMBO 2500 - i��or�� ��1� �` vl��t' STATUS APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. y .-.. . 19. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND I ! Issue for Use HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO ! PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. PERSONAL RF EXPOSURE STRUCTURAL NOTES Resolve Comments •Os\- ° r1 � MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. _ r T, c.`� S Resubmit Rev.: , PAL, 1 THE ADDITIONAL LOADS IMPOSED BY THIS PROJECT ON THE EXISTING STRUCTURE ARE INSIGNIFICANT IN COMPARISON TO THE EXISTING LOADS ALREADY IMPOSED. THEREFORE. NO Fi:vieyv does not constitute acceptance or approval of Mb I A 1. DETAIL 300 REQUIRED.UFURTHER ANALYSIS IS REQUIRED OR HAS BEEN PERFORMED. NO STRUCTURAL MODIFICATIONS ARE design detail,calculations, analysis,test methods or 'I CIVIL Cl) vials developed or selected by the supplier. It also .ao61s �' rr ate n with %� 9 o e dyes not relieve the supper from fully complying -k: �c,s ,< _ti; c�ntractual obiigafions. , �` C �°CNA_E~--'7t Eng R3vieweG • , 1 1 • TeleCom City 3�Commerdal Street,Suite 27 _ AT&T WIRELESS , Malden BARNSTABLE wr AT&T /;: .MA 02148 %. /n, tel.(781)3212187 SITE NO. BOS-4108 Xts TITLE SHEET AER1AL fax(781)321 2983 MARY DUNN ROAD 0 12/13/01 RSUED FOR CONSTRUCTION KB _ BARNSTABLE WT !SPECTRUM AT&T WIRELESS SERVICES,INC. e-mail eamon©aerlalapectrum.com BARNSTABLE, MA 02630 NO. GATE REVISIONS BY CHK APP.!) ORAWIPO NUMBER REv 400 BLUE I4LL ORIVE.SUITE 100 6 I mo• VA0 SCALE: AS SHOWN DESIGNED BY: KB [DRAWN BY: KB BOS-4108-01 0 $ .5 I 1 • ?. 4 • WATER TANK (E) `aao� % l3po 7, j �') -14 \ P6S 2106 C ni PROP. 06 U/G UTILITIES-, - . .. . .---------------------- -- f \\ L7 1 � G" PROP. POwEP. CIRCUIT \\ - E �J/ G3 565 Ty) \ 1 iOPROP. T-1 CABLE r05 \ / ` n" DISTRIBUTION PANEL (E) / /Kg rij TELCO PANEL (E) / �. ` 'b) �,O�d` N,\ / // 7 7 / , EQUIPMENT DETAIL / �`� / r NCRETE SLAB (E) SCALE: N.T.S. J / EXIST/ / / Eo pMEre,r �� / / � RBS-2106 �`` / / era (ERICSSON SHALL SUPPLY & INSTALL ;'I / / w ALL ANCHORS AND RELATED HARDWARE FOR THE BTS (RBS 2106) CABINET) / / PROP. CONCRETE SLAB 7.-6• / / 7- GRASS AREA (E) —+ 14! co /�� / /�\ LEGEND EXIST. EQUIP. FLUSH WITH EDGE OF SLAB .till PROPOSED EQUIP. • R@S AlrAl _ i FUTURE EQUIP. • °111°t /06 CONDUCTORS AND RACEWAY TO BE FURNISHED & INSTALLED BY SUBCONTRACTOR I APPROXIMATE _ ROLLER GATE (E) , _ APPROXIMATE 8' CHAINLINK CONSTRUCTION NOTES FENCE (E)(TO BE VERIFIED PRIOR N TO CONSTRUCTION) 1. FIELD VERIFICATION: SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK, AT&T ANTENNA PLATFORM LOCATION AND ANTENNAS TO BE REPLACED. PLAN 0 v S. COORDINATION OF WORK: - N.T.S. SUBCONTRACTOR SHOULD COORDINATE RF WORK AND �,TH OF PROCEDURES WITH CONTRACTOR. t�� ;N'. �0 PA U ( s\ , 3. CABLE LADDER RACK: - SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER o MU./ RACK, CABLE TRAY, AND CONDUIT AS REOUIRED TO SUPPORT C! L `'# . CABLES TO THE NEW BTS LOCATION. ALL CABLE LADDER / RACKS, CABLE TRAYS, AND CONDUITS SHALL BE SUPPORTED 1 40616 At AT A MINIMUM 3' SPACING. , N - .0). I,STEc'- 4 DETAIL 301 15•`Ss E,,E,. Mr Telecom Cityria AT&T WIRELESS 300 Commerdal Street,Suite 27 BARNSTABLE WT AT&T .- ki Malden,MA 02148 EQUIPMENT LAYOUT SITE NO. BOS-4108 �'n1 l tel.(781)321 2187 ►E C T R U b fax(781)321 2983 MARY DUNN ROAD �' o 12/15/01 ISSUED FOR CONSTRUCTION ��� we BARNSTABLE WT AT&T WIRELESS SERVICES,INC. e-mail eamo aerials BARNSTABLE, MA 02630 No. DATE REvsIDNs BY .PP'D Drur.,c IamEn n® peGrum.00m NO BiUE XLL DMA.SURE 100 ' �'5T"'OOD.NA 0209'0 SCALE: AS SHOWN iDESIGNED BY: KB DRAWN BY: KB BOS-4108-02 0 6 ,► s I I 1 ....§..Lv i(-11v4-‘L i P40 IrtLLti I IVIV WIC I nu i-PQ HINIJ IVIHI tt1IHL., • 23. CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABLED FOR ELECTRICAL USE IN GROUNDING NOTES ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC • 1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REOISIPEMENTS OF THE NEC AND TELCORDIA. 24. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. , 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM 2. SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RR AND 25. WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH TRANSPORT CABLING TO THE NEW BTS EQUIPMENT. OPEN DOWNWARD; SHALL SE PANDUIT TYPE E (OR APPROVED); AND RATED NEMA 1 (OR BETTER) THE NEC (AS ADOPTED BY THE AHJ), THE SITE-SPECIFIC (UL, CPI, OR NFPA) LIGHTING PROTECTION INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. CODE. AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN IN MAXIt IUM CABLE SEPARATION AS REQUIRED SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOP BY THE NEC AND TELCORDIA. 26. EQUIPMENT CABINETS, TERMINAL BOXES. JUNCTION BOXES, AND PULL BOXES SHALL BE RESOLUTION. GALVANIZED OR EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 4. CABLES SHALL NOT BE ROuTED THROUGH LADDER-STYLE CABLE TRAY RUNGS (OR BETTER) INDOORS. OR NEMA 3R (OR BETTER) OUTDOORS 2. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, 27. METAL RECEPTACLE. SWITCH. AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OF SHALL SE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT.' 5. EACH END OF EVERY POWER, GROUNDING, AND Ti CONDUCTOR AND 'CABLE SHALL BE LABELED r•ION-CORP.ODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3m BRAND, 1/2 INCH PLASTIC ELECTRICAL BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 3. EACH INDOOR BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR TAPE WITH Uv PROTECTION, OR EOUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & WITH SUPPLEMENTAL EQUIPMENT GROUND WIRES, #6 AWG OR LARGER. OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS. 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 4. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION. OR EQUAL). 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC & OSHA AND MATCH EXISTING CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. • 5. APPROVED ANTIOXIDANT COATINGS (I.E.. CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. - INSTALLATION REQUIREMENTS. 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD 6. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC ,AGAINST LIFE AND PROPERTY. BRIDGE AND THE TOWER GROUND BAR. • LABELS. ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING, PHASE CONFIGURATION, WIRE CONFIGURATION, POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I.E., PANELBOARD AND CIRCUIT ID'S). DETAIL 504 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE Mr CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES. DETAIL 502 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE TRANSPORT (T1) LINES BOS CONDUCTOR (#14 AWG AND LARGER), 600 V. OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE 1. ALL RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE LOCATION AND RACEWAY SYSTEM USED. (NEC, NFPA 70), CHAPTER 8. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#6 2. ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G., OUTDOORS, INDOORS-OCCUPIED, • SYMBOLS ABBREVIATIONS AWG AND LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED INDOORS- UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED, OR COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LABELED AS REQUIRED BY THE NEC. AGL ABOVE GRADE LEVEL LOCATION AND RACEWAY SYSTEM USED. S/G SOLID GROUND BUS BAR BTS BASE TRANSCEIVER STATION 12. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS, OR BELOW GRADE, SHALL BE 3. METALLIC CONDUIT OR TUBING FOR Ti LINES SHALL BE BONDED TO GROUND AT BOTH ENDS. (E) EXISTING SINGLE CONDUCTOR #2 AWG SOLID TINNED COPPER CABLE. THE OWNER WILL PERFORM TESTING AND ACCEPTANCE OF Ti LINES. ® SOLID NEUTRAL BUS BAR MIN MINIMUM 13. POWER AND CONTROL WIRING, NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE 4. ERICSSON SHALL BE NOTIFIED FOR T1 CABLE LENGTH GREATER THAN 50' ( LENGTH IS B (4 SUPPLEMENTAL GROUND CONDUCTOR N.T.S. NOT TO SCALE TC CABLE (#14 AWG AND LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED BETWEEN TELCO PANEL AND ERICSSON SUPPLIED RBS.) °�° 2-POLE THERMAL-MAGNETIC REF REFERENCE COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; WITH OUTER JACKET; LISTED OR MINIATURE CIRCUIT BREAKER LABELED FOR THE LOCATION USED. 5. ERICSSON WILL SUPPLY AND CONNECT Ti CABLE AT NIU AND BTS CABINET. ° ° RF RADIO FREQUENCY SINGLE-POLE THERMAL-MAGNETIC T.B.D. TO BE DETERMINED 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS DETAIL 507 MINIATURE CIRCUIT BREAKER T.B.R. TO BE RESOLVED AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR v TYP TYPICAL OPERATION AT NO LESS THAN 75 'C (90 'C IF AVAILABLE). REQ REQUIRED 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE EGR EQUIPMENT GROUND RING WITH NEMA, UL, ANSI/IEEE, AND NEC. TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS) AWG AMERICAN WIRE GAUGE 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 1. TVSS DEVICES FOR AC POWER, T1, AND RF COAX SHALL BE INSTALLED IN ALL EXISTING FACILITIES MGB MASTER GROUND BUS THAT ARE MISSING TVSS DEVICES OR HAVE UNSUITABLE TVSS DEVICES. EG EQUIPMENT GROUND 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED 2. SURGE SUPPRESSION AND PROTECTION DEVICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS FOR EXPOSED INDOOR LOCATIONS. OF THE NATIONAL ELECTRICAL CODE (NEC) ART 250, 280, AND CHAPTER 8, AS APPLICABLE. ABBREVIATIONS&SYMBOLS 500 18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL NONMETALLIC TUBING (ENT), OR RIGID 3. EACH EXISTING AC POWER SERVICE DISCONNECT SHALL HAVE AN INTEGRATED COMMON MODE TVSS - NONMETALLIC CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR MODULE. THE TVSS MODULE SHALL BE EITHER CUTLER-HAMMER, CLIPPER POWER SYSTEM, MODEL LOCATIONS. CPS-SX, 120 KA (WITH THE BASIC DIAGNOSTIC PACKAGE AND FORM-C ALARM CONTACTS) OR (FOR AWS . SITES WITHOUT THE INTEGRATED CUTLER-HAMMER PANELBOARD) INNOVATIVE TECHNOLOGIES MODEL ORN .• ,11HOFM'1S 0, - 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR (OR OWNER APPROVED EQUAL). ,y" t a LOCATIONS ABOVE GRADE. PAUL 4. THE AC POWER COMMON MODE SURGE SUPPRESSOR SHALL BE CONNECTED TO THE COMMERCIAL �� ^\ 1:. POWER INPUT SIDE OF THE MANUAL TRANSFER SWITCH. , O MUC4 . a L. 20. RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL IV, m BE USED UNDERGROUND; DIRECTLY BURIED, NOT ENCASED IN CONCRETE. 5. EACH Ti LINE SHALL HAVE A TVSS (ATLANTIC SCIENTIFIC, ZONE BARRIER SERIES, PART NO. 90700, :, ' OR OWNER APPROVED EQUAL) AT THE LOCAL EXCHANGE CARRIER (LED) NETWORK INTERFACE UNIT (NIU). I N 0519 r 21. LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND • OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED. 6.. SEE DETAILS 505 AND 527 FOR ADDITIONAL RF COAXIAL TVSS REQUIREMENTS •±, �, Gr PLO<<P DETAIL. 5os i •ASS✓CNALr,- 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR v THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. -. TeleCom City . 300 Commerdal o AT&T WIRELESS Street,suite 27 BARNSTABLE WT = AT&T /;.: Maiden,MA 02148 // . 7// teL(781)321 2187 SITE NO. BOS-4108 K_�•7 !M. BARNSTABLE WT ARP IA fax(781)321 2983 NARY DUNN ROAD AT&TT RECESS SERVICES,INC, 0 12/15/01 ISSUED FOR CONSTRUCTION •PECTAUNI e-mail eamon@aerialepectrum,com BARNSTABLE, MA 02630 N . DATE REVISIONS BY cnK P'D 400 BLUE HILL cent.SUITE too • ORAMNO NVAIBER REV I 5 WtST t00D.VA DESIGNED a 02090 SCALE: AS SHOWN I DESIGNED KB 'DRAWN BY: MI SOS-4108-03 0 6 1 4 4 3 I 2 I 1 • NOTES: ' • ' • 1 • ALL DIMENSIONS TO BE FIELD VERIFIED. . ? RECOMMENDED CABINET MOUNTING ANCHORS ARE HILTI KWIK _ __-- - _ ^ BOLT t! 5;'c" HOLE OI:,!aETER AT a. MINI. 2.75 EMBED. COMPACTED CRUSHED FOR COt C'PETE ?LUTES SEE DETAIL j\ STONE OP. GRAVEL _ . • 06 {_ -Z - --•....___ • .. C.Di CRETE SLAB NUMBER At v�` BURIED CONDUIT { DETERM!NEL FOR ELEC. & \\ 3• MIN. ' ^ I Ti CABLE { I ,� 3' MIN. % I o I i • FRONT c" Z i o 1 o gi 2 9/16" NOTE: SEE PLAN FOR 4 15/16" F ro LOCATION OF EQUIPMENT 51 3/16" RELATIVE TO CONCRETE - 25 19/32" - '7 In/ _ SLAB 45 9/32" PLAN VIEW 48 5/8" C BASE FRAME FOOTPRINT • ERICSSON RBS 2106 DIMENSIONS CABINET HEIGHT x WIDTH x DEPTH RBS 2106 63 1/2"Hx51 3/16"Wx37"D 4- ERICSSON (1614mm x 1300mm x 940mm) 36" MIN. EQUIPMENT j—#306" C.C. E.W. FOOTPRINT 63 1/2"Hx51 3/16"Wx28"D (TYP•) 7 TELCO / (INCLUDING INSTALLATION FRAME) (1614mm x 1300mm x 710mm) SLAB 6" POWER /^-6" COMPACTED AASHTO ERICSSON RBS 2106 WEIGHT & FLOOR LOADING ABOVE / : SIZE NO. 57 GRANITE (TYP.) GRADE . 1,' i / APPROX. MAX. FLOOR y yr MmYCABINET MAX. WEIGHT LOADING I I rdLID 1213 LBS 1301 LBS = 0;:: I I 1I•D'c.d -°.• t RBS 2106 (WEIGHT ) (WEIGHT )WITHOUT BATTERIES WITH BATTERIES E 1 e.. NOTE: CABINET ANCHORING SHALL BE PROVIDED BY ERICSSON FOR A SEISMIC PEAK 1 1.-6" / ACCELERATION VALUE OF .12G \, ERICSSON RBS 2106 MINIMUM CLEARANCES / �� Ni_ MINIMUM CLEARANCE 6" COMPACTED CRUSHED STONE COMPACTED SOIL TO MIN. 95% DIRECTION N • OR GRAVEL. GRAVEL SHALL BE SIDE VIEW MODIFIED PROCTOR MAX DENSITY NATURAL OR CRUSHED WITH 1 PER ASTM D1557 METHOD C CABINET FRONT 52" • PERCENT PASSING 1" SIEVE. BURIED CONDUIT TO STUB—UP CABINET REAR 2" CONCRETE EQUIPMENT PAD/ SLAB ON GRADE -.SKQFts` — CABINET RIGHT N/A 0' O "PAUL I r. - CABINET LEFT 36" /p MU .il ' )� i I L v, . ABOVE THE CABINET 40" •, 06,9 q L t �.�� ! FGISTEP��a<kQ'i DETAIL 60 :. . . . ,a;y c,.:': : -:. • �SS�ONALEtiO44 e BOS .• ..•-- -::::-.:.:.-•...! ,- . TeleCom City AT&T WIRELESS 300 Commercial Street,Suite 27 AT&T BARNSTABLE WT EQUIPMENT DETAILS Maiden,tv1AQ2148 SITE NO. BOS-4108 ti'h tel.(781)321 2167 0 12/1S/01 ISSUED FOR CONSTRUCTION K j 41� B.ARNSTABLE Wi' A ! A t A I. DRAwNG KM6ER MARY DUNN ROAD REV D■E C T E u b fax(781)321 2983 AT&T WIRELESS SERVICES,INC. DATE REVISIONS Br CIIK P'D e-mail eamon®sariatapectrum.com BARNSTABLE, MA 02630 400 suit Hu DRIVE.SUTTE TOO TESTwOOD.w 02090 SCALE: AS SHOWN DESIGNED ar: Ka DRAWN BY: RYM BOS-4108-04 0 6 I 5 I 4 ♦ 3 I 2 I - I • FOR CABLE SIZE, SEE DETAIL 529 J , T'i T-- - • GROUND BAR GN i 1 TO SERVICE ( WALL, FLOOR 3#6 AWG, Twirl, 600v.. OR ON ANTENNA ' L`15C NOTE r ; r r. D: 1-1 TiCABLE 1- C. (FGS OR PVC)—., TOWER _ Flii?: y �, � 1r.b - l F. ID: /y.G T- _ _� f—' (RGSI P.CrU EC OVERHEAD NOTE 3 ,`.� TELCO PANEL-� -. INSIDE ,c BU \ I Li ---\. SEE NOTE 546 t 1 1 o -...{..� ._-`G ( ERICSSCDI r" O G G- RBS 2i06 `_ 75. { S_ -N-J P,F/ POWEF. O • O) OO O; - O. OO • — CABINET `�� t•JIU `---...--I MAIN NOTE 2 _ NSS-SEE Sob NOTE 3 s- -.L NOTE 4 CJ PROPOSED NOTE 4 ' J 50A ` 6 STUB-UP — -0 0- A I RBS 2106 ( _ I TWO OLDHOL LUG, TO GROUNDED WITH •—O O- B I CONDUIT STUB-UP CABINET ` INTERIOR MAIN GND. GRADE BAR BASE #TINNED, BCW IDTO , CU. CONCRETE PAD \\ GROUND RING/MGB TO Z-C3 (SEE NOTE 2)r LOADS INSTALLATION OF GROUND WIRE EXISTING N. TO GROUND BAR • •�r J TO GROUND RING/M B (SEE NOTE 2 & DETAIL 569H) DETAIL 508A EXISTING ROUTE CONDUIT BELOW GRADE & BOS 240/120 VAC ABOVE GRADE AS APPLICABLE 10, 4W (SEE DETAILS 328 & 566) PANELBOARD NOTE 1 & 5 . NOTES: 1. SUBCONTRACTOR SHALL DETERMINE THE CAPACITY OF THE EXISTING 1 ;'L) MAIN PANEL. SUBCONTRACTOR SHALL CONFIRM THE AVAILABILITY OF q I ' POWER TO SUPPORT THE NEW LOAD. THE SUBCONTRACTOR SHALL SUBMIT TO CONTRACTOR A LOAD CALCULATION SHOWING EXISTING TO EQUIPMENT 1 - LOAD ON THE EXISTING PANEL FOR REVIEW AND APPROVAL. PROVIDE GROUND MATERIALS Y PROVIDED BY PADLOCK ACCESSORY ON NEW C/B HANDLES. \^ J CONCRETE TVSS 2. THE GROUNDING CONDUCTOR SHALL BE CADWELDED TO THE GROUND RING (AC POWER) I SUBCONTRACTOR OR CONNECTED TO THE MGB WITH A TWO HOLE LUG PER DETAIL 508A. „ (ORIENT SLEEVE TO r �! ACHIEVE SMOOTH SOA, 2P, 1 SUBCONTRACTOR 3. SUBCONTRACTOR SHALL INSTALL THE T1 TRANSPORT CABLE FURNISHED BEND RADIUS FOR 208/120V BREAK El BY ERICSSON. SEE DETAIL 507 FOR ADDITIONAL INFORMATION. , GROUND WIRE I CONDUIT, 4. FURNISH AND INSTALL NEW TVSS DEVICE AT SERVICE DIS- co 2'• PVC POWER & GROUNC SUBCONTRACTOR CONNECT IN ACCORDANCE WITH DETAIL 506 IF NEEDED. I f SCHEDULE 40 CONDUCTORS SLEEVE 5. CONTRACTOR SHALL COIL AND TAPE AN ADDITIONAL 5'-0" OF ` CABLE TRAY I. SUBCONTRACTOR WIRING FOR CONNECTIONS TO ERICSSON EQUIPMENT. TO BURIED `#2 AWG SOLID GROUND RING TINNED 6. TOP ENTRY ONLY IF PANEL IS LOCATED INDOORS OTHERWISE; BOTTOM (TYP,) CONNECTORS T1 CABLE & I. ERICSSON OR SIDE ENTRY ONLY. - 7. ALL OUTSIDE CONDUITS SHALL BE RGS. ALL UNDERGROUND SLEEVE DETAIL CONDUITS SHALL BE PVC IF REQUIRED TO ROUTE GROUND WIRE THROUGH'SLAB (REQUIRE-8--- - - DETAIL OS FOR LARGER CONCRETE SLAB) 02. /14Of r'. - BILL OF MATERIALS \ CI Nm .. DETAIL 569H IVIL `n/{ N.TS. SOS ` No.40619 /. . \ .0,,.' �FGTSTSP69 . 4<e. I FSSJOMAL Et'•G - Telecom City • • ' ' '' . - AT&T WIRELESS 300 Commercial Street,Suite 27 BARNSTABLE WT AT&T POWER AND GROUNDING SCHEMATIC Malden,MA 02148 SITE NO. BOS-4108 •� K9 BARNSTNDIN WT t�' fax (781)321 2183 �. 0 12/15/01 ISSUED FOR CONSTRUCTION R[v MARY DUNN ROADpawroc�uweEn A e � I A I. fax(781)321 2883 AT&T WIRELESS SERVICES,INC. � D�� RtvlslDrs BY CHK P'D e°T m e-mail eamo rfalapecxrum.com BARNSTABLE, MA 02630 SuITE wmle 400 1/ESI11000M����`� '� SCALE: AS SHOYIN DESIGNED BY. KB DRAWN BY: a1v►1 BOS-4108-OS 0 A I 5 T 4" 4 S 1 2 1 . ' CONCRETE AND REINFORCING STEEL NOTES: • a ._. 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, AP 336, ASTM A184, ASTM A185 AND THE DESIGN AND • . CONSTRUCTION SPECIFICATION FOR CAST-IN-PLACE CONCRETE. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS. UNLESS NOTED OTHERWISE. • 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, I DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL HOOKS SHALL BE STANDARD. UNO. 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: CONCRETE CAST AGAINST EARTH 3 IN. CONCRETE EXPOSED TO EARTH OR WEATHER: FINISHED GRADE OR NEW HOT .MIX ASPHALT/CONCRETE SURFACE COAT OR 6 AND LARGER 2 IN. CONCRETE PAVEMENT TO MATCH EXISTING #5 AND SMALLER & WWF 1 1/2 IN. _ CONDITIONS WHERE APPLICABLE _ CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT 12" THICK CAST AGAINST THE GROUND: FINISHED GRADE, AC OR g" 6" CONC PAVING MATCH COMPACTED SLAB AND WALL 3/4 IN. TRENCH FINISHED MIN CRUSHED MIN BEAMS AND COLUMNS 1 1/2 IN. SLOPE AND THICKNESSi GRADE OR STONE OF EXISTING UNDISTURBED EXISTING SUBBASE 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF I ASPHALT PATCH CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. OR ASPHALTSICKNSS TO - ---- THICKNESS MATCH EXISTING SAWCUT 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER - PAVEMENT —� MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR o �1-�=III - SIN I COMPACTED BACK FILL • N (2' MIN) BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S I1-I1 ,�(I ' \ RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE r III-III �I'1 PER THE DESIGN AND SAWCUT� \ DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING 1 IIEE Eii . CONSTRUCTION APPROVAL WHEN DRILLING HOLES IN CONCRETE. EXPANSION BOLTS IIfJII ,. ;• t I RSEAPECIFICOATIONS FOR ( SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL. = 1 ^1 11 CONCRETE WK OR LEAN -I I__4' 1 I 1 FOR TRENCHING 5'-0" 5'-0" �- SEE DETAIL 325 1� ''FILL PER _ t I. I h CONCRETE AND REINFORCING STEEL NOTES 302 TELEPHONE CONDUITS -1- II EEH LEAN CONC DUCT THEKDESIGN AND l�i�l IE�1 IE�1 1 - WHERE APPLICABLE * 3" (MIN) CONSTRUCTION COORDINATE SIZE AND 3" RED COLORED SPECIFICATION • VERTICAL (MAX) TYPE WITH LOCAL UTILITY "—ELECTRICAL CONDUIET FOR EARTHWORK DEPTICAL (1 I IE E�Ell DEPTH W/0 CONDUITE AS REQUIRED) 2" (MIN) COORDINATEWHERE USIZEL AND TYPICAL PIPES SHORING 6" (MIN) TYPE WITH LOCAL OR CONDUITS _- ( ) UTILITY BEDDING PER THE 6" *SEPARATION DIMENSION TO BE VERIFIED DESIGN AND MIN WITH LOCAL UTILITY COMPANY REQUIREMENTS CONSTRUCTION SPECIFICATION FOR (RIGID STEEL RIGID STEEL CONCRETE DUCT BANK EARTHWORK CONDUIT PLUG FOR TRENCH AS SHOWN CONDUIT ON PLANS SPARE CONDUIT COUPLING ELECT/ TELEPHONE CONCRETE DETAIL ® PA0 DETAIL Agh NTS v E NTS v RIGID I STEEL CONDUIT RIGID STEEL TO PVC SCHEDULE 40 PVC ADAPTOR SIZE AS SHOWN ON LAYOUTS UNDERGROUND CONDUIT STUB-UP - • ----.--.- . .���`��OF =O PAUL/ I' . DETAIL r tr { • ut I IL "' NTS v i 0.40619 I.. I • 8S10NAl Ellc' Telecom City AT&T WIRELESS 300 Commercial Street,Suit 27 BARNSTABLE WT AT&T `'/'' Malden,AAA 02148 l�� Fn Pri tel.(781)3212187 SITE NO.4108 _DETAILS / fax ) Mu 81 321 2963 MARY DUNN ROAD !- 0 12/13/01 ISSUED FOR CONSTRUCTION K BARNSTABLE WT S P AMNIA IY I. m AT&T WIRELESS SERVICES,INC. NO. DATE REVISIONS 1 BY cnK PT' DRAWN()xwWAWAe-mail eaon®aeTialspec trum.opm BARNSTABLE, MA 02630 /CO Ma OI YE.SUM 100 REV vEsrw000,w 02090 BOS-4108-06 0 SCALE: AS SHOWN 1DEs1GNED BY: KB (DRAWN BY: KB _""S 1 5 1 4 4 3 I I 1 i iF 61„ .H— I 4 ELEVATION OF PROPOSED CANISTER NOT TO EXCEED ELEVATION OF EXISTING OMNI ANTENNAS PROPOSED ANTENNA. SEE EXISTING OMNI ANTENNAS TO BE REMOVED TOP OF PROPOSED ANTENNA ` DETAIL THIS SHEET (TYP. OF 2) NOT SHOWN FOR CLARITY. EL=234.0 AMSL TOP OF EXISTING WATER TANK -_ EL=227.5 (AMSL) `` EXISTING ANTENNAS a, II 111 III --4- \ PROPOSED CANISTER ANTENNA iii il I.'.. Ii f II .zp PROPOSED ANTENNA AND MOUNTING APPURTENANCES III }U ;V I N TO BE PAINTED TO MATCH EXISTING TANK. . 0 PROPOSED CANISTER i� i o MOUNTING BRACKET EXISTING VENT 0 1 (2) PROPOSED CABLES INSIDE `V r OF EXISTING CABLE TRAY (TOTAL OF 6) ,,,,, ,,, EXISTING SUPPORT FRAME TO EXISTING BTS — _ REMAIN t CABINET —\11 � `� �' — 1 ■■ EL'u o(�wa) - r--1 I TANK ROOF L r. r 1 (2) PROPOSED COAX CABLES TO BE TRENCHED UNDERGROUND AND HOUSED WITHIN 1 RUN OF 6° PVC NEXT TO EXISTING ELEVATION CABLE CONDUIT. A\ TE\NA NOU\ TING DETAIL SCALE: 1"=20' 1 SCALE: 3/4"=1' --��� REVISIONS DESIGNED BY: DATE: 6/15 SITE NO.: 4DR-5515-A `I - '• , i SITE NAME: BARNSTABLE WATER TANKS DRAWN BY: MRC SCALE: AS NI' 50 VISION BOULEVARD f J J ADDRESS: MARY DUNN ROAD PM: L®1 EAST PROVIDENCE, R.I. 02914 OFFICE: (401)-588-5600 BARNSTABLE, MA FAX: (401)-588-5658 FILE: WILMINGTON.DWG Sheet No. • ZONING INFORMATION NOI ]N�71POI ASSESSORS REFERENCE: AcsSORS'S MAP DATED 5/7/98 50 VISION BOULEVARD DISTRICT: RF-1 EAST PROVIDENCE,R.I.021 ry USE: TELECOMMUNICATIONS EQUIPMENT OFFICE: ( 16556 MIN. DEPTH (REGIONAL) 04, —FRONT YARD 30' (IF 140— —SIDE YARD 15' BRYAN! ak$N —REAR YARD 15' BAKIS MAX. SQUARE FOOTAGE 43,560' Ne.VOX FRONTAGE 20' $ CIVIL . 1 WIDTH 125' ''0` SEE ZONING REGULATIONS FOR VARIATIONS ON SPECIFIC USE. . • PLAN REFERENCES (,d(`(( `TOWING TREES—\ 1. 'PLAN OF LAND N BARNSTABLE MASSACNUSETTSS PREPARED BY BY ATLANTIC FIRELESS DATED AUGUST 20.1998 • 2. PROPERTY LINE INFORMATION IS COMPILED FROM DEEDS AND PLANS OF RECORD AND IS NOT ATNE RESULT OF —�^\,..� EXISTING OVERFLOW PPE . A Full BOUNDARY SURVEY. V G 3. ZONING CATION OBTAINED FROM ZONING REMINDERSAPPROVALS DATED 7 A, Omnipoint DOMING FENCE LANDLORD N N N N N N N 11 • N N # N N N N N N N N N N N N N LEASING g R.F. • UOSTING ANTENNAS _ cesne0 10C ZONING `.l ` WATER TANK p 1 cNr . CONSTRUCTION I Q EQUIPMENT PAD try ° �� A/E cr: DJI LNG 100' 1 ° ., 1 `• DOSING VENTz1FAlER rust E>aSTMONO VAULT ING �' _ 1,. „'����..• I PROTECT NP. AC-10( Z � P, COAX—'1- ,I� TADDErT BARLACO I DRAWN BY: S p BK 7395 TOEWIN WIRY TRENCH j,',,,,i1 PG 70 TO Elosnwc FACNIRFS Yyl� % ••. I CHECKED BY: 1 QN N N N N\N N N N N N 'N N N R •N N ), N N SUBMITTALS „„ ,,„ V / / 3 6/14/99 ISSUED FOR PERI EgSiNIC U11UTY EASELFIIT ,' 2 6/8/99 CONSIRUCOON D BARLACOQ TREES SITE PLAN ' 5/18/99 ZONING DR"'""D • BK 7395 SCALE:1/16• 1'-0' IS .----9 PG 70 COSTNG GRAVEL ROAD 1RLE NORM THIS OF nDOOCCUMEN CONTAINED IImml PROPRIETARY BY NATURE 0 16 32 64 96 USE OR DISCLOSURE OTHER • • THAT WHICH RELATES TO OM IS STRICTLY PROHIBITED. PROPERTY LINE 4DR-5515—A • BARNSTABLE 1 WATER TANK ARMY DUNN ROAD I BARNSTABLE. MASSACNUSE s SNIT TIME W y I SITE PLAN I < } I p"..... ..EETueER US ROUTE 6 - 1 3 u t T-MOBILE NORTHEAST LLC 15 COMMERCE WAY,SUITE 8 NORTON,MA 02766 OFFICE (508)286-2700 FAX: (508)286-2893 tiDVANCED �� ENGINEERING GROUP.P.C. 1 w it li,pn. Sim....Mlm1.�n 1U/ll 'urvc,mg•Iclue, mum.e.„mom � .,, GM AWt.w ODI• BARNSTABLE WATER TANK \ -cI)2.4 •Y `1N 0(Wgs1 1 1 18 NARY DU\N ROAD QH,ARC N, 3AR\STABLE, MA 02630 � � W p P- 3AR.\STA3L` CO, \TY SITE NO: 4DR5515A APPROVALS SITC VODIPICATION LANDLORD _ LEASING R.F. ZONING CONSTRUCTION "/E GENERAL NOTES VICINITY MAP SHEET INDEX PROJECT_ SUMMARY PRO ECT NO 4DR5515A DRAWN BY: AAB I. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL 10. THE CONTRACTOR IS RESPONSIBLE FOR PRONONG N1 IECESSARr LAWS,OROMANCES,RULES,REGULATIONS AND LAWFUL ORDERS OF CONSTRUCTION CONTROL SURVEYS,ESTA3LISHINC AND MNNTAINPIG SHT. DESCRIPTION REV. SITE NUMBER: 4DR5515A ANY PUBLIC AUTHORITY,MUNICIPAL AND UTILITY COMPANY ALL ONES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS NO. NO. CHECKED BY: MRC SPECIFICATIONS,AND LOCAL AND STATE JURISDICTIONAL CODES AS SHOWN HERON. - BEARING ON THE PERFORMANCE OF THE WORK.THE WORK - _ -. - T-1 TITLE SHEET i SITE NAME: BARNSTABLE WATER TANK PERFORMEC ON THE PROJECT AND THE'LATERALS INSTALLED SHALL 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTNMNG ALL -(1---- BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, PERMITS AND INSPECTIONS YWITCH MAY BE REQUIRED FOR THE WORK ! _ ` SUBMITTALS REGULATIONS,AND ORDINANCES. BR THE ARCHITECT/ENGINEER,THE STATE,COUNTY OR LOCAL A. C-1 EXISTING CONDITIONS PLOT PLAN & NOTES 1 SITE ADDRESS: 1118 MARY DUNN ROAD £. THE ARCHITECT/ENGINEER HAVE MADE EVERY EFFORT TO SET FORTH GOVERNMENT AUTHORITY. ., ,;, • A! C-2 PROPOSED SITE PLAN 1 BARNSTABLE, MA 02630 N THE CONSTRUCTION AND CONTRACT DOCUMENTS THE COMPLETE H2. THE CONTRACTOR SHALL MATE NECESSARY PROVISIONS TO PROTTr C-3 CIVIL SITE DETAILS 1 ASSESSOR'S PARCEL NO.: MAP: 257 LOT: 60 SCOPE OF MURK.THE CONTRACTOR BODING THE JOB IS EXISTING IMPROVEMENTS,EASEMENTS,PAVING,CURBING.ETC. ' / NEVERTHELESS CAUTIONED THAT MINOR OMISSIONS OR ERRORS IN DURING CONSTRUCTOR.UPON COMPLETION OF WORK,THE E. THE DRAWINGS AND OR SPECIFICATIONS SHALL NOT EXCUSE SAID CONTRACTOR SHALL REPAIR ANY DAMAGE THAT MAY HAVE CONSTRUCTION TYPE: SITE MODIFICATION CONTRACTOR FRON COMPLETING THE PROJECT AND IMPROVEMENTS OCCURRED DUE TO CONSTRUCTION ON OR ABOUT THE PROPERTY. .+..,H.v A-1 EQUIPMENT PLANS 1 N ACCORDANCE WITH THE INTENT OF THESE DOCUMENTS. y,r..�u,a p — 7 2/23/16 ISSUED FOR CONSTRUCTION 13. DAT COMPACTOR SHALL KEEP THE GENERA WORK AREA CLEAN - �"^�'°®'-L PROPERTY OWNER: TOWN OF BARNSTABLE THE CONTRACTOR OR BIDDER SHALL BEAR THE RESPONSIBILITY OF AND HAIARD FREE DURING CONSTRUCTION AND DISPOSE OF ALL "L'":�..ce 1A�, - A-7 ELEVATION AND ANTENNA PLAN 1 0 B/20/15 ISSUED FOR REVIEW NOTIFYING(IN WRITING)THE PROJECT OWNER'S REPRESENTATIVE OF ANY DIRT,DEBRIS,RUBBISH AND REMOVE EQUIPMENT NOT SPECIFIED AS - 367 MAIN STREET CONFUCTS,ERRORS.OR OMISSIONS PRIOR TO THE SUBMISSION OF REMAINING ON THE PROPERTY.PROMISES SHALL BE LEFT IN CLEAN f - A-3 DETAILS 1 HYANNIS, MA 02601 CONTRACTOR'S PROPOSAL OR PERFORMANCE OF WORK.N THE EVENT CONDITION AND FREE FROM PAINT SPOTS,DUST,OR SMUDGES 0' "tt ,/,..... f " - THIS DOCUMENT IS THE CREATION,DESIGN, OF DISCREPANCIES THE CONTRACTOR SHALL PRICE THE MORE ANY NATURE. A-4 DETAILS I PROPERTY AND COPYRIGHTED WORK OF COSTLY OR EXTENSIVE WORK,UNLESS DIRECTED Al WRITING 1 V I T-MOBILE NORTHEAST LLC,ANY OTHERWISE. IN. THE CONTRACTOR SHALL COMPLY WITH ALL OSHA REQUIREMENTS ` "5M 1 A,....... APPLICANT, T-MOBILE NORTHEAST, LLC DUPLICATION OR USE WITHOUT EXPRESS AS THEY APPLY TO MS PROJECT. .. ! WRITTEN CONSENT IS STRICTLY PROHIBITED. A. THE SCOPE OF WORK swat NCLUOE FURNISHING ALL MATERIALS, ` _ESSEE/LICENSEE, 15 COMMERCE WAY, SUITE B. DUPLICATION AND USE BY GOVERNMENT EQUIPMENT,LABOR MAO ALL OTHER MATERIALS AND LABOR DEEMED 15. THE CONTRACTOR SHALL NOM THE PROJECT OWNER'S REPRESENTATVE -.t- • ,/ S-1 STRUCTURAL PLAN, SECTIONS AND DETAILS 1 NECESSARY TO COMPLETE THE WORK/PROJECT AS DESCRIBED HEREIN. WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS, Ai I 1 ':'.� PROJECT OWNER: NORTON, MA 02766 AGENCIES FOR THEIRTHE PURPOSES OF THE CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT - el S-2 STRUCTURAL NOTES 1 CONDUCTING LAWFULLY AUTHORIZED L. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO THE ANY PORTION OF THE WORK THAT IS IN CONFLICT UNTIL CONFLICT REGULATORY AND ADMINISTRATIVE SUBMISSION OF BIDS OR PERFORMING WORK TO FAYILURIDE HIMSELF 0 RESOLVE BY THE LESSEE/UCENSEE REPRESENT^ TOWER TYPE: WATER TANK (STANDPIPE) FUNCTIONS IS SPECIFICALLY ALLOWED. WITH THE FIELD CONDITIONS AND EC VERIFY THAT THE PROJECT CAN - BE CONSTRUCTED IN P.000RDANCE WITH THE CONTRACT M. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS.ELEVATIONS, DOCUMENTS. PROPERTY LINES.ETC.ON THE JOB. E-1 ELECTRICAL DETAILS AND NOTES 1 STRUCTURE HEIGHT: 105't 4DR55 1 5A E. THE CONTRACTOR SHALL OBTAIN AUTHORIZATION FROM THE PROJECT 17. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM VICINITY M A P OWNER'S REPRESENTATIVE TO PROCEED WITH CONSTRUCTION PRIOR TO SURFACE INVESTIGATIONS AND EATSTING PLANS OF RECORD. STARTING WORK ON ANY ITEM Nor CLEARLY DEFINED BY THE THE CONTRACTOR SHALL LOCATE All UNDERGROUND UIY.RE5 NORTH SCALE: NTS 3ARNSTABLE WATER CONSTRUCTION DRAWINGS/CONTRACT DOCUMENTS. IN THE FIELD PRIOR TO ANY SITE WORK. CAL THE FOLLOWING FOR ALL PRE-CONSTRUCTION NOTIFICATION 72-HOURS PRIOR TAN K 7. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS TO ANY EXCAVATKN ACTrypY: ACCORDING TO THE MANUFACTURER'S/VENDOR'S SPECIFICATIONS DIG SAE SYSTEM(MA,ME,NH,RI,VT): 1-888-344-7233 UNLESS NOTED OTHERWISE OR WHERE LOCAL CODES ON ORDINANCES CALL BEFORE YOU DIG(CT): 1-800-922-4455 TARE PRECEDENCE. 1 118 MARY DUNN ROAD BARNSTABLE, MA 02630 B. THE CONTRACTOR SHALL PROVIDE A FULL SET OF CONSTRUCTION 00CREVIS IONS AlAT THE SITE UPDATED WITH THE LATEST AND SHED TITLE ACDENDUMS OR CLARIFICATIONS AVNLNBLE FOR THE USE BY ALL PERSONNEL MVOLYEG BOTH THE PROJECT. DO NOT SCALE DRAWINGS P. TITLE SHEET THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR Al CONSTRUCTION MEANS,METHODS, CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING TECHNKIUES,SEQUENCES AND PROCEDURES AIL`FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE PROJECT OWNER'S REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH SHEE' I+UN5EH THE WORK OR BE RESPONSIBLE FOR SAME. T-1 • GENERAL NOTES T-MOBILE NORTHEAST LLC • / ^ 15 COMMERCE WAY,SUITE B / \ NORTON,MA 02766 1. THE TYPE, DIMENSIONS, MOUNTING HARDWARE, AND POSITIONS OF ALL PROJECT OWNER'S EQUIPMENT OFFICE (508) 286-2700 I / ARE SHOWN IN ILLUSTRATED FASHION. THESE DRAWINGS ARE NOT INTENDED FOR CONSTRUCTION. FAX: (506)286-2893 I \ ACTUAL HARDWARE DETAILS AND FINAL LOCATIONS MAY DIFFER SLIGHTLY FROM WHAT IS SHOWN. 2. THE PROJECT OWNER'S PCS FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT / \ INSTALLATION. IT IS ONLY ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE MAP: 333 AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS LOT: 016 NOT GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. ADVANCED AREA: 1.24 ACRES rt ENGINEERING GROUP,P.C. OWNER: TOWN OF 3. THE PROJECT OWNER'S BASE TRANSMISSION STATION (BTS) CABINET IS A VANDAL RESISTANT STEEL c�.ae ginn+ne.SlNk�I m1 '1 / SCO KM 11.1wanmun,w�wne BARNSTABLE CABINET CONTAINING RECTIFIERS, AMPLIFIERS, RADIOS, AND OTHER INTEGRATED ELECTRONIC CONTROL °a°xcmxexmru. cI 4,'T-' I EQUIPMENT. BATTERY BACKUP FOR EMERGENCY STANDBY POWER IS CONTAINED WITHIN A SEPARATE DST 401," °tO'""'RI°'914 Iw11 ss4-z� 1.1 434 5 .� BATTERY BACKUP UNIT CONTAINING SIXTEEN 12-VOLT, CLOSED CELL, DC BATTERIES. THE BATTERIES `""I'0"0'Y6's' ,Z �g5 p�'S ARE LEAD-ACID RECHARGEABLE STANDBY INDUSTRIAL POWER CELLS MANUFACTURED TO MEET I'I o `� ENVIRONMENTAL QUALITY AND RUGGEDNESS STANDARDS OF THE INTERNATIONAL AIR TRANSPORT ASSOCIATION (IATA). THE BATTERY CHARGING SYSTEM IS COMPUTER-CONTROLLED AND THE ZI� / I EQUIPMENT CABINET IS REMOTELY MONITORED AT PROJECT OWNER'S NETWORK OPERATIONS CONTROL CA1co. CENTER 24-HOURS A DAY, 7 DAYS A WEEK FOR FAULTS AND ALARMS. Inc /i 7N or I 1 4. THE DESIGN OF THE ANTENNA MOUNTING HARDWARE AND STRUCTURAL REINFORCEMENT OF . •G I ` ,�J EXISTING BUILDING ROOF/FLOOR (IF NECESSARY) TO SUPPORT THE BTS EQUIPMENT WILL MEET $ MFRC 4*, 9 a. 1 11 THE ANSI/EIA/TIA-222-G STANDARDS FOR STRUCTURAL STEEL ANTENNA SUPPORTING STRUCTURES 8 CREILEN -, I 1 AND STATE BUILDING CODE REQUIREMENTS. DETAILED CONSTRUCTION DRAWINGS AND STRUCTURAL Ne.i0313 • 1 CALCULATIONS WILL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER AND SUBMITTED N.goans'=4'-'- ! WITH A BUILDING PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE LOCAL BUILDING CODE TE/0NNL es,I ;/ ENFORCEMENT OFFICIAL. ' 5. ONCE THE FACILITY BECOMES FULLY OPERATIONAL, NORMAL AND ROUTINE MAINTENANCE BY j ,1 PROJECT OWNER'S TECHNICIANS WILL BE PERFORMED ON A MONTHLY BASIS. THEREFORE, THE ESTIMATED VEHICLE TRIP GENERATION RATE IS TWO TRIPS PER MONTH. THE AVERAGE I 1 t - DAILY TRIP GENERATION RATE (ADT) IS 0.07. ' i I (E) GRAVEL DRIVEWAY I ' I 6. PAINT EXPOSED COAX, AC CONDUIT AND ASSOCIATED MOUNTING HARDWARE TO MATCH EXISTING APPROVALS • BUILDING. PROPOSED ANTENNAS TO MATCH EXISTING BUILDING IN COLOR AND TEXTURE. 7. PER FCC MANDATE, ENHANCED EMERGENCY (E911) SERVICE IS REQUIRED TO MEET NATIONWIDE LANDLORD STANDARDS FOR WIRELESS COMMUNICATIONS SYSTEMS. PROJECT OWNER'S IMPLEMENTATION i 12 I REQUIRES DEPLOYMENT OF EQUIPMENT AND ANTENNAS GENERALLY DEPICTED ON THIS PLAN, LEASING Rio (E) CHAIN LINK FENCE ATTACHED TO OR MOUNTED IN CLOSE PROXIMITY TO THE BTS RADIO CABINETS. PROJECT OWNER li oI� . ' RESERVES THE RIGHT TO MAKE REASONABLE MODIFICATIONS TO E911 EQUIPMENT AND LOCATION AS R.F. ml� I TECHNOLOGY EVOLVES TO MEET FEDERALLY MANDATED ACCURACY SPECIFICATIONS. (E) T-MOBILE EQUIPMENT 1 I .. (E) SUBJECT WATER TANK ZONING TO BE REMOVED , n I, 8. APPLICANT: T-MOBILE NORTHEAST, LLC , .I o; 15 COMMERCE WAY, SUITE B CONSTRUCTION i o• N NORTON, MA 02766 (F) CHAIN LINK FENCE (E) EQUIPMENT (BY OTHERS) , x —�;� PAD (OTHERS A/E 9. PROPERTY OWNER: TOWN OF BARNSTABLE 1 x ' 367 MAIN STREET 1 ��i I HYANNIS, MA 02601 (E) WATER TANK I ; ' $ r PROJECT NO: 4DR5515A :-//'Io 1 \ I RI - I 10. ZONING DISTRICT: RF-1 RESIDENCE DRAWN BY: AAB U'�nN, ! x pd `� >~' i ; I 11. JURISDICTION: TOWN OF BARNSTABLE CHECKED BY: MRC a Io % T i L_ - 12. TAX ID: MAP: 333 LOT: 016 !� I D4Yp (, `j� i \ \ (E) PROPANE TANK I \ \ o -""� SUBMITTALS _ (OTHERS) �/ LEGEND Z -'_x �,--- - - - - PROPERTY LINE 1 2/23/16 ISSUED FOR CONSTRUCTION \ 1 — — — — ABUTTING PROPERTY LINE 0 8/20/15 ISSUED FOR REVIEW (E) T-MOBILE ANTENNA AND MOUNTING k o\o ' \ x HARDWARE ON TOP OF (E) SUBJECT EXIST. R.O.W. LAYOUT ' Q $\v,\�` \ , II I WATER TANK TO BE REMOVED — — PROP. EASEMENT/LEASE AREA THIS DOCUMENT IS THE CREATION,DESIGN, — I PROPERTY AND COPYRIGHTED WORK OF O \I x� ✓iX — - - EXIST. ZONING BOUNDARY T-MOBILE NORTHEAST LLC,ANY \ —. I DUPLICATION OR USE WITHOUT EXPRESS Ct _ x — - x ---- X --- EXIST. CHAIN LINK FENCE WRITTEN CONSENT IS STRICTLY PROHIBITED. - C C DUPLICATION AND USE BY GOVERNMENT — x x x PROP. CHAIN LINK FENCE AGENCIES FOR THE PURPOSES OF Z \ I CONDUCTING THEIR LAWFULLY AUTHORIZED Z \ (E) T-MOBILE ELECTRICAL - _ FUTURE CHAIN LINK FENCE (BY OTHERS) REGULATORY AND ADMINISTRATIVE D o\ \ ( METER TO BE RELOCATED - - LIMITS OF WORK FUNCTIONS IS SPECIFICALLY ALLOWED. 0 o\r �--- -- PROP. SILT SOCK FILTRATION FENCE \c^ \ I EXIST. EDGE OF TREE CANOPY 4DR5j5j 1 5A — —Ct -- \ $85'35'3TW_____.--- _ ,_ ,__ PROP. EDGE OF TREE CANOPY cQ \\ \ S85'35'37"W _ _ - - 19.52 BARNSTABLE WATER C _ _ -`_-_-- -- - - - 14a.sT Stf5_35'37`_W S85'35_37'W (E) EQUIPMENT BUILDING __________ TANK 16.00' 33.85 (OTHERS) ---. --------- _ --- 1118 MARY DUNN ROAD MID-CAPE HWY ) BARNSTABLE, MA 02630 ZONE ------------------------- HWY. #6 (A.K.A. NOTES: - RF-1 ------------------ U-S• SHEETTITLE ___ _----- 1.PLOT PLAN BASED ON ASSESSOR'S INFORMATION AND MASSGIS DATA. A METES AND ZONE - IND BOUNDS SURVEY WAS NOT CONDUCTED BY ADVANCED ENGINEERING GROUP, P.C. EXISTING CONDITIONS 2.EXISTING IMPROVEMENTS OBTAINED FROM MASSGIS AERIAL ORTHOPHOTO DATA AND TOPOGRAPHIC FIELD SURVEY BY ADVANCLU ENGINEERING GROUP, P.C. ON JULY 17, 2015. PLOT PLAN & NOTES ® EXISTING CONDITIONS PLOT PLAN 3.SETBACKS ARE TAKEN FROM FACE OF EQUIPMENT CABINET TO NEAREST PROPERTY LINES. SHEET NUMBER SCALE: 1"=20'-0" NORTH • ' - --- -- - a' T—MOBILE NORTHEAST LLC (P) RIPRAP LEVEL (P) T-MOBILEASlk 15 COMMERCEMA 0276 WAY,SUITE B (E) TREELINE SPREADER ® END OF CL LIMITS OF EQUIPMENT COMPOUND® (P) CHAIN LINK FENGEA' OFFCE:TO(508)28662700 (P) ASPHALT SPILLWAY CLEARING, TYP. AROUND COMPOUND ® FAX: (508) 286-2893 T. 1 I © (P) GRAVEL --�� w i ADVANCED ® (P) SILT BARRIER DRIVEWAY TO (P) /� ® --� ,^.� I'in, ENGINEERING GROUP,P.C. I n cm1 e,:,,,,.;,,,,.Sim n.,..1.,,,.m (SEE DETAIL) ®T-MOBILE COMPOUND o urvy,tl.l.4eumm"ni..:0n. 1 // I VMAY --- .- I N us( 1n WORM . aa„ 01� // _, \� ® ` .. b, I1I0, // >%I' ees ,..., , ill.; 1 ®�'. . "i . _— x \\ `1N of W1Ssr (E) GRAVEL O,IMEViAY �_"°� �� ��� \l R. �' MARC . J„T—Wn ,����J�•y , x—% CHGNLEN `^ f • • • • 1/110 . (6) (P) 6 SCHD. 80 PVC Nliowu O'C' • ��‘c,:, CONDUITS FROM (P) EQUIPMENT G _� ® SURFP AREA TO (E) WATER TANK • 0 , • 1 • .11 / ® k40A g x -- y`._.".-_�� 1 \ (E) ASPHALT SPILLWAY . x \ I (F) CHAIN-LINK FENCE APPROVALS / kit-- (P) ASPHALT©, ��k �(BY OTHERS) 1 / _ y SPILLWAY \ \� t f® x EXTENSION wI . 1 \ ( / , '� J . I \ LANDLORD I. q� tiva �\` ',,y/o//J �. ` \ �(E) CHAIN-LINK FENCE LEASING (E) ASPHALT SPILLWAY - ,/ (E) T MOBILE EQUIPMENT \ _� (OTHERS) \ \ + / TO BE REMOVED �` \/) x/ � / 1 \_________., I • R.F. \\ \ V ---- ® �I� II ,/-(E) EOUPMEtJ-. • \ / r / G \ \/ / , FAG (OTHERS) ZONING IIn I 3 / II CONSTRUCTION \ _ �,f` I • WV t I (E) OTHER. o-� ti I ACE \ \ I `` WATCF TANK. WV V� • \ 1 X1o° �` I tlillip PROJECT NO: 4DR5515A i X DRAWN BY: AAB \ —� se \ ------________--- CHECKED BY: MRC (E) T-MOBILE ELECTRICAL METER TO BE RELOCATED \ -17 / / (E) SUBJECT WATER TANK SUBMITTALS \ \ * (E) CHABv-LINK FENCE 161' / (P) T-MOBILE ANTENNAS \ s; \( f x - x -1/ MOUNTED ON FACE OF \ \ _ (E) SUBJECT WATER TANK \ (3 PER SECTOR, 9 TOTAL) • x y --._` x —(E) T-MOBILE ANTENNA / ! • 1 2/23/16 ISSUED FOR CONSTRUCTION \ AND MOUNTING HARDWARE �- X 0 8/20/15 ISSUED FOR REVIEW \ ) ON TOP OF (E) SUBJECT / I • 2 WATER TANK TO BE x I I REMOVED / I THIS DOCUMENT IS THE CREATION,DESIGN, x I PROPERTY AND COPYRIGHTED WORK OF "j,+ `---� —(_) EQUIPMENT T-MOBILE NORTHEAST LLC,ANY o\ BUILDING (OTHERS) ZONING SUMMARY TABLE DUPLICATION OR USE WTHOU EXPRESS O. \ , 7//77� I WRITTEN CONSENT IS STRICTLY PROHIBITED. I AGENCIES ORDUPLICATION ND USE BY THE PURPOSES OF GOVERNMENT \ x ZONING DISTRICT: RF-1 RESIDENCE CONDUCTING THEIR LAWFULLY AUTHORIZED \ x `x x __ / ASSESSORS MAP: MAP: 333 LOT: 016 REGULATORY AND ADMINISTRATIVE ` �_ I FIJNGTION,S IS SPECIFICALLY ALLOWED. \ \ �-�.—_._. PROPOSED USE: WIRELESS COMMUNICATION FACILITY '— DIMENSION: REQUIRED PROVIDED 4DR5515A \\\\ O FRONT YARD SETBACK* 30' 119't --- --(E) SITE UTILITY \ °`� _„v —__ BACKBOARD SIDE YARD SETBACK* 15' 161't BARNSTABLE WATER REAR YARD SETBACKS 15' S8'f TANK \ 1 (P) UNDERGROUND ELECTRIC AND FIBER-OPTIC MAXIMUM STRUCTURE HEIGHT 30' 108'± \ SERVICE FROM (E) SITE UTILITY BACKBOARD TO •I 1118 MARY DUNN ROAD \ (P) T-MOBILE UTILITY BACKBOARD BARNSTABLE, MA 02630 I NOTF5 SHEET TITLE \• ' 1.PLOT PLAN BASED ON ASSESSOR'S INFORMATION AND MASSGIS DATA. A METES AND \ . , I BOUNDS SURVEY WAS NOT CONDUCTED BY ADVANCED ENGINEERING GROUP, P.C. \ • • ! 2.EXISTING IMPROVEMENTS OBTAINED FROM MASSGIS AERIAL ORTHOPHOTO DATA AND PROPOSED SITE PLAN \ I I TOPOGRAPHIC FIELD SURVEY BY ADVANCED ENGINEERING GROUP, P.C. ON JULY 17, 2015. _J 3.SETBACKS ARE TAKEN FROM FACE OF EQUIPMENT CABINET TO NEAREST PROPERTY LINES. . • — SHEET NUMBER — 58535'37'W - \ - _. _ - - - - 144.67' - ® PROPOSED SITE PLAN C_2 -- SCALE: 1"=10'-0" • NORTH T-MOBILE NORTHEAST LLC 15 COMMERCE WAY,SUITE B NORTON, MA 02766 OFFICE: (508) 286-2700 --FFA�: (508) 286-2893 C GADVANCED ENGINEERING GROUP,P.C. Civil ingineeong-Sim 1.vaopmrn, Sun 'mg-rammum onion, M ax WO NO woarrGM Pl./10010E. )u• amM. ru:(11)1 an-ws. N OFS`YY n4.MARL CHREYIEN NO DISNRBANCE ZONE WORK ZONE " U aOL Np.00313 CRUSHED GRAVEL PROCESSED AGGREGATE ,hus'��`�� SIEVE PASSING BY WSIGNT SIEVE PASSING 'A/07L �/� BY WEIGHT 5" 100 2 1/4 100 / / 3 1/2" 90-100 2 95-100 2"x2"x4'WOOD POST STANDARD 1 1/2" 1/4 55-95 3/4" 50-75 i FILTER FENCE " 25-60 1 4" 25-45 2"02"WOODEN STAKE IYP. '� MIRAFI 140N 10 15-45 #40 5-20 12"-18"SILT SOCK TYP. �1 OR APP'D EQ. 40 5-25 (100 2-12 00 0-10 fl2oo 0-5 APPROVALS WORK AREA AR�TO E P 0T�CTED 10'-0"., r1 I) 11)Al I)x1 I)\I(x EXISTING GROUND FLOW 8'CRUSHED GRAVEL 4"COMPACTED z P( CRUSHED STONE 1�'� flI f 1 1 t AJJ (COMPACTED IN 4"LAYERS) PROCESSED AGGREGATE s ASTM C33 SIZE NO.57 j-I , , 1 ,-T _- < •n MIN 3"THICK LANDLORD .' L 71 11--' 41- n �7 - (-SLOPE 1/4"/FT. SLOPE 1/47 FT.--) ��y�,L I� 'I 1 11Tl I / ? h;. _ �� V '� 1 1 1 A t t w o�o�O�o�O�o moo.,o., �o� LEASING //4;, � i } S000000°00000 �00000000 �, `� / SLOPE CHECK .� i S o 0 000 c'\� `.\ i' ice•, t ;\!'i \i%\� ���a��� non ��r���\\ ? „ �,._- \v.\ .i. \, �,\\-: =\�\\- _1� R.F. � ,/ COMPACTED SUBGRADE -UNDISTURBED GROUND MIRAFI 600X GEOTECH SCARIFY AND COMPACT TOP SILT SOCK BARRIER DETAIL FABRIC,OR APP'D EQUAL 6"OF EXISTING GRADE ZONING 0 © GRAVEL ACCESS CROSS SECTION SCALE tTS ® SCALE 1/2•=I'-D• — mar © GRAVEL COMPOUND DETAIL CONSTRUCTION ® SCALE:NTS 0 1'-0"2'-0" 4-0" 6-0" A/E PROJECT NO: 4DR5515A DRAWN BY: AAB 45'EXTENSION ARM BARBED WIR 1 5/8"0 PROVIDE DIAGONAL ADJUSTABLE RIDE AND CHECKED BY: MRC TOP RAIL TURNBUCKLE ASSEMBLY AT ALL CORNERS FENCE NOTES: SUBMITTALS 1. INSTALL FENCING PER ASTM F-567,SWING GATE PER ASTM F-900. rL. STRETCHER :.••.• FRAME AND TOP RAILS SHALL BE SCHEDULE 40 PIPE PER ASTM F-1083. ••�.:•:❖t1V, 2"WIRE BAR MESH 9 GA '•• 3. FABRIC SHALL BE 12 GA CORE WIRE SIZE 2"MESH CONFORMING TO ASTM A-392. TE NS•10•� HEM'DUTY 4. TENSION WIRE SHALL BE 7 GA.GALV.STEEL WRE ARM LATCH 1 23 1 ISSUED FOR CONSTRUCTION 2 6 5. TIE WIRE SHALL BE 11 GA GALV.STEEL(MIN.)AT POSTS AND RAILS. A SINGLE 0 8/20/15 ISSUED FOR REVIEW 2 1/2'0 1.0' 3.0' 4.0' 3.0' 1.0' TYPICAL I. ENDP TYPICAL 0 :•2"m PIPE AT UNE '�•2 1 2"m PIPE AT PULLP•�•� 0`. ES 6. BARBED WIRE SHALL BE DOUBLE STRAND 12 1 2"O.D.TWISTEDWIREMATCH GRAVEL ACCESS / 1 5 8'0 PIPE TO ACCESS GRAVEL AC ES SIG THIS DOCUMENT IS TH E CREATION DESIGN, :• FRAME GATE W/ W/FABRIC 14 GA,4 PT.BARBS SPACES AT APPROXIMATELY 5"O.C. — ::�4 1/2 0♦PO'�.1:.: ;• PROPERTY AND COPYRIGHTED WORK OF POSITIVE LOCKING 4"CONCRETE US •4 FOR 5'-0"G. '• T-MOBILE NORTHEAST LLC,ANY MECHANISM T CONCRETE 7. COMPLY WITH LOCAL ORDINANCES OF BARBED WIRE PERMIT REQUIREMENTS, 3 ❖LEAF. DUPLICATION OR USE WITHOUT EXPRESS 0� 5' IF REQUIRED. Q 6 6 R WRITTEN CONSENT IS STRICTLY PROHIBITED. - - FINISH GRADE OF P • ._._•_•_._•_____•_•_•_•_. O 1 O AGENIESANDT USE BY GOVERNMENT DUPLICATION ` - •••••••••...............❖: :�.•:� 8. GRAVEL ACCESS DRIVE AGENCIES FOR THE PURPOSES OF .......•...••,.•.• ..• .•••.•..••......•. GROUND LEVEL •♦• / ALL NECESSARY ERECTION ACCESSORIES.FITTINGS AND FASTENINGS. ALL FENCE -- _ CONDUCTING THEIR LAWFULLY AUTHORIZED 694P�� s;J "�""' � °L"{""-"'"'"�•'�Z�'' Y rl �t ',p7$ SYSTEM COMPONENTS SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A753. REGULATORY AND ADMINISTRATIVE BOTTOM TENSION WIRE _ - - FUNCTIONS IS SPECIFICALLY ALLOWED. I,• I OF 28 DAY DESIGN STRENGTH. gall 1 J_ :}Hii.� Z 4, 3 1 � I ` 1LF_Lk Lr . P- L i- 9. SCREENING SLATS SHALL BE INSTALLED ON PROPOSED FENCING(COLOR:GREEN T - . .- I� -H-.1 r 1-- _-'�-.17•I- 4DR5515A m k`:I. , OR AS DEPS BY PROJECT OWNER) T' i -�i- I, ,. • 4"COMPACTED PROCESSED AGGREGATE DiA TYPICAL FENCE DETAIL (COMPACTED CRUSHED GRAVEL BARNSTABLE WATER WATER Ark a ASPHALT SPILLWAY DETAIL IN 4"LAYERS) w SCALE 3/8"=I'-0" ® SCALE 1/2"=1'-0- COMPACTED SUBGRADE _ 1118 MARY DUNN ROAD 0 1'-4" 2'-8" 5-4" e-D" BARNSTABLE, MA 02630 SHEET TITLE CIVIL / SITE DETAILS SHEET NUMBER C-3 T-MOBILE NORTHEAST LLC 15 COMMERCE WAY,SUITE B NORTON, MA 02766 OFFICE: (508)286-2700 FAX: (508) 286-2893 (P) UNDERGROUND ELECTRIC AND FIBER-OPTIC SERVICE FROM (E) SITE UTILITY BACKBOARD TO /� (P) T-MOBILE UTILITY BACKBOARD C GADVANCED ENGINEERING GROUP,P.C. Civil GBi"arina-Sac Ik elopmml . s"n".as.r.L,:omm""Ico��. (P) 12' WIDEGM PROMO.,ra Ont• — —���\� • r mitt s. w CHAIN—LINK >< �� :^ FENCE GATE � � • z . of /, ZI© (P) T-MOBILE I (F) CHAIN-LINK / mir EQUIPMENT COMPOUND x x�i ` i • FENCE (BY OTHERS) x Y\s} x `1N OF M9sr+n X \I / ?SY MARC EN 11 U 1 \ I x / No.40313 N . . m lJ \ \\ 55.3' yF{m'+=.gyp /.•. - r1 I (P) 16'X28' X— X ( 3siowua�+` . I -' ‘ xy CHAIN-LINK FENCE i \ LITr L E x (F) CHAIN-LINK FENCE TO MATCH FUTURE \ ® (18) (P) 1-5/8"0 x—x (BY OTHERS) I FENCE (BY OTHERS) x °2b�1_� (P) UTILITY ® COAXIAL CABLES IN (P) `\` \ (E) ASPHALT A r '—�� BACKBOARD UNDERGROUND CONDUIT SPILLWAY j ® x \ a a a 3 3 aIn APPROVALS (P) T-MOBILE VERTICAL \ I lap 1 1 1 1 T © CABLE TRAY TO BE MOUNTED X. — x�`-" � /// \ I , LANDLORD TO WALL OF WATER TANK x \ / \ a (P) 10'x20' 4 CONCRETE PAD © (P) T-MOBILE HORIZONTAL is \ (E) CHAIN-LINK 1 P�� FENCE (OTHERS) 1 LEASING yr CABLE TRAY TO BE MOUNTED \ ‘ _ -1' 1 TO WALL OF WATER TANK I \I ` • x R.F. O (E) T MOBILE EQUIPMENT r\\ • \ \ ; (P) PPC m ��' °I ZONING TO BE REMOVED // M : :5TRTI0NOUC r '`, I m (E) T-MOBILE UNDERGROUND 4r � \\ k I \ I 1 m ti ,„ 41111‘ CONDUITS TO BE REMOVED -9 �_ / I ' (P) CONDUIT \ C PROJECT NO: 4DR5515A _I ..---------- �`yJ k I I I I j STUB-UPS E IC 7n ' x I • 0 0 DRAWN BY: AAB lair 1 (E) T-MOBILE CABLE TRAYS ON \ j`� �\ WATER TANK TO BE REMOVED O ` 14 i� /11 / I • 1 ,�so S :..Y.,\\�,� / __ -� i ( •••.•��O O ^ \\ CHECKED BY: MRC (E) T-MOBILE ELECTRICAL ' — x ••���� SUBMITTALS lAD METER TO BE RELOCATED \�, / ...I Ctn / (P) EQUIPMENT (P) BATTERY / -- PAD (OTHERS) BACKUP CABINET k 1 I (E) SUBJECT WATER TANK 7'-10" I �i\' 1° 1'-5° 2/23/16 ISSUED FOR CONSTRUCTION _ A ' (P) T-MOBILE ANTENNAS (18) (P) 1-5/8"m 0 8/20/15 ISSUED FOR RENEW x MOUNTED ON FACE OF COAXIAL CABLES IN (P) ?i x UNDERGROUND CONDUIT ih THIS DOCUMENT IS THE CREATION,DESIGN, _______-- X. x (E) T-MOBILE ANTENNA / I (E) SUBJECT WATER TANK —I PROPERTY AND COPYRIGHTED WORK OF AND MOUNTING HARDWARE 3 PER SECTOR, 9 TOTAL) C J T-MOBILE NORTHEAST LLC,ANY r ON TOP OF (E) WATER / as I ON OR USE WITHOUT EXPRESS WRITTEN nCONSEM IS SiRCRY PROHIBITED. TANK TO BE REMOVED/ DUPLICATION AND USE BY GOVERNMENT �® � AGENCIES FOR THE PURPOSES OF ., (=) ECUIPMEIJT CONDUCTING THEIR LAWFULLY AUTHORIZED �';UILDIfd^ / I (P) CABLE TRAY - MINISTRATIVE FUNCTIONS YIS SP AND ECIFICALLY HALLOWED. /���� (OTHERS) MOUNTED ON %)'i~ / CONCRETE PAD \ 4DR5515A Z I x / C n x ,__ _____./ d BARNSTABLE WATER (P) ERICSSON TANK 0 / EQUIPMENT CABINET ��,_. I MODEL# ODE6201 S E UTILITY 1118 MARY DUNN ROAD (TYP• OF 2) BARNSTABLE, MA 02630 ---------- aAcKBoaeD • r N • ,'-"--- `A� I SHEET TITLE - _� (P) UNDERGROUND ELECTRIC AND FIBER-OPTIC SERVICE FROM (E) SITE UTILITY BACKBOARD TO I (P) T-MOBILE EQUIPMENT COMPOUND (P) GPS ANTENNAS EQUIPMENT PLANS x—x—x—x—X x—X x—X X % TO BE MOUNTED TO 16'-0" TOP OF CABINET ENLARGED SITE PLAN PROPOSED EQUIPMENT PLAN SHEET NUMBER I ® SCALE: 1"=10'-0" I "•1T,�•�Ij° 19 SCALE: 1/2"=1'-0" NORTH NORTH 1 I 't T-MOBILE NORTHEAST LLC 15 COMMERCE WAY,SUITE B NORTON,MA 02766 OFFICE: (508) 286-2700 FA: (508)286-2893 AADVANCED ENGINEERING GROUP,P.C. Develon opment(E) T-MOBILE ANTENNA AND MOUNTING Yun.e.mg.Telcmmmunu, HARDWARE ON TOP OF (E) WATER Nq" �°ncc 401) w an,.ri Hmm TANK TO BE REMOVED (P) T-MOBILE ANTENNAS MOUNTED Civil r emem;,,d•Site Development ON FACE OF (E) WATER TANK (3 II PER SECTOR, 9 TOTAL) I (E) ANTENNAS )OTHERS)---\ II \ n' (P) T-MOBILE TMAs MOUNTED (E.) ANTENNAS (OTHERS)—, ' _ BEHIND POSITION 1 ANTENNAS \ ,ti,+°F�S (2 PER SECTOR, 6 TOTAL) MARC ���`� \�\ CHR RC Ti CIF L (P) T-MOBILE VERTICAL CABLE n7p• Na.40313 (P) ANTENNAS [:7 -� .� E._, AL TRAY TO BE MOUNTED TO � pa' ‘4, 46x ELEV. = 97' A.G.L. L 1 WALL OF WATER TANK ;� 1' , �o� 4' ° �'Ii��,_� `� © /il k" ,k, r Ilk (P) T-MOBILE TMAs MOUNTED t BEHIND POSITION 1 ANTENNAS (2 PER SECTOR, 6 TOTAL) ■■�■ �'•,+` APPROVALS (P) T-MOBILE HORIZONTAL \ \ CABLE TRAY TO BE MOUNTED N �� LANDLORD ■®■� TO WALL OF WATER TANK \ / �\ \ LEASING I // 77 \ R.F.ZONING (E) T-MOBILE ANTENNA AND MOUNTING CONSTRUCTION �;,... HARDWARE ON TOP OF (E) WATER `�"�,,�� TANK TO BE REMOVED A/E (P) T-MOBILE VERTICAL CABLE TRAY TO BE MOUNTED TO WALL OF WATER TANK ,;1 PROJECT NO: 4DR5515A - �`\ 1!4:1 DRAWN BY: AAB \ , ,\\ CHECKED BY: MRC SUBMITTALS ---(E) WATER, TANK .i/ -I': ��• 09 1 2/23/16 ISSUED FOR CONSTRUCTION V< \ r12'-6" TYP 0 8/20/15 ISSUED FOR REVIEW \ THIS DOCUMENT IS THE CREATION,DESIGN, '� N ' "N/A PROPERLE AND COPYRIGHTED WORK OF �' ��/ DUP IC TI NOORHUSE ITH,U DUPLICATION OR USE WITHOUT EXPRESS a` WRITTEN CONSENT IS STRICTLY PROHIBITED. I (P) T-MOBILE `'� O. AGENCIES FOR THE DUPLICATION AND USE PURPOSES OF MENT C. CONDUCTING THEIR LAWFULLY AUTHORIZED EQUIPMENT COMPOUND 45P-,La0 , qI' FUNCTIONS ANDEAA MINISTRATFICALLY AllOWED. °-� 4DR5515A ® ® -�. ® ® as (P) T-MOBILE PANEL ANTENNA (P) T-MOBILE PANEL ANTENNA as (E) GRADE IOU Milli ME eAlst (MOUNTX CMA-BDHH/6521/EO-6) (COMMSCOPE LNX 6515DS AIM 8FT) (P) T-MOBILE HORIZONTAL inkBARNSTABLE WATER -IFmow MOUNTED ON FACE OF (E) WATER MOUNTED ON FACE OF (E) WATER low TRAY TO BE MOUNTEDmir TANK ELEV. = 0'i IL • TANK (1 PER SECTOR, 3 TOTAL) TANK (1 PER SECTOR, 3 TOTAL) TO WALL OF WATER TANK J 1118 MARY DUNN ROAD (P) CABLES IN UNDERGROUND FUTURE T-MOBILE PANEL ANTENNA BARNSTABLE, MA 02630 CONDUIT FROM (P) EQUIPMENT MOUNTED ON FACE OF (E) WATER AREA TO (E) WATER TANK TANK (1 PER SECTOR, 3 TOTAL) SHEET TITLE • ELEVATION AND ANTENNA PLAN 410 ELEVATION 0 PROPOSED ANTENNA PLAN SHEET NUMBER SCALE: 1/8"=1'-0" SCALE: 1/4"=1'-0" ^ _ NORTH T-MOBILE NORTHEAST LLC 15 COMMERCE WAY,SUITE B • NORTON,MA 02766 OFFICE: (S08)286-2700 FAX: (50B)296-2893 BATTERY BACK-UP 1'x5/I6'C-D WELDED STUD UNIT CABINET (TOP.OF 2 PER SUPPORT) DIMENSIONS: UNIT CABINET "D (P)I'BOLT,TYP. 76•1- RBS 6201 DIMENSIONS: GROUND WIRE W/ dADVANCED e e 36"Wx36"Dx69"H HALFSTRAP FASTENER 8 • • b 8 • "_p W/SOLAR SHIELD L ENGINEERING GROUP,P.C. ! . • r . --�, Civil Pnginvvrinµ-Silo lh.cbpmrnl •O• 0 0 •O' 0• 0 000 351Yx36"Dx67"H 1.25'LONG RETURN I �' I I 0.000 ° Q Qk ° �Q BENT TO 85'4 iurvcying-Tdcc°mmunmmio WO/SOLAR SHIELD rQ 500 rmm mlowAAr .000�000. 000�000 / 'a 100��• COAXIAL CABLE w ME REW m:(MI)sw-x4i I I 00• Fri SNAP-IN CABLE HANGER u:0011 xxs-d50 (P)3'WIDE.1/4• !O; !�„ THICK STEEL FLAT l STOCK BOLTED TO 0Q, OQ,, PPC CABINET Q Q CUP ANGLES DIMENSIONS: Q xQ^ PO., em em 54'Hz30"VIx10'D r •N 'T� Op. Op:, OF Sn J IQ•� IQ4 3 `lW •.y 6"PPC CABINET BASE , EXTENSION MOUNTED TO ny • • !O, !0� MARL SLAB W/(4) CHREIIENL CIVI 5/13"ex3-3-3/4"HILTI ® ® I 00" 0Q" No.aOsla KWIK BOLT II ANCHORS. MOUNTED TO SLAB W/(4) A' SHIM IF REQUIRED TO BOLT x3-3-3/4•HILTI KWIK . •�TON0.�� LEVEL BASE EXTENSION O 0 0 BOLT II ANCHORS.SHIM IF I iE:' 6'GRAVEL SURFACE REQUIRED TO LEVEL(TYPICAL .----.-------1® ® ` AT EACH CABINET) g"; g•} 0 Q (MOUNT PER MANUFACTURER'S 4 ��, • 0 REQUIREMENTS) rl— •a. (P)1.5'LONG 1.Sx I.5 1/8'ANGLE,EA • .� •. ..•. ... :'i�' ° •. ... .. .; .a . �,�.. �. .a ..-'a SIDE.SPACED 48'O.C. J��• .. .. .. a .. �������� a,I1,1r.,,..Z.S.Z.L...S.....S...L.L �L::�S�0S�0�0�0�0000 :�0�2�:�:�0::�L�0�0��a 2eelp-•-••••5,..--r.- (E)TANK APPROVALS '=.II-:LN.0.4.00.0.0.0.00.4.044�������������4.11��������������������������������������....��t♦��� ��0��� ......�4:::::::14Ibrl 0' ALL ANTENNAS.CABLE TRAY I-4=iiHs •••• 4_� ••w••• •rSi • 1T• •TN••• • ••jai • •••• s1 • • •tip• r.T,•A-II� / SECTION h MOUNTING HARDWARE ''11 :11 i'-ft11=11=�Orh TipI*111r. 1-R�ir P-1 11e11=11=111=11=`=11R11u 1101 WIIWII' IIVII I1W:t Inc=1{ fLll 01,M1' 11w9 • 1 7�R T`TI 0,_11' PANTED TO MATCH(E) II?II=1111=11=11=11=11PII=IIFII-IIF Illf II11-11=11=11=11=11=11'allIIFIllP11-11=11 11=1Iell.-II-I IIFII II II�II .11�11- IIII�11 Il�llr-JI WATER TANK LANDLORD 111-11=1F l�f-7f=11-1f 1=.11'--=1--II-11=I�1'--II=n=11=1f=,f1=1f=11-11=n 11' 11 11 1I1f= IF=11=I1=11- 1111 1=11 II-II I 1=II=11-IFI-I�D -1�:111111J11f.11 11�4i 1IR1LIfI -11#11 11*Ill11�11111 11:�111#11:111r�f11 11.11:1 1111.116-�11:111�11 11 7L 1 -11 11 n�I 11III I�IT 11 i I l 1m- I:1 11 111 114_°H WEED BLOCK LEASING UNDERLAYMENT WITHIN PROPOSED LEASE AREA R.F. 0 SECTION AT EQUIPMENT PAD ©VERICAL COAX MOUNT TYP.. 10'-01Lx20'-01Wx6•D Mgr SCALE:N.T.S. W SCALE: NTS ZONING CONCRETE SLAB W/H4 BARS SPACED 8"BOTH WAYS CONSTRUCTION A/E PROJECT NO: 4DR5515A DRAWN BY: AAB 1 ' I RBS 6201 DIMENSIONS: CHECKED BY: MRC / 36'N'x36'Ox68'H W/SOLAR SHIELD ' ' 35'Wx36'Dx67•H SUBMITTALS WO/SOLAR SHIELD • • • LNX-6514DS-A1M BOLT CABINET TO MANUFACTURER: CONCRETE FLOOR PER ANDREW-COMMSCOPE 2'-6" MANUFACTURER'S 1 2/23/16 ISSUED FOR CONSTRUCTION - REQUIREMENTS DIMENSIONS: (HxWxD) 72.7"x11.9"x7.1•' 0 8/20/15 ISSUED FOR REVIEW WEIGHT: 38.8 LBS. 1O THIS DOCUMENT IS THE CREATION,DESIGN, PROPERTY AND COPYRIGHTED WORK OF T-MOBILE NORTHEAST LI LLC,ANY DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICATION AND USE GOVERNMENT •I N AGENCIES FOR THE PURPOSES OF • • • • CMA-BDHH-6521-E0-6 CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY AND ADMINISTRATIVE MANUFACTURER: CELLMAX FUNCTIONS IS SPECIFICALLY ALLOWED. DIMENSIONS: (HxWxD) Iiii Ng + 81"x15"x5.2" 4DR551 5A • WEIGHT: 62 LBS. 4 BARNSTABLE WATER BOTTOM BOLT PATTERN TAN K FRONT VIEW 1118 MARY DUNN ROAD BARNSTABLE, MA 02630 © RBS 6201 MOUNTING DETAIL SHEET TITLE Mar SCALE: 1'•=1'-0" ANTENNA DETAIL SCALE: NTS DETAILS 0' 6" I' 2' SHEET NUMBER A-3 w' • T-MOBILE NORTHEAST LLC 15 COMMERCE WAY,SUITE B NORTON,MA 02766 OFFICE (508)286-2700 FAX: (508) 286-2893 fDVANCED ENGINEERING GROUP,P.C. Civil IAoinccrine•lilt Mcvcbpmrnl un'_>m e-Tduon,mnn ionrm,. MO.1111 MOM GM 1.1040073Z02914 r�r.(IV a vsl ``N AR OF yqg�, cyL� M C 7� CHREL '-' CIVILEN '^ N0.40313 P 'A70W1 0'� ,f•— (P)VERTICAL CABLE TRAY j APPROVALS �/ LANDLORD LEASING (P)COAX CABLE(18 LINES 0 (P)6'OBOLLARDS (E)WATER TANK R.F. • 1-5/8", 1 LINE 0 1/2") (ttP.OF 2) ZONING 6"WAVE GUIDE BOOT ttP. — ::. 6 EA.END CONSTRUCTION PROP.COAX.CABLE(TYP) (P)2'-O'Ix2'-0"Wx5"D A/E -_ iliElli. 1 CONCRETE SLAB NP. �. / SILICONE SEALANT _ Ill / _ NOTES: a" PROCESSED ./ PROJECT NO. 4DR5515A AGGREGATE INSTALL SPRAY FOAM SEALER 1. PROVIDE PROPER BENDING RADIUS TRENCH AROUND COAX NEAR END OF frYII FOR CONDUITS AS REQUIRED BY 8" SUBASE FINISH GRADE TO MATCH (E) CONDUIT.INSTALL MICROFLECT \� � I I/ DRAWN BY: AAB BOOT KR AND SEAL CAPS W 1 COAXIAL CABLE MANUFACTURER I li°'_ / —_�-_ I v BLACK SILICONE SEALANT BOTH 2. THE CLEAN FILL SHALL PASS ✓' ENDS ' TI'�. t a• THROUGH A 3/8"MESH SCREEN AND z :;.;:;:;:;:;7;7;:;t;t L; C; 71 iI n I T" i CHECKED BY: MRC SHALL NOT CONTAIN STONES, OTHER d TV. TO UNDERGROUND CONDUIT -ii-il=i"ii-ii i"ii� --' > •• � - mid n n If II Il p-� BACK FILL SHALL NOT CONTAIN ASHES, s:� — ‘' CABLE WARNING BANK.6"SCH 80 PVC T==T--T--i_u i_u n In n_ t CONDUITS REQUIRED. --'--•----L-•-- \ _ — SUBMITTALS CINDERS, SHELLS , FROZEN MATERIAL, > TAPE (RED), 12" LOOSE DEBRIS OR STONES LARGER - — — pb BELOW AGGREGATE THAN 2"IN MAXIMUM DIMENSIONS. THE �� r TRENCH SHALL BE BACK FILLED � , O Q • �` BACK FILL WITH SUITABLE PVC STUB-UP DETAIL —I IMMEDIATELY FOLLOWING PLACEMENT OF 7,1 _ '/`r MATERIAL COMPACTED IN 1' CONDUITS. MAXIMUM LIFTS TO 95% 3. WHERE EXISTING UTILITIES ARE � , Sri MAXIMUM DENSITY(AS1M D LIKELY TO BE ENCOUNTERED, �`uA•V',s'��i';',"?i 1557) (6)6'0 22.5'BEND L ��� �'Y6M22S'BEND CONTRACTOR SHALL HAND DIG AND Ilii PROTECT EXISTING UTILITIES. - 1 2/23/16 ISSUED FOR CONSTRUCTION a• (6) 6" SCHED 80 0 8/20/15 ISSUED FOR RENEW PVC CONDUIT, TYP. © PVC STUB-UP DETAIL UNDERGROUND COAX DUCTBANK 0 BURIED COAX DETAIL SCALE:NTS SCALE:NTS VW © TYP.COAX DUCTBANK SECTION THIS DOCUMENT ISE THE CREATION, N, PROPERTY AND COPYRIGHTED WORK OF ® T-MOBILE NORTHEAST ANY SCALE: NTS DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICATION AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY AUTHORIZED REGULATORY ANS ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. 4DR5515A BARNSTABLE•WATER TAN K 1118 MARY DUNN ROAD BARNSTABLE, MA 02630 SHEET TITLE • DETAILS SHEET NUMBER • A-4 T-MOBILE NORTHEAST LLC 15 COMMERCE WAY,SURE B NORTON,MA 02766 • OFFICE: (508)286-2700 �—FA�: (50B) 286-2893 C CADVANCED ENGINEERING GROUP,P.C. ova Enginccri,Sim'lnahm i 2"¢ SCHD. 40 GALV. y'g-'I'ck mnmu' ii .411 STEEL MOUNTING PIPE GST m1vnrcawx 0 02014 (8' 6" LONG) (P) STANDOFF ARM, µ`Ip1I°16 TYP. OF 2 PER PIPE MOUNT (SEE DETAIL) S-1 . `"SF/p3yi o4'MARL CMREL GV3 1#1 q, No.40313 "';C{4 L.0 h? 1/2"0 _ _.op 4 U-BOLT, • TYP (E) WATER TANK NOTE: ANGLE RAILING PRIME AND PAINT ALL MOUNTING J M(, BRACKETS AND ANTENNAS TO APPROVALS MATCH EXISTING WATER TANK. _______ (SEE PAINTING NOTES ON SHEET A-3) LANDLORD PAINTING NOTES: r LEASING 1. EQUIPMENT/ATTACHMENTS ARE TO BE PAINTED TO ` 2"0 SCHD. 40 GALV. / MATCH THE TANKS' SURFACES 16 fa MOUNTING PIPE R.F. Aii 2. ANTENNA VENT HOLES MUST NOT BE PAINTED — 3. RRU CAN ONLY BE PAINTED ON SOLAR SHIELD. (SEE DETAIL FOR LENGTH) ZONING 1/2"0 U-BOLT (TYP.) CONSTRUCTION o EXISTING WATER �j A/E I TANK WALL (P) 6x6x1/4 ',I- 2"0 SCHD. 40 GALV. STEEL MOUNTING PIPE , STEEL PLATE (SEE DETAIL FOR LENGTH) PROJECT NO: 4DR5515A • 0 - 0 (P) TMAs (SEE PLAN) 1/2"0 U-BOLT (TYP.) DRAWN BY: AAB (2 PER SECTOR, 6 TOTAL) 1 • n ®ak n n (P) STANDOFF ARM, CHECKED BY: MRC (P) OUTER PLATE to `✓ HSS 3x3x3/16 (12" LONG) SUBMITTALS - — (4) 5/16"0 C-D WELDING STUD Iii - (P) STANDOFF ARM,W/WASHER AND LOCK NUT ON EACH SIDEHSS 3x3x3/16 OF PLATE. SEE SEPARATE SPECIFICATION li/• (TYP. ALL STUDS ON TANK) - / OUTER PLATEPROVIDE DOUBLE-NUT (TYP.) (4) 5/160 C-D WELDING STUD 2/23/16 ISSUEO FOR CONSTRUCTION P INNER PLATE © 16 1 W/WASHER AND LOCK NUT ON 0 8/20/15 ISSUED FOR REVIEW O(P) PANEDCOAT ENTIRE BACK SIDE OF BASE PLATE WITH ® , SE E PARATESPECF EE CATIONANTENNAMETAL ADHESIVE DEVCON METAL WELDER OR THIS DOCUMENT IS THE CREATION,DESIGN, ( -EXISTING WATER + (TYP. ALL STUDS ON TANK) PROPERTY AND COPYRIGHTED WORK OF EQ.) TO PROVIDE A WATER TIGHT SEAL. kWK WA L T-MOBILE NORTHEAST LLC,ANY PREPARE TANK SURFACE AS REQ., TYP. DUPucgnoN OR usE wRHOUT ExPRESS WRITTEN i - U DUP CATIONNANDT USE BY IS IG GOVERNMTLY ENT �D AGENCIES FOR THE PURPOSES OF _ (P) 6X6x1/4 CONDUCTING THEIR LAWFULLY AUTHORIZED 'WNW W \\ IN STEEL PLATE REGULATORY AND ADMINISTRATIVE (P) MOUNTING FUNCTIONS IS SPECIFICALLY ALLOWED. BRACKET PER 10 — 4DR551 5A MAN U FACUR ER'S SPEC., TYP. PLAN VIEW BARNSTABLE WATER NOTES: O O (P)HSS S3x3x3 TAND/16ARM, TANK 1. REFER TO RF CONFIGURATION & SECTOR SCHEMATICS FOR (12" LONG) QUANTITY REQUIRED PER SECTOR 1118 MARY DUNN ROAD 2. (E) CONDITIONS OR FINAL APPROVED RFDS ANTENNA INNER PLATE BARNSTABLE, MA 02630 SELECTION MAY REQUIRE A NEW ANTENNA PIPE MOUNT 0 ANTENNA MOUNT ELEVATION AI STANDOFF ARM PLAN © BASE PLATE DETAILS SHEE TITLE W SCALE: 1 1/2" = 1'-0" ® SCALE: 3" = 1'-0" ® SCALE: 6" = 1'-0" STRUCTURAL PLAN, SECTIONS AND DETAILS SHEET NUMBER S-1 T-MOBILE NORTHEAST LLC 15 COMMERCE WAY,SUITE 8 NORTON,MA 02766 OFFICE: (508)286-2700 FAX: (508) 286-2893 STRUCTURAL NOTES: STUD WELDING SPECIFICATIONS: ADVANCED SPECIFICATION FOR STUD WELDING TO EXISTING WATER TANKS GENERAL: ENGINEERING GROUP,P.C. 1. DESIGN REQUIREMENTS ARE PER STATE BUILDING CODE AND APPLICABLE SUPPLEMENTS, civil F.,,.......Site Development 1. WELDING STUDS SHALL BE FLANGED THREADED LOW CARBON COPPER COATED 11. BEFORE PRODUCTION, AT THE START OF EVERY SHIFT AND FOR EACH Surveying-Telc"mamu"Iwtma, ANSI/ASCE7, EIA/TIA-222-G STRUCTURAL STANDARDS FOR STEEL ANTENNA SUPPORTING STEEL STUDS, GRADE 1010 THROUGH 1020, CONFORMING TO ASTM A-106 PARTICULAR SETUP, TESTING SHALL BE PERFORMED ON THE FIRST TWO STUDS nsana.,o<ciw'm,i. STRUCTURES. "STEEL BARS, CARBON, COLD FINISHED, STANDARD QUALITY." ALL STUDS SHALL THAT ARE WELDED. TESTING MAY BE PERFORMED ON A MATERIAL SIMILAR TO 'liU('"'""'°' !Mr(4oi)o,-ais4 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD PRIOR TO BE 1/2" DIAMETER x 1-3/4" LONG, UNLESS OTHERWISE NOTED ON THE THE PRODUCTION MEMBER IN THICKNESS AND PROPERTIES. TESTING SHALL - FABRICATION AND ERECTION OF ANY MATERIAL. ANY UNUSUAL CONDITIONS SHALL BE CONSTRUCTION DRAWINGS. INCLUDE A VISUAL EXAMINATION OF THE STUD WELD FOR A FULL 360-DEGREE REPORTED TO THE ATTENTION OF THE CONSTRUCTION MANAGER. FLASH. IN ADDITION, THE TEST SHALL INCLUDE TORQUE TESTING THE STUDS IN 3. DESIGN AND CONSTRUCTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AMERICAN 2. STUDS MUST BE WELDED BY THE CAPACITOR DISCHARGE METHOD, NELSON NCD ACCORDANCE WITH THE FOLLOWING CRITERIA: INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR THE DESIGN, FABRICATION AND 100 SYSTEM, AS MANUFACTURED AND MARKETED BY TRW NELSON STUD STUD DIAMETER (IN.) TESTING TORQUE (FT-LB.) ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". WELDING DIVISION, ELYRIA, OHIO (800) 635-9353 OR (216) 329-0400 OR 1/4-20 UNC 3.6 4. STRUCTURAL AND MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A36 STRUCTURAL APPROVED EQUAL. FILLET WELDS ARE NOT ACCEPTABLE. 5/16-18 UNC 6.0 ,N(u M+s,, STEEL UNLESS OTHERWISE INDICATED. ny` 1/2-13 UNC 24 MARC 5. STEEL PIPE SHALL CONFORM TO ASTM A500 "COLD-FORMED WELDED Sc SEAMLESS 3. CONTRACTOR SHALL RECEIVE IN WRITING THE OWNERS REQUIREMENTS FOR 8 CHRETIEN CARBON STEEL STRUCTURAL TUBING", GRADE A, OR ASTM A53 PIPE STEEL BLACK AND TANK INSPECTIONS PRIOR TO COMMENCING WITH THE WORK ON THE TANK. 12. IF FAILURE OCCURS, THE PROCEDURE SHALL BE CORRECTED AND TWO MORE .403 13 NoCIVIL HOT-DIPPED ZINC-COATED WELDED AND SEAMLESS TYPE E OR S, GRADE B. PIPE SIZES UPON THE COMPLETION OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE STUDS SHALL BE WELDED AND TESTED. INDICATED ARE NOMINAL. ACTUAL OUTSIDE DIAMETER IS LARGER. FOR OBTAINING A WRITTEN RELEASE FROM THE OWNER STATING THAT ALL ssimuL oa` 6. STRUCTURAL CONNECTION BOLTS SHALL BE HIGH STRENGTH BOLTS (BEARING TYPE) AND WORK DONE WAS PERFORMED IN ACCORDANCE WITH THE CONSTRUCTION 13. ALL PAINTED SURFACES AFFECTED BY WELDING OPERATIONS SHALL BE CONFORM TO ASTM A325 "HIGH STRENGTH BOLTS FOR STRUCTURAL JOINTS, INCLUDING DOCUMENTS AND THE OWNERS WRITTEN REQUIREMENTS AND RELEASES ALL REPAINTED TO MATCH ADJACENT EXISTING SURFACES. PAINTING SHALL INCLUDE • SUITABLE NUTS AND PLAIN HARDENED WASHERS". ALL BOLTS SHALL BE 5/8" DIA LIABILITY TO THE CONTRACTOR, THE ENGINEER, AND THE STUD MANUFACTURER. COATING OF THE STUDS. UNLESS OTHERWISE NOTED. 7. ALL STEEL MATERIALS SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH 4. CONTRACTOR SHALL COMPLY WITH AWS D1.1 AND AWS C5.4 FOR PROCEDURES, 14. PRIOR TO REPAINTING, SURFACES SHALL BE SOLVENT CLEANED TO REMOVE ASTM A123 "ZINC (HOT-DIP GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS", APPEARANCE AND QUALITY OF WELDS, AND FOR METHODS USED IN ANY OILS, CONTAMINANTS, RUST OR DIRT PRIOR TO REPAINT. (SSPC-SP1 BY UNLESS OTHERWISE NOTED. CORRECTING WELDING. ALL WELDERS AND WELDING PROCESSES SHALL BE STEEL STRUCTURES PAINT COUNCIL, SSPCOVIS 1-671). 8. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN QUALIFIED IN ACCORDANCE WITH AWS "STANDARD QUALIFICATION PROCEDURES." APPROVALS ACCORDANCE WITH ASTM A153 "ZINC-COATING (HOT-DIP) ON IRON AND STEEL CONTRACTOR SHALL ADHERE TO AWS RECOMMENDED "SAFE PRACTICES FOR 15. EXTERIOR STEEL SHALL BE PAINTED WITH 2 COATS EPDXY PRIMER (DFT=5-7 HARDWARE", UNLESS OTHERWISE NOTED. WELDING." MIL) AND 2 COATS POLYURETHANE FINISH (DFT=4-6 MIL) WITH COLOR TO LANDLORD 9. FIELD WELDS, DRILL HOLES, SAW CUTS AND ALL DAMAGED GALVANIZED SURFACES SHALL MATCH EXISTING SURFACE. PAINT SHALL BE AS MANUFACTURED BY SHERWIN BE REPAIRED WITH AN ORGANIC ZINC REPAIR PAINT COMPLYING WITH REQUIREMENTS OF 5. WELDING PARAMETERS, MACHINE POWER AND DWELL TIME SHALL BE QUALIFIED WILLIAMS, CLEVELAND, OHIO, 1-800-321-8194 OR EQUAL COATING TO MATCH ASTM A780. GALVANIZING REPAIR PAINT SHALL HAVE 86 PERCENT ZINC BY WEIGHT, ZIRP FOR THE WELDING POSITION, MATERIAL THICKNESS AND STUD SIZE TO BE EXISTING. CONTRACTOR SHALL VERIFY OWNER'S PAINT REQUIREMENTS PRIOR TO LEASING BY DUNCAN GALVANIZING, GALVA BRIGHT PREMIUM BY CROWN OR EQUAL. THICKNESS OF USED. IF CHANGES IN THE SET-UP OCCUR AS DEFINED IN AWS D1.1, THE THE COMMENCEMENT OF WORK. APPLIED GALVANIZING REPAIR PAINT SHALL BE NOT LESS THAN 4 COATS (ALLOW TIME PROCEDURE MUST BE REQUALIFIED. R.F. TO DRY BETWEEN COATS) WITH A RESULTING COATING THICKNESS REQUIRED BY ASTM 16. CONTRACTOR TO VERIFY COATING SYSTEMS ARE COMPATIBLE WITH THE EXISTING 6. CONTRACTOR SHALL SUBMIT CERTIFICATION OF WELDERS FOR STUD WELDING TO ZONING A123 OR A153 AS APPLICABLE. SYSTEMS BY ADHESION TESTING PER ASTM D3359 "MEASURING ADHESION BY 10. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES, APPEARANCE AND THE ENGINEER PRIOR TO COMMENCEMENT OF THE WORK. TAPE TEST." CONTRACTOR TO VERIFY THAT CANS OF THE PRODUCT ARE NOT QUALITY OF WELDS, AND FOR METHODS USED IN CORRECTING WELDING. ALL WELDERS BEYOND MANUFACTURER RECOMMENDED SHELF LIFE. ASSURE THOROUGH MIXING 7. CONSTRUCTION AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS "STANDARD CLEANING PROCEDURES SHALL BE VERIFIED AS MEETING THE MINIMUM OF PRE-MEASURED TWO COMPONENT COATING SYSTEMS, QUALIFICATION PROCEDURES". ALL WELDING SHALL BE DONE USING E70XX ELECTRODES REQUIREMENTS PER THE AWS WELDING HANDBOOK, VOLUME 2, OF AND WELDING SHALL CONFORM TO AISC AND D.I.I. WHERE FILLET WELD SIZES ARE NOT CONTROL AND INSPECTION" FOR STUD WELDING. IF THE EXISTING COATING 17. SURFACE CLEANING SHALL BE FOLLOWED WITH PRIMER COAT ON THE SAME A/E SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL SYSTEM CONTAINS LEAD OR OTHER POTENTIALLY HAZARDOUS MATERIALS, DAY. CONSTRUCTION", 9TH EDITION. SPECIAL PROCEDURES FOR REMOVAL AND DISPOSAL WILL BE REQUIRED. 11. INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISFITTING OR NONCONFORMING 18. PAINT MUST BE APPLIED AT SURFACE AND AMBIENT TEMPERATURES BETWEEN PROJECT NO: 4DR5515A MATERIALS OR CONDITIONSBRAE , SHALL BE REPORTEDH TOE THE CONSTRUCTION PRIOR 8. PREPARE SURFACE TO BE WELDED BY SPOT REMOVING PAINT TO BARE METAL 50 DEGREES TO 120 DEGREES FAHRENHEIT. NO PAINTING SHALL BE DONE TO REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE CONSTRUCTION USING POWER BRUSHING IN ACCORDANCE WITH SSPC-SP11, (STEEL ABOVE 80%%% RELATIVE HUMIDITY. THE AMBIENT TEMPERATURE BEFORE THE MANAGER APPROVAL. STRUCTURES PAINTING COUNCIL, SSPC-VIS 1-671). USE A 3M START OF COATING APPLICATION MUST BE AT LEAST 5 DEGREES FAHRENHEIT DRAWN BY: AAB 12. UNISTRUTS SHALL BE FORMED STEEL CHANNEL STRUT FRAMING AS MANUFACTURED BY STRIP-N-CLEAN FLEXIBLE WHEEL OR APPROVED EQUAL. A WIRE WHEEL IS NOT ABOVE THE DEW POINT AS DETERMINED BY CONVENTIONAL ACCEPTED UNISTRUT CORP., WAYNE, MI OR EQUAL. STRUT MEMBERS SHALL BE 1 5/8" x 1 5/8" ACCEPTABLE. STANDARDS. CHECKED BY: MRC x 12 GA, UNLESS OTHERWISE NOTED, AND SHALL BE HOT-DIP GALVANIZED AFTER 9. FOLLOW POWER TOOL CLEANING WITH A NON-FLAMMABLE SOLVENT CLEANING 19. PAINT SHALL BE APPLIED USING A NATURAL BRISTLE BRUSH FOR A SMOOTH FABRICATION. TO REMOVE ANY OILS, CONTAMINANTS, RUST OR DIRT PRIOR TO STUD WELDING. BRUSH FINISH. SUBMITTALS 13. EPDXY ANCHOR ASSEMBLY SHALL CONSIST OF 1/2" DIAMETER STAINLESS STEEL ANCHOR (SSPC-SP1 BY STEEL STRUCTURES PAINTING COUNCIL, SSPC-VIS 1-671) ROD WITH NUTS & WASHERS, AN INTERNALLY THREADED INSERT, A SCREEN TUBE AND STUD QUALIFICATION TESTING AND SAMPLING. 20. PAINT SHALL BE FEATHERED OUT AT TIE-IN AREAS OF EXISTING COATING. AN EPDXY ADHESIVE. THE ANCHORING SYSTEM SHALL BE THE HILTI-HIT HY-20 AND OR PAINT SHALL BE WORKED IN AND AROUND IRREGULARITIES IN THE SURFACE. HY-150 SYSTEMS (AS SPECIFIED IN DWG.) OR ENGINEERS APPROVED EQUAL WITH 10. THE QUALIFICATION OF STUD APPLICATION AND PRE-PRODUCTION TESTING 4-1/4" MIN. EMBEDMENT DEPTH. SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF CHAPTER 7 "STUD 14. EXPANSION BOLTS SHALL CONFORM TO FEDERAL SPECIFICATION FF-S-325, GROUP II, WELDING" OF AWS D1.1. INITIAL QUALIFICATION TESTING SHALL BE PERFORMED TYPE 4, CLASS 1, HILTI KWIK BOLT II OR APPROVED EQUAL. INSTALLATION SHALL BE IN UNDER INSPECTION BY THE ENGINEER. 1 2/23/16 ISSUED FOR CONSTRUCTION ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT o 8/20/15 ISSUED FOR REVIEW SHALL BE THREE AND ONE HALF (3 1/2) INCHES. 15. GRAVEL SUB BASE AND CONCRETE SHALL BE PLACED AGAINST UNDISTURBED SOIL. THIS DOCUMENT Is THE CREATION.DESIGN. 16. CONCRETE FOR FENCE AND ICE BRIDGE SUPPORT SHALL BE 3000 PSI AIR ENTRAINED PROPERTY AND COPYRIGHTED WORK OF (4%-6%) NORMAL WEIGHT CONCRETE. T-MOBILE NORTHEAST LLC,ANY 17. ALL CAST IN PLACE CONCRETE SHALL BE MIXED AND PLACED IN ACCORDANCE WITH THE DUPLICATION OR USE WITHOUT EXPRESS REQUIREMENTS OF ACI 318 AND ACI 301. WRITTEN CONSENT IS STRICTLY OHM I D. 18. THE FOLLOWING MINIMUM CONCRETE COVER OVER REINFORCING STEEL SHALL BE AS AGENCIES FOR THE TMN ANDS GOVERNMENTBY PURPOSES OF FOLLOWS UNLESS NOTED OTHERWISE: CONDUCTING THEM LAWFULLY AUP1ORaED CONCRETE CAST AGAINST EARTH - 3 INCHES FUNCTIONS IS SPECIFlCPLLY ALLOWED. CONCRETE EXPOSED TO EARTH OR WATER REGULATORY AND an. NISTIUTI -- #6 AND LARGER - 2 INCHES #5 AND SMALLER - 1 1/2 INCHES 4DR5515A ALL EXPOSED EDGES SHALL BE PROVIDED WITH A 3/4"x3/4" CHAMFER UNLESS NOTED OTHERWISE. BARNSTABLE WATER 19. LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AND THE NATIONAL FOREST PRODUCTS ASSOCIATION'S NATIONAL TANK DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. ALL LUMBER SHALL BE PRESSURE TREATED AND SHALL BE STRUCTURAL GRADE NO. 2 OR BETTER. 1118 MARY DUNN ROAD BARNSTABLE, MA 02630 SHEET TITLE STRUCTURAL NOTES SHEET NUMBER S-1 .a • • FROM EGB (WHEN SHOWN ON T-MOBILE NORTHEAST LLC GROUNDING RISER DIAGRAM) 15 COMMERCE WAY,SUITE B NORTON,MA 02766 SPARES OFFICE: (508)286-2700 J 1 ' FAX: (508) 286-2891 ANDREW UGBKIT2 `/ i ELECTRICAL AND GROUNDING NOTES ANTENNA MOUNT GROUND � AmELECTRICAL LEGEND COAX CABLE �/� �1 ; TOSGROUNDING___: ADVANCED1. ALL ELECTRICAL WORK)HALL CONFORM TO THE REQUIREMENTS OF THE NATIONAL GROUNDING KITS Ja� C m® '' ENGINEERINGOUP,P.C.NEW PANEL BOARD, SURFACE MOUNTED ELECTRICAL CODE NEC AS WELL AS APPLICABLE STATE AND LOCAL CODES. (lie ■��1 (�p a ova n a-sa 2. ALL ELECTRICAL ITEMS SHALL BE U.L. APPROVED OR LISTED AND PROCURED PER 1 '' "°""'"a'T`I"°'"'"""'"°'""' WA EXISTING PANEL BOARD, SURFACE MOUNTED SPECIFICATION REQUIREMENTS. IO'e • % P A ®� w`mui. m (wl1 as4-:.a, 3. THE ELECTRICAL WORK INCLUDES ALL LABOR AND MATERIAL DESCRIBED BY DRAWINGS ' ♦ a Ili] /A LY ,� TM(.an en-ws. T I DRY TYPE TRANSFORMER AND SPECIFICATION INCLUDING INCIDENTAL WORK TO PROVIDE COMPLETE OPERATING • ,,1�i A u ■ : ''AND APPROVED ELECTRICAL SYSTEM. i Aill • 1 METER 4. GENERAL CONTRACTOR SHALL PAY FEES FOR PERMITS, AND IS RESPONSIBLE FOR ® � CADWELD i ,. OBTAINING SAID PERMITS AND COORDINATION OF INSPECTIONS. II✓�� III Al• , CIRCUIT BREAKER TO GROUNDING RING N 5. ELECTRICAL AND TELCO WIRING OUTSIDE A BUILDING AND EXPOSED TO WEATHER ' ® i SHALL BE IN WATER TIGHT GALVANIZED RIGID STEEL CONDUITS OR SCHEDULE 80 (LOWER EGB) IIII ,. '" NON-FUSIBLE DISCONNECT i II EN PVC (AS PERMITTED BY CODE) AND WHERE REQUIRED IN LIQUID TIGHT FLEXIBLE AWL D SWITCH, MOUNTED 54" A.F.F. METAL OR NONMETALLIC CONDUITS.EP / UND RING6. BURIED CONDUIT SHALL BE SCHEDULE 40 PVC. AT GROUND ROD FUSIBLE DISCONNECT SWITCH, MOUNTED 54"A.F.F. 7. ELECTRICAL WIRING SHALL BE COPPER WITH TYPE XHHW, THWN, OR THHN INSULATION.TRANSIENT VOLTAGE SURGE SUPPRESSOR WITH 8. RUN ELECTRICAL CONDUIT OR CABLE BETWEEN ELECTRICAL UTILITY DEMARCATIONIMs l BUILT-IN FUSES, SURFACE MOUNTED POINT AND PROJECT OWNER CELL SITE PPC AS INDICATED ON THIS DRAWING. CADWELD 6 ANDREW UGBKIT OR EQUAL WITH PROVIDE FULL LENGTH PULL ROPE. COORDINATE INSTALLATION WITH UTILITY COMPANY. II HOLE PATTERN AND STANDOFF ® POPLEX AMPS, 145 VOLTSET, FACE SNGMOULE PHADE 9. RUN TELCO CONDUIT OR CABLE BETWEEN TELEPHONE UTILITY DEMARCATION POINT ® EQUIPMENT GROUND BAR(EGB) ',�1� TO GROUND RING INSULATORS AND MOUNTING • AND PROJECT OWNER CELL SITE TELCO CABINET AND BTS CABINET AS INDICATED ON AT GROUND ROD THIS DRAWING. PROVIDE FULL LENGTH PULL ROPE AND GREENLEE CONDUIT 1r 1 BRACKETS AS SHOWN O JUNCTION BOX, SURFACE MOUNTED 18" A.F.F. SCALE: N.T.S. MEASURING TAPE IN EACH INSTALLED TELCO CONDUIT. �� EXPOSED WIRING 10. WHERE CONDUIT BETWEEN BTS AND PROJECT OWNER CELL SITE PPC AND BETWEEN BTS AND PROJECT OWNER CELL SITE TELCO SERVICE CABINET ARE UNDERGROUND MASTER GROUND BAR(MGB) ��"- HOME RUNS, MINIMUM 2#10 + 1#10G IN 3/4" USE PVC, SCHEDULE 40 CONDUIT. ABOVE THE GROUND PORTION OF THESE SCALE: N.T.S. APPROVALS CONDUIT U.O.N. CONDUITS SHALL BE PVC CONDUIT. i TO (P) SERVICE (SEE POWER RISER) 11. ALL EQUIPMENT LOCATED OUTSIDE SHALL HAVE NEMA 3R ENCLOSURE. 200A, 240V METER A.F.F. ABOVE FINISHED FLOOR 12. PPC SUPPLIED BY PROJECT OWNER. LANDLORD U.O.N. UNLESS OTHERWISE NOTED 13. GROUNDING SHALL COMPLY WITH NEC ART. 250. ADDITIONALLY, GROUNDING, MANUAL TRANSFER SWITCH BONDING AND LIGHTNING PROTECTION SHALL BE DONE IN ACCORDANCE WITH LEASING WP WEATHERPROOF "T-MOBILE BTS SITE GROUNDING STANDARDS". 12V EXTERNAL ALARM BTS 14. GROUND COAXIAL CABLE SHIELDS MINIMUM AT BOTH ENDS USING MANUFACTURERS - CIRCUIT IN 3/4" NON- EQUIPMENT GFI GROUND FAULT INTERRUPTER COAX CABLE GROUNDING KITS SUPPLIED BY PROJECT OWNER. f 200A-2P � METALLIC CONDUIT CABINET R.F. A AMPERE 15. USE #6 COPPER STRANDED WIRE WITH GREEN COLOR INSULATION FOR ABOVE GRADE - ® I E $-2 GROUNDING (UNLESS OTHERWISE SPECIFIED) AND #2 SOLID TINNED BARE COPPER 60 P (3) #6 & (1) #10G IN 1"C ZONING V VOLT WIRE FOR BELOW GRADE GROUNDING AS INDICATED ON THE DRAWING. BTS KWH KILOWATT - HOUR 16. ALL GROUND CONNECTIONS TO BE BURNDY HYGROUND COMPRESSION TYPE (1) #2/OG I 60A-2P v(3) #6 & (1) #10G IN 1"C EQUIPMENT CONSTRUCTION CONNECTORS OR CADWELD EXOTHERMIC WELD. DO NOT ALLOW BARE COPPER WIRE sTh C CONDUIT CABINET TO BE IN CONTACT WITH GALVANIZED STEEL. GENERATOR 60�A-2P If(3) #6 & (1) #10G IN 1"C A/E GRC GALVANIZED RIGID CONDUIT 17. ROUTE GROUNDING CONDUCTORS ALONG THE SHORTEST AND STRAIGHTEST PATH RECEPTACLE G GROUND POSSIBLE, EXCEPT AS OTHERWISE INDICATED. GROUNDING LEADS SHOULD NEVER BE 30A-2P (3) #6 Sc (1) #1OG IN 1"C BTS BENT AT RIGHT ANGLE. ALWAYS MAKE AT LEAST 12" RADIUS BENDS. #6 WIRE CAN LIGHT 20A 1P ,'� EQUIPMENT -L BE BENT AT 6" RADIUS WHEN NECESSARY. BOND ANY METAL OBJECTS WITHIN 6L PROJECT NO: 4DR5515A GROUND CABINET MGB oMECHANICAL CONNECTION FEET OF PROJECT OWNER EQUIPMENT OR CABINET TO MASTER GROUND BAR OR BBU MASTER GROUND BAR GROUNDING RING. LIGHT I CABINET o • •CADWELD CONNECTION ```-- L DRAWN BY: AAB 18. CONNECTIONS TO GROUND BARS SHALL BE MADE WITH TWO HOLE COMPRESSION • '' �I EGB EQUIPMENT GROUND BAR oMECHANICAL CONNECTION TYPE COPPER LUGS. APPLY OXIDE INHIBITING COMPOUND TO ALL LOCATIONS. to a •CADWELD CONNECTION 19. BOND ANTENNA MOUNTING BRACKETS, COAXIAL CABLE GROUND KITS, AND ALNA TO (P) PPC \ yy I 20A-1P �-GFI CHECKED BY: MRC EGB PLACED NEAR THE ANTENNA LOCATION. \; G- GROUND COPPER WIRE, SIZE AS NOTED 20. APPLY OXIDE INHIBITING COMPOUND TO ALL COMPRESSION TYPE GROUND m I SUBMITTALS EXPOSED WIRING CONNECTIONS. L - _ I ONE LINE DIAGRAM 21. CONTRACTOR SHALL PROVIDE AND INSTALL OMNI DIRECTIONAL ELECTRONIC MARKER COAXIAL CABLE SYSTEM (EMS) BALLS OVER EACH GROUND ROD AND BONDING POINT BETWEEN SERVICE SCALE: N.T.S. O 5/8"x8' COPPER CLAD STAINLESS STEEL GROUND ROD EXISTING TOWER/ (E) MONOPOLE GROUNDING RING AND EQUIPMENT GROUNDING GROUND PER RING. NEC o • EXOTHERMIC (CADWELD) OR 0 MECHANICAL 22. CONTRACTOR SHALL TEST COMPLETED GROUND SYSTEM AND RECORD RESULTS FOR (COMPRESSION TYPE) CONNECTION PROJECT CLOSE-OUT DOCUMENTATION. 5 OHMS MAXIMUM RESISTANCE REQUIRED. 1 2/23/16 ISSUED FOR CONSTRUCTION PPC POWER PROTECTION CABINET 23. CONTRACTOR SHALL CONDUCT ANTENNA COAX, AND LNA RETURN-LOSS AND 0 8/20/15 ISSUED FOR REV EW DISTANCE- TO-FAULT MEASUREMENTS (SWEEP TESTS) AND RECORD RESULTS FOR STAINLESS PROJECT CLOSE OUT. `��� 0 OMNI-DIRECTIONAL ELECTRONIC MARKER SYSTEM (EMS) BALL STEEL M TWO HOLE COPPER HARDWARE COMPRESSION THIS DOCUMENT IS THE CREATION,DESIGN, • TERMINAL PROPERTY AND COPYRIGHTED WORK OF GROUNDING T-MOBILE NORTHEAST LLC,ANY • CABLE 1` N � WRITT nCONSENT IS STRICTLY PROHIBITED. 600A TAP BOX A DUPLICATION AND USE BY GOVERNMENT GROUND BAR 600A-2P BREAKER AGENCIES FOR THE PURPOSES OF Q PIPE CAP(TYP.) METER BANK W/ CONDUCTING THEIR LAWFULLY AUTHORIZED 4-0" DISCONNECT AND MANUAL REGULATORY AND ADMINISTRATIVE BYPASS LEVER FUNCTIONS IS SPECIFICALLY ALLOWED. 6" DIA. SCH 40 INSPECTION ELEVATION ,� UNISTRUT P1000(TYP.) SLEEVE W/THREADED PVC COVER LOCK WASHER DIMENSIONS TO BE .-• I Al_ FLEXIBLE COUPLINGS AS 4DR55 1 5A (TYP.) FLAT WASHER (TYP.) VERIFIED PER ■�l M M REQUIRED SITE FINISH GRADE ( ) MANUFACTURER'S O I Opo 2 4"•RGS SCH 40 GATE SPECIFICATONS "II/ O BARNSTABLE WATER CONDUITS FROM TRANSFORMER FENCE POST NUT (TYP.) 3/8 x1-1/4 OO I© P RGS CONDUITS ABOVE GRADE ��� • ►���� �\\\\ Sig CADWELD CONNECTION (TYP.) HEX BOLT qND THROUGH SWEEP(TOP.) TANK !;!tii 441'444 0 \�\ \�\ 3"0 SCH 40 GALV.STEEL •••••• ADWELD CONNECTION �� �� lIIirI_ POST W/THREADED END 1118 MARY DUNN ROAD •� . #2 AWG SOLID, TINNED A* (m.) BARNSTABLE, MA 02630 COPPER GROUND WIRE � ' • EXPOSED BARE COPPER TO BE 4•444GROUNDING CABLE LEAD TO GROUND RING 4i•i .'44i4i4i� ADWELD CONNECTION �i� 1" NOTCH SLEEVE KEPT TO ABSOLUTE MINIMUM, NO F. (TAP.OF 2) SHEET TITLE :10 11GD!•%!l�4 ( ) j vj„ o�!i���, INSULATION ALLOWED WITHIN THE FINISHED GRADE 404OOi •►�•�•�•�4� TYPE TA � J���1i1�`�`�; FOR PASSAGE OF RING COMPRESSION TERMINAL TYPI . /e ��� `A� WIRE. MAINTAIN INTERIOR SECTION "A" ( ) .,,.,, r -„-,,,-„-„ -„-., ELECTRICAL DETAILS GATE JUMPER OF SLEEVE DEBRIS FREE. ., 4/0 WELD CABLE 4. -5/8" COPPER CLAD NOTE:. g AND NOTES 10%P! STAINLESS STEEL GROUND 1. "DOUBLING UP" OR "STACKING " OF CONNECTION IS NOT PERMITTED. 12.0 PLAIN CONCRETE PIER #2 AWG TINNED SOLID BARE ROD 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATIONS. l2 COPPER WIRE CADWELD TO 3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGB. 4 SHEET NUMBER GROUNDING RING • 0 SWING GATE GROUNDING DETAIL © GROUND ROD TEST WELL DETAIL 0 TYPICAL GROUND BAR CONNECTIONS DETAIL 0 METER BANK DETAIL E_1 mgSCALE:NTS ® cr.F:NTS ® SCALE:NTS ® SCALE:NTS PROJECT INFORMATION //�/ o / p a D SCOPE OF WORK: MODIFICATIONS TO AT&T EQUIPMENT AT AN EXISTING WIRELESS 4V •TELECOMMUNICATIONS FACILITY SITE ADDRESS: 1118 MARY DUNN ROAD BARNSTABLE, MA 02675 PROPERTY OWNER: TOWN OF BARNSTABLE 367 MAIN STREET HYANNIS, MA 02601 LATITUDE: 41.6883' LONGITUDE: -70.2811' ANTENNA ELEVATION: 98' AGL JURISDICTION: TOWN OF BARNSTABLE AT&T SITE NAME: BARNSTABLE WATER TANK CURRENT USE: TELECOMMUNICATIONS FACILITY AT&T SITE NUMBER: 1290 PROPOSED USE: TELECOMMUNICATIONS FACILITY NAME OF APPLICANT: AT&T MOBILITY 550 COCHITUATE ROAD SUITES 13 & 14 FRAMINGHAM, MA 01701 TOWN OF BARNSTABLE, HYANNIS WATER SYSTEM, MARY DUNN 2 WATER TANK THIS DOCUMENT WAS DEVELOPED TO REFLECT A SPECIFIC SITE AND ITS SITE CONDITIONS AND IS ---- - - - --- - - - - - - - - - -- - -- - - - - - - - - - - _ - - - - - - -_- - -- ---- -- - - - - TONOT BE IS AT THE SOLE RISK OFTHE R ANOTHER S USER.OR OTHER CONDITIONS PERTAIN. REUSE OF THIS DOCUMENT VICINITY MAP SCALE: 1"=1000' DRAWING INDEX �1T- D,lltC `. , r`e `.11 11 w it }1� SHEET DESCRIPTION REV - i i n • v — S e7''',CO ._ , * .,:'.4' 'A.,f1 \ TO1 TITLE SHEET 3 �,,�• J� 1 '� n o 114,..._;, 8_' j ;' G01 GENERAL NOTES 3 APPLICABLE BUILDING CODES AND STANDARDS „_�." !gip ;, 41,© " '1° l�=� "� '," ar�;M'r! T � � � 1; A01 COMPOUND PLAN 3 lg." , �. `„I /Dotf I; '" '• A02 ELEVATION 3 SUBCONTRACTOR'S WORK SHALL COMPLY WITH PROJECT STANDARD NOTES, SYMBOLS AND DETAILS (SEE .1' v ®.- 7 •O ll1,�• ` l DRAWING INDEX FOR STANDARD NOTES AND DETAILS INCLUDED WITH TYPICAL DRAWING PACKAGE). .1 I'•` • e M r T� ~ �I' fi; 0 �� p • . r A03 ANTENNA MOUNTING PLAN&DETAILS 3 SUBCONTRACTOR WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE,AND LOCAL CODES AS /� ',�•�' , Q y. • ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE • V ` N d- 4 / 1 ,�� �T • •,•�'�J1 ' �'�E. I. oV a Q 4 �, r� A04 TANK MOUNTED EQUIPMENT DETAILS 3 AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DAT OF CONTRACT AWARD SHALL GOVERN THE it .-4. lJ �� - • .:-( '` •�� .-- DESIGN. �tiS11rti rf ',' �, -y / �1 't �- ` - 1(r• Q�' 1 BUILDING CODE: (;c ',, � :u w A05 EQUIPMENT DETAILS 3 BOCA NATIONAL BUILDING CODE 1999 '4 � / 1� \ _ •' — - I Q(rits"o ELECTRICAL CODE: •` `` �QP•tp, 5 0 -� �t q �I,.�1� `" o �� o o EO1 ELECTRICAL DETAILS 3 NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 70-99S80002• 1 \4 r NATIONAL ELECTRICAL CODE (NEC 2005) cr A� 4�-JI 1^'. �r ' ` �'`�t- �y� Ainti �, y �����A E02 GROUNDING DETAILS 3 OTHER: .=_ ``► _- �/ �• V AMERICAN CONCRETE INSTITUTE (ACI) 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE V v �01( ► r�� * J' , AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH I,44 -'- ;c \I: �•`�• as% �`1 O �y ,� a,• EDITION TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARD FOR �` I,- O O \'- I,• ' STRUCTURAL ANTENNA �O I{ 004 •0 O\O y �1�` ••.`` 1 r , •'V .. '",--11•^' 1 •.iii TOWER AND ANTENNA SUPPORTING STRUCTURES: TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING t1 \' �o�° (‘O : L,i y> �' ,0 ' I �s. '!. � '• REQUIREMENTS FOR TELECOMMUNICATIONS. 'j r '4^ 1 __•.--kv I ��tr' 4. OP ; :. INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH r 17:- �'E•_': 17 Ii' '+ RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM IEEE 1100 � w_y, j ►`�� ,• t J o (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT IEEE C62.41, f. ,` ir \i ,� •,T. , •'3) j'11T /" 0 •RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION I r••. �+J % .CATEGORY -C3'AND -HIGH SYSTEM EXPOSURE-) '0'1•0.(:' `" s�' ••.I I o ,fid .--'-%. - , cli21 .. _. , / II / OFFOR ANY CONSTRUUCTIONTS BETNEEN OR OTHER REQUIREM OF ENTS,NTSLISTED CODES AND THE MOST RESTRICTIVEDARDS REQUIREMENTING SHALLTERIAL,GOVERN.METHODS •� � j•- '.: ' i.,1 E - - - ----- - - - - - - WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC REQUIREMENT, THE SPECIFIC I k �y-� e�^ ,, ! �� O I -•� UNDERGROUND SERVICE ALERT REQUIREMENT SHALL GOVERN. ALL DESIGN AND CONSTRUCTION SHALL BE IN COMPLIANCE WITH THE STANDARDS FOR DESIGN AND ° s A APPROVAL TO MOUNT OR MODIFY COMMUNICATIONS EQUIPMENT ON MUNICIPAL WATER STORAGE TANKS, " `1',� AT LEAST 72 HOURS PRIOR TO DIGGING, PREPARED BY HALEY AND WARD AND DATED MAY 2013. t�, W THE CO 1''- IS REQUIRED TO CALL , 1+* ' 1 D• AT 1-888-DIG-SAFE - —_---- 3 01/27/14 REVISED FOR CONSTRUCTION pKJ CJS v su ` ' _CHAPPELL BARNSTABLE WATER TANK �� .,,I CLEMENT AT&T MOBILITY en R.K. EXECUTIVE CENTREMOBIU 2 09/17/13 REVISED FOR CONSTRUCTION DKJ ,f'" s 1 T�'' ENGINEERING 201 BOSTON POST ROAD WEST �% �t8ct 550 COCHITUA E ROAD 1 OS/07/13 ISSUED FOR CONSTRUCTION - FINAL DKJ IQ!�1� L SUITE 101 OA 11/01/12 ISSUED FOR CONSTRUCTION DKJ + TITLE SHEET SITE# 1290 ,- _ SUITES 13 & 14 II MARLBOROUGH,MA 01752 FRAMINGHAM, MA 01701 0 09 19 12 DKJ L. _ASSOCIATES,LLC (508) 481-7400 `- / / ISSUED FOR REVIEW 71 .I, www.choppellengineering.com 1118 MARY DUNN ROAD NO. DATE REVISIONS BY ,� 0-' N0. J09 N0. DWG No.REV. BARNSTABLE, MA 02675 � .._= SCALE As SHOWN DESIGNED:DKJ DRAWN: \Q�4. '`I �RfO 1.008 1290 T01 3 ilit,3 � :dA�d • GENERAL NOTES; CONCRETE AND REINFORCING STEEL NOTES; ELECTRICAL INSTALLATION NOTES: 1. FOR THE PURPOSE OF CONSTRUCTION DRAWINGS,THE FOLLOWING DEFINITIONS SHALL APPLY: 1.ALL CONCRETE WORN SHALL BE IN ACCORDANCE WITH THE ACI 301.ACI 318,ACI 336,ASTM ATB4.ASTM A185 AND THE DESIGN AND CONSTRUCTION SPECIFICATIONFOR CAST-IN-PLACE CONCRETE. CONTRACTOR-SAI •1.WIRING,RACEWAY,AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS SUBCONTRACTOR-GENERAL CONTRACTOR(CONSTRUCTION) 2.ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS,UNLESS NOTED OTHERWISE.A OF THE NEC AND TELCORDIA OWNER-AT&T HIGHER STRENGTH(4000 PSI)MAY BE USED.ALL CONCRETE WORN SHALL BE IN ACCORDANCE WITH THE ACI 381 CODE OEM-ORIGINAL EQUIPMENT MANUFACTURER REQUIREMENTS 2.SUBCONTRACTOR SHALL MODIFY EXISTING CABLE TRAY SYSTEM AS REQUIRED TO SUPPORT RF AND • TRANSPORT CABUNG TO THE NEW BTS EQUIPMENT.SUBCONTRACTOR SHALL SUBMIT MODIFICATIONS TO 2. PRIOR TO THE SUBMISSION OF BIDS,THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE TO 3.REINFORCING STEEL SHALL CONFORM TO ASTM A 615,GRADE 60,DEFORMED UNLESS NOTED OTHERWISE.WELDED WIRE CONTRACTOR FOR APPROVAL FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE ACCOMPLISHED AS FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE.SPUCES SHALL BE CLASS 3.ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY SHOWN ON THE CONSTRUCTION DRAWINGS.ANY DISCREPANCY FOUND SHALL BE BROUGHT TO THE 'B'AND ALL HOOKS SHALL BE STANDARD.UNO. • ATTENTION OF CONTRACTOR. THE NEC AND TELCORDIA 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE CODES, 4.THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON 4.CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. REGULATIONS,AND ORDINANCES.SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH • DRAWINGS:C ALL LAWS,ORDINANCES.RULES.REGULATIONS,AND LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING CONCRETE CAST ED AGAINST EARTH 3 IN.'TC.EACH END OF EVERY POWER,GROUNDING.L AND M1 CONDUCTOR/ AND CABLES SHALL BE LABELEDTAPE WITH THE PERFORMANCE OF THE WORK. CONCRETE EXPOSED TO EARTH OR WEATHER: COLOR-CODED INSULATION OR ELECTRICAL TAPE(3M BRAND, 1/2 INCH PLASTIC ELECTRICAL TAPE WITH W #6 AND LARGER 2 IN. • PROTECTION,OR EQUAL).THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC&OSHA,AND MATCH 4. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTIUTY COMPANY #5 AND SMALLER&WWF 1)¢IN. EXISTING INSTALLATION REQUIREMENTS. SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES,ORDINANCES AND APPUCABLE REGULATIONS. CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: 6.POWER PHASE CONDUCTORS(LE.,HOTS)SHALL BE LABELED WITH COLOR-CODED INSULATION OR 5. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ONLY. SLAB AND WALL 34 IN. ELECTRICAL TAPE(3M BRAND, %INCH PLASTIC ELECTRICAL TAPE WITH W PROTECTION,OR EQUAL).PHASE BEAMS AND COLUMNS I%IN. CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC&OSHA AND MATCH EXISTING INSTALLATION REUIREMENTS ' 6. UNLESS NOTED OTHERWISE.THE WORK SHALL INCLUDEIONSINDICATED ONTEHELDR WINIPMENT,APPURTENANCES, 5.A CHAMFER 3'SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE,UNO,IN ACCORDANCE WITH ACI 301 SECTION 7.ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED I AMACOID PLASTIC LABELS. AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 4 2 4 ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING,PHASE CONFIGURATION,WIRE 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WI H MANUFACTURER'S CONFIGURATION.POWER OR AMPACITY RATING.AND BRANCH CIRCUIT ID NUMBERS(I.E.,PANET_BOARD AND CIRCUIT ID'S). RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. 6.INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR,SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE.THE ANCHOR BOLT.DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT 8.PANELBOARDS(ID NUMBERS)AND INTERNAL CIRCUIT BREAKERS(CIRCUIT ID NUMBERS)SHALL BE 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS,THE SUBCONTRACTOR DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRIWNG CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS. SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE CONTRACTOR AND THE BARNSTABLE DEPARTMENT OF HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE STAINLESS STEELE OR HOT DIPPED ti PUBLIC WORKS WATER SUPPLY DMSIDN(BDPW-WSD). GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL. 9.ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EXXXES. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT.POWER AND T1 CABLES,GROUNDING 7.CONCRETE CYLINDER TEST IS NOT REQUIRED FOR SLAB ON GRADE WHEN CONCRETE IS LESS THAN 50 CUBIC YARDS TO.POWER,CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR CABLES AS SHOWN ON THE POWER.GROUNDING AND TELCO PLAN DRAWING. SUBCONTRACTOR SHALL UTILIZE (IBC1905.6.2.3)IN THAT EVENT THE FOLLOWING RECORDS SHALL BE PROVIDED BY THE CONCRETE SUPPLIER; (#34 AWG OR LARGER),600 V,OIL RESISTANT THAN OR THWN-2,CLASS B STRANDED COPPER CABLE RATED EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS NECESSARY.SUBCONTRACTOR SHALL CONFIRM THE (A)RESULTS OF CONCRETE CYLINDER TEST PERFORMED AT THE SUPPLIERS PLANT. FOR 90'C(WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED, ACTUAL ROUTING WITH THE CONTRACTOR. (B)CERTIFICATION OF MINIMUM COMPRESSIVE STRENGTH FOR THE CONCRETE GRADE SUPPLIED. , UNLESS OTHERWISE SPECIFIED. FOR GREATER THAN 50 CUBIC YARDS THE GC SHALL PERFORM THE CONCRETE CYUNDER TEST. Ti.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR(#6 AWG OR ` 1O.THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS,PAVEMENTS,CURBS,LANDSCAPING AND STRUCTURES.ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION 8.AS AN ALTERNATIVE TO ITEM 7.TEST CYLINDERS SHALL BE TAKEN INITIALLY AND THEREAFTER FOR EVERY 50 YARDS OF LARGER).600 V.OIL RESISTANT THHN OR THWN-2 GREEN INSULATION.CLASS B STRANDED COPPER CABLE OF THE OWNER. CONCRETE FROM EACH DIFFERENT BATCH PLANT. RATED FOR 90'C(WET AND DRY)OPERATION;LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED,UNLESS OTHERWISE SPECIFIED. 11.SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS COAXIAL 9.EQUIPMENT SHALL NOT BE PLACED ON NEW PADS FOR SEVEN DAYS AFTER PAD IS POURED,UNLESS IT IS VERIFIED BY 12.SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED OUTDOORS,OR BELOW GRADE,SHALL BE SINGLE CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY.ANTENNAS REMOVED SHALL BE RETURNED CYLINDER. TESTS THAT COMPRESSIVE STRENGTH HAS BEEN ATTAINED. TO THE OWNER'S DESIGNATED LOCATION. CONDUCTOR#3 AWG SOUD TINNED COPPER CABLE,UNLESS OTHERWISE SPECIFIED. STRUCTURAL STEEL NOTES:12.SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. 13.POWER AND CONTROL WIRING,NOT IN TUBING OR CONDUIT,SHALL BE MULTI-CONDUCTOR,TYPE TC 1.ALL STEEL WORK SHALL BE PAINTED OR GALVANIZED IN ACCORDANCE WITH THE DRAWINGS UNLESS OTHERWISE NOTED. CABLE(#34 AWG OR LARGER),600 V,OIL RESISTANT THHN OR THWN-2,CLASS B STRANDED COPPER CABLE 13.THE SUBCONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED HEREIN.THE SUBCONTRACTOR STRUCTURAL STEEL SHALL BE ASTM-A-36UNLESS OTHERWISE NOTED ON THE SITE SPECIFIC DRAWINGS.STEEL DESIGN, RATED FOR 90'C(WET AND DRY)OPERATION;WITH OUTER JACKET;USTED OR LABELED FOR THE LOCATION SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,AND INSTALLATION AND BOLTING SHALL BE IN ACCORDANCE WITH THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION(AISC)'MANUAL USED,UNLESS OTHERWISE SPECIFIED. PROCEDURES FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. OF STEEL CONSTRUCTION'. 14.ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE,COMPRESSION WIRE LUGS AND 14.SUBCONTRACTOR SHALL NOTIFY CHAPPELL 48 HOURS IN ADVANCE OF POURING CONCRETE OR BACKFILUNG 2.ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WIRENUTS BY THOMAS AND BETTS(OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR OPERATION AT NO TRENCHES,SEALING ROOF AND WALL PENETRATIONS&POST DOWNS,FINISHING NEW WALLS OR FINAL WHERE FILLET WELD SIZES ARE NOT SHOWN,PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE RISC'MANUAL OF STEEL LESS THAN 75'C(90'C IF AVAILABLE). ELECTRICAL CONNECTIONS FOR ENGINEERING REVIEW. CONSTRUCTION',9TH EDITION.PAINTED SURFACES SHALL BE TOUCHED UP. - 15.SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO COMMENCING ANY 15.RACEWAY AND CABLE TRAY SHALL BE USTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH WORK.ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS MUST BE VERIFIED. - 3.BOLTED CONNECTIONS SHALL USE BEARING TYPE ASTM A325 BOLTS 04.0)AND SHALL HAVE MINIMUM OF TWO BOLTS NEMA,UL ANSI/IEEE,AND NEC. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY DISCREPANCIES PRIOR TO ORDERING MATERIAL OR UNLESS NOTED OTHERWISE. 16.NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. PROCEEDING WITH CONSTRUCTION. 4.NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE%'DIA ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 17.ELECTRICAL METALLIC TUBING(EMT)OR RIGID NONMETALLIC CONDUIT(I.E..RIGID PVC SCHEDULE 40.OR 16.THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE)SHALL BE USED FOR EXPOSED SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON EXISTING EQUIPMENT 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHORS SHALL BE PER MANUFACTURER'S WRITTEN RECOMMENDED INDOOR LOCATIONS. MUST BE COORDINATED WITH CONTRACTOR.ALSO,WORK SHOULD BE SCHEDULED FOR AN PROCEDURE.THE ANCHOR BOLT,DOWEL OR ROD SDHALL CONFORM TO THE MANUFACTURERS RECOMMENDATION FOR APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS AFTER MIDNIGHT. EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS.NO REBAR SHALL BE CUT WITHOUT PRIOR CONTRACTOR APPROVAL 18.ELECTRICAL METALLIC TUBING(EMIT),ELECTRICAL NONMETALUC TUBING(ENT),OR RIGID NONMETALLIC WHEN DRIWNG HOLES IN CONCRETE.SPECIAL INSPECTIONS,REQUIRED BY GOVERNING CODES,SHALL BE PERFORMED IN CONDUIT(RIGID PVC,SCHEDULE 40)SHALL BE USED FOR CONCEALED INDOOR LOCATIONS. 17.SINCE THE CELL SITE IS ACTIVE,ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING AROUND HIGH ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS.ALL EXPANSION/WEDGE ANCHORS SHALL BE STAINLESS LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN PRIOR TO PERFORMING ANY STEEL OR HOT DIPPED GALVANIZED.EXPANSION BOLTS SHALL BE PROVIDED BY RAMSET/REDHEAD OR APPROVED EQUAL - 19.GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT(IMC)SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE WORK THAT COULD EXPOSE THE WORKERS TO DANGER.PERSONAL RF EXPOSURE MONITORS ARE TO BE WORN TO ALERT OF ANY DANGEROUS EXPOSURE LEVELS. 6.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW&APPROVAL ON PROJECTS REQUIRING STRUCTURAL 20.RIGID NONMETALUC CONDUIT(I.E.,RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80)SHALL BE STEEL USED UNDERGROUND;DIRECT BURIED,IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN TB.AT THE CONCLUSION OF THE CONSTRUCTION,AS-BUILT DRAWINGS SHALL BE PREPARED. THE AS-BUILT DRAWINGS SHALL - REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. BE SUBMITTED WITHIN 30 DAYS FROM THE DATE OF FINAL APPROVAL OF THE WORK TO THE BDPW-WSD,SHOWING THE 7.ALL STRUCTURAL STEEL WORK SHALL BE DONE IN ACCORDANCE WITH AISC SPECIFICATIONS. LOCATION AND DEPTHS OF ALL UG UTILITIES INSTALLED OR UNCOVERED DURING THE CONSTRUCTION FLEXIBLE METALLIC CONDUIT SOIL COMPACTION NOTES FOR SLAB ON GRADE: OUTDOORS,WHERE OCCURS OR FLEXIBILITY IS NE FLED EX)SHALL BE USED INDOORS AND SITE WORK GENERAL NOTES; 22.CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE 1.EXCAVATE AS REQUIRED TO REMOVE VEGETATION AND TOPSOIL TO EXPOSE NATURAL SUBGRADE AND PLACE CRUSHED STONE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 1.THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION. AS REQUIRED. 2.ALL EXISTING ACTIVE SEWER,WATER,GAS,ELECTRIC,AND OTHER UTILTIES WHERE ENCOUNTERED IN THE WORK,SHALL BE 2.COMPACTION CERTIFICATION:AN INSPECTION AND WRITTEN CERTIFICATION BY A QUALIFIED GEOTECHNICAL TECHNICIAN OR 23.CABINETS,BOXES.AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE e PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK,SHALL BE RELOCATED AS ENGINEER IS ACCEPTABLE. - WITH NEMA,UL ANSI/IEEE,AND NEC. DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRIWNG PIERS 24.CABINETS,BOXES,AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. AROUND OR NEAR UT1U1TES.SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW.THIS WILL INCLUDE 3.AS AN ALTERNATE TO INSPECTION AND WRITTEN CERTIFICATION,THE'UNDISTURBED SOIL'BASE SHALL BE COMPATCTED WITH BUT NOT BE UNITED TO A)FALL PROTECTION B)CONFINED SPACE C)ELECTRICAL SAFETY D)TRENCHING&EXCAVATION. 'COMPACTION EQUIPMENT'.LISTED BELOW.TO AT LEAST 90%MODIFIED PROCTOR MAXIMUM DENSITY PER ASTM D 1557 METHOD 25.WIREWAYS SHALL BE EPDXY-COATED(GRAY)AND INCLUDE A HINGED COVER,DESIGNED TO SWING OPEN 3.ALL SR WORK SHALL BE AS INDICATED ON THE DRAWINGS AND PROJECT SPECIFICATIONS. C. DOWNWARD;SHALL BE PANDUIT TYPE E(OR EQUAL);AND RATED NEMA 1 (OR BETTER)INDOORS,OR NEMA 3R 4.COMPACTED SUBBASE SHALL BE UNIFORM AND LEVELED.PROVIDE 6'MINIMUM CRUSHED STONE OR GRAVEL COMPACTED IN (OR BETTER)OUTDOORS. , 4.IF NECESSARY.RUBBISH,STUMPS,DEBRIS,STICKS,STONES AND OTHER REFUSE SHALL BE REMOVED FROM THE SITE AND 3'LIFTS ABOVE COMPACTED SOIL GRAVEL SHALL BE NATURAL OR CRUSHED WITH 100%PASSING#1 SIEVE. DISPOSED OF LEGALLY. 26.EQUIPMENT CABINETS,TERMINAL BOXES,JUNCTION BOXES,AND PULL BOXES SHALL BE GALVANIZED OR 5.AS AN ALTERNATE TO ITEMS 2 AND 3,THE SUBGRADE SOILS WITH 5 PASSES OR A MEDIUM SIZED VIBRATORY PLATE EPDXY-COATED SHEET STEEL SHALL MEET OR EXCEED UL 50,AND RATED RENA 1 (OR BETTER)INDOORS, 5.THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY FROM THE BTS EQUIPMENT AND TOWER AREAS. COMPACTOR(SUCH AS BOMAG BPR 30/38)OR HAND-OPERATED SINGLE DRUM VIBRATORY ROLLER(SUCH AS BOMAG BW 55E). OR NENA 3R(OR BETTER)OUTDOORS 6.NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND.FROZEN MATERIALS.SNOW OR ICE SHALL NOT AND SOFT AREAS THAT ARE ENCOUNTERED SHOULD BE REMOVED AND REPLACED WITH A WELL-GRADED GRANULAR FILL AND 27.METAL RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL BE GALVANIZED,EPDXY-COATED,OR NON- BE PLACED IN ANY FILL OR EMBANKMENT. COMPACTED AS STATED ABOVE. CORRODING;SHALL MEET OR EXCEED UL 514A AND NEMA OS 1;AND RATED NEMA 1 (OR BETTER) 7.THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO FINISHED SURFACE COMPACTION EQUIPMENT: INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. .• APPLICATION. 1.HAND OPERATED DOUBLE DRUM.VIBRATORY ROLLER,VIBRATORY PLATE COMPACTOR OR JUMPING JACK COMPACTOR. 28.NONMETALLIC RECEPTACLE,SWITCH,AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2;AND 8.ALL EXISTING INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE EXECUTION OF THE RATED NEMA 1 (OR BETTER)INDOORS,OR WEATHER PROTECTED(WP OR BETTER)OUTDOORS. WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE CONSTRUCTION NOTES; 29.THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR • WITH THE EXECUTION OF THE WORK,SUBJECT TO THE APPROVAL OF ENGINEERING,OWNER AND/OR LOCAL UTILITIES. 1.FIELD VERIFICATION: BEFORE COMMENCING-WORK ON THE AC POWER DISTRIBUTION PANELS. • 9.THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER,EQUIPMENT.OR . SUBCONTRACTOR SHALL FIELD VERIFY SCOPE OF WORK,AT&T ANTENNA PLATFORM LOCATION AND ANTENNAS TO 30.THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS,CABLES AND DRIVEWAY,SHALL BE GRADED TO A UNIFORM SLOPE AND STABILIZED TO PREVENT EROSION AS SPECIFIED IN THE PROJECT BE REPLACED. DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD SPECIFICATIONS. AGAINST LIFE AND PROPERTY. 2.COORDINATION OF WORK: 10.SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION.EROSION CONTROL MEASURES,IF SUBCONTRACTOR SHALL COORDINATE RF WORK AND PROCEDURES WITH CONTRACTOR. 31.ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS,NEC REQUIRED DURING CONSTRUCTION,SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES FOR EROSION AND SEDIMENT AND ALL APPLICABLE LOCAL CODES. CONTROL 3.CABLE LADDER RACK: 32.CONDUIT ROUTINGS ARE ..,...:.......1,. OR :'E�INSTALL CONDUITS SO THAT ACCESS TO SUBCONTRACTOR SHALL FURNISH AND INSTALL CABLE LADDER RACK.CABLE TRAY.AND CONDUIT AS REQUIRED EQUIPMENT IS NOT BLOCK:' tuOf •,` 11.THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH THE AT&T SPECIFICATION FOR SITE SIGNAGE. TO SUPPORT CABLES TO THE NEW BTS LOCATION. //\" ,' !I:�• 3 101/27/14 REVISED FOR CONSTRUCTION OK.1 fr.:N =-� `-"" AT&T MOBILITY CHAPPELL BARNSTABLE WATER TANK 2 09/17/13 REVISED FOR CONSiRUCT10N_ DKJ -/�.� CLE 1' [^� R.K. EXECUTIVE CENTRE - ,`a .���� ENGINEERING 201 BOSTON POST ROAD WEST ) AT&T MOBILITY I 05/07/13 ISSUED FOR CONSTRUCTION-FINAL pKJ J'`,=,1 •I"w„ V A SUITE 101 SITE# 1290 ���� 550 COCHIfUATE ROAD o.1 11/01/12 ISSUED FOR CONSTRUCTION oLu ( ; ; F '1� )► GENERAL NOTES ® ® SSOCIATES,LLC MARLBOROUGH, MA 01752 i SUITES 13 & 14 ►�6 / IE (508)481-7400 FRAMINGHAM, MA 01701 0 09/19/12 ISSUED FOR REVIEW www.chappellengineering.com 1118 MARY DUNN ROAD 1' NO. DATE REVISIONS BY N OKJ �•, L BARNSTABLE. MA 02675 ` yL *I J �2 No. Jog NO. -DWG.w.REV. . SCALE AS SHOWN DEIGNED:DKJ DRAWN:D Nri,L..�,.;.,�.? 21.008 1290 GO1 3 , j.'. ; �ONAI �r. • NOTES: NOTES: 1. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY CONSTRUCTION CONTROL SURVEYS AND - SEE FINAL RFDS FOR EQUIPMENT CONFIGURATION MAINTAINING ALL LINES AND GRADES REQUIRED TO CONSTRUCT ALL IMPROVEMENTS SHOWN HEREIN. -ANTENNAS &HARDWARE TO BE PAINTED TO MATCH WATER 2. ALL DIMENSIONS SHOWN THUS±ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND TANK COLOR AT LOCATION OF ANTENNA ELEVATIONS WHICH EFFECT THE CONTRACTORS WORK.CONTRACTOR TO VERIFY ALL DIMENSIONS WITH PROJECT - ALL TANK MOUNTED EQUIPMENT TO BE INSTALLED PER PROP.AT&T ANTENNAS • OWNER PRIOR TO CONSTRUCTION. 'HALEY AND WARD,STANDARDS TO MOUNT (1 PER SECTOR,TOTAL OF 3)8®3. NORTH ARROW SHOWN ON PLANS REFERS TO APPROXIMATE TRUE NORTH. PRIOR TO THE START OF COMMUNICATIONS EQUIPMENT ON MUNICIPAL WATER ON PROP.ANTENNA MOUNT • CONSTRUCTION,ORDERING OR FABRICATING OF ANTENNA MOUNTS,CONTRACTOR SHALL CONSULT WITH PROJECT STORAGE TANKS'' PROVIDED BY THE TOWN OF OWNER'S RF ENGINEER AND FIELD VERIFY ALL ANTENNA SECTOR LOCATIONS AND ANTENNA AZIMUTHS. _BARNSTABLE. PROP.9E SURGE ARRESTOR ©PROP.CABLE TRAY AROUND TANK FF (1 PER SECTOR,TOTAL OF 3) E 4. THE CONTRACTOR AND OR HIS SUB CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND ON PROP,MOUNTING PIPE BELOW RRUS ' 2 z INSPECTIONS WHICH MAY BE REQUIRED FOR THE WORK BY THE ARCHITECT/ENGINEER,THE STATE,COUNTY OR PROP. (12) 146'COAX, (1)FIBER "gam LOCAL GOVERNMENT AUTHORITY. Lu PROP.AT&T RRUS &(2) DC CABLES ROUTED WITHINF. 5, COORDINATION,LAYOUT,AND FURNISHING OF CONDUIT,CABLE AND ALL APPURTENANCES REQUIRED FOR (2 PER SECTOR,TOTAL OF 6)se PROP CABLE TRAYS PROPER INSTALLATION OF ELECTRICAL AND TELECOMMUNICATION SERVICE SHALL BE THE SOLE RESPONSIBILITY _ ON PROP, MOUNTING PIPE OF THE CONTRACTOR. °PROP.VERTICAL CABLE TRAY6. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH LOCAL UTILITY COMPANY REQUIREMENTS AND SPECIFICATIONS. EXIST.AT&T ANTENNAS 7. AU.(E)ACTNE SEWER,WATER,GAS,ELECTRIC.AND OTHER UTILITIES WHERE ENCOUNTERED IN THE (2 PER SECTOR'TOTAL OF 6)ee 1 TO BE RELOCATED ON PROP.ANTENNA MOUNT WORK,SHALL BE PROTECTED AT ALL TIMES,AND WHERE REQUIRED FOR THE PROPER EXECUTION 10 PROP. 10E SURGE ARRESTOR • OF THE WORK,SHALL BE RELOCATED AS DIRECTED BY ENGINEERS.EXTREME CAUTION SHOULD / MOUNTED TO PROP.CABLE TRAY BE USED BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR UTILITIES. i _�x CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. I I x-- ���x 7 8. ALL(E)INACTIVE SEWER,WATER,GAS,ELECTRIC AND OTHER UTILITIES,WHICH INTERFERE WITH THE 1 I � —x�—x�-"x Off. COAX BOXTER T OUTAT EXECUTION OF THE WORK,SHALL BE REMOVED AND/OR CAPPED,PLUGGED OR OTHERWISE I ( x APPROX.LOCATION OF FUN/RE ANK + A05 OF • DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, I CHAIN LINK FENCE(BY BWD) SUBJECT TO THE APPROVAL OF UTILITY COMPANY ENGINEERING. 1 * Q PROP. (12) 1 COAX, (1)FIBER& 9. THE AREAS OF THE PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE EQUIPMENT, 1 I / (2)DC CABLES ROUTED UNDERGROUND DRIVEWAY OR GRAVEL,SHALL BE GRADED TO A UNIFORM SLOPE,FERTILIZED,SEEDED AND I 1 /* o Q TO EXIST.WATER TANK COVERED WITH MULCH UNLESS OTHERWISE NOTED. 1 1 1 I * + 10. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN SOIL EROSION AND SEDIMENTATION CONTROLS \ 1 P `" AT ALL TIMES DURING CONSTRUCTION,AS REQUIRED.. I. I (// O� yR + JS EXIST.EQUIPMENT TO BE RELOCATED I 1 1 �y, y' `4r = — \ 0 TO PROP.CONCRETE PAD 1 1 \ x ©PROP.ICE BRIDGE STUD WELDING SPECIFICATIONS 1 1 1 v �x SPECIFICATION FOR STUD WELDING TO EXISTING WATER TANKS GENERAL I 1 I // \\ T.-T-,'� % / _ / \ �;� ©PROP.GPS ANTENNA MOUNTED _ , , i 1 1 EXIST 1� L'�, ' 1. WELDING STUDS SHALL BE FLANGED THREADED STAINLESS STEEL STUDS,GRADE 1010 THROUGH 1020, I 1 /iff T-MOBILE I \ t"■� TO PROP. ICE BRIDGE POST CONFORMING TO ASTM A-106'STEEL BARS,CARBON,COLD FINISHED,STANDARD OUAUTY.' 1 I - EQUIPMENT . I 1 x rP' a PROP,AT&T EQUIPMENT 2. STUDS MUST BE WELDED BY THE CAPACITOR DISCHARGE METHOD,NELSON NCD 100 SYSTEM,AS �• I 1 CABINET MOUNTED ON MANUFACTURED AND MARKETED BY TRW NELSON STUD WELDING DMSION,ELYRIA,OHIO(800)635-9353 1 ' �OR(216)329-0400 OR APPROVED EQUAL FILLET WELDS ARE NOT ACCEPTABLE. EXIST WATER TANK \ Al J = 0 PROP. CONC. PAD 3. CONTRACTOR SHALL RECEIVE THE OWNERS REQUIREMENTS FOR TANK INSPECTIONS PRIOR TO COMMENCING \ \ I \ ti -_----- WITH THE WORK ON THE TANK.THE INSPECTION REQUIREMENTS SHALL INCLUDE DURING THE INSTALLATION,AT 1 \ EXIST O/: ---=-------=--- T= � ©PROP. 10'z20'CONCRETE PAD THE CONCLUSION OF THE INSTALLATION AND(12)MONTHS FROM FINAL APPROVAL OF THE INSTALLATION. \ \ x - WATER DEPT EXIST WATER TANK /A•'v . . �- \ ACCESS PANEL I I ' / 4. CONTRACTOR SHALL COMPLY WITH AWS D1.1 AND AWS C5.4 FOR PROCEDURES, APPEARANCE AND QUALITY - \ / OF WELDS,AND FOR METHODS USED IN CORRECTING WELDING. ALL WELDERS AND WELDING PROCESSES \ _ - - / e PROP.CHAIN LINK FENCE SHALL BE QUALIFIED IN ACCORDANCE WITH AWS"STANDARD OUAUFICATION PROCEDURES.' CONTRACTOR I \ • �1 // • �� SHALL ADHERE TO AVIS RECOMMENDED"SAFE PRACTICES FOR WELDING.' 1 h� I 1 1 4 // PROP. PPC CABINET 5. WELDING PARAMETERS,MACHINE POWER AND DWELL TIME SHALL BE QUALIFIED FOR THE WELDING POSITION, \ \ „ J MATERIAL THICKNESS AND STUD SIZE TO BE USED. IF CHANGES IN THE SET-UP OCCUR AS DEFINED IN AWS I I z1 ,�\° �� / / PROP. 12'WIDE DOUBLE SWING GATE D1.1,THE PROCEDURE MUST BE REOUAIJFlED. \\ 1 \ - ', — = 6. CONTRACTOR SHALL SUBMIT CERTIFICATION OF WELDERS FOR STUD WELDING TO THE ENGINEER PRIOR TO `V/ I Ilk /it / / COMMENCEMENT OF THE WORK. \\\ .I / \ ��4^T — / 1 / 7. CLEANING PROCEDURES SHALL BE VERIFIED AS MEETING THE MINIMUM REQUIREMENTS PER THE AWS WELDING I \ \�c ———— —J % / HANDBOOK,VOLUME 2,"QUALITY CONTROL AND INSPECTION'FOR STUD WELDING. IF THE EXISTING COATING \ \ 1 ,,f / SYSTEM CONTAINS LEAD OR OTHER POTENTIALLY HAZARDOUS MATERIALS,SPECIAL PROCEDURES FOR REMOVAL / AND DISPOSAL WILL BE REQUIRED. I\ \\ qA / s� MT.AT&T EQUIPMENT TO BE s / / pq RELOCATED TO PROP.EQUIPMENT AREA +i B. 8. PREPARE SURFACE TO BE WELDED BY SPOT REMOVING PAINT TO BARE METAL USING POWER BRUSHING IN \ cy'g4N�/o (ALL EQUIPMENT INCLUDING,CONC. PAD, / / j ACCORDANCE WITH SSPC-SP71,(STEEL STRUCTURES PAINTING COUNCIL,SSPC-VIS 1-671). USE A 3N \\ li,I,��ggO2 Q U/G CONDUITS,ETC.TO BE REMOVED) / / /©PROP.U/6 UTILITY STRIP-N-CLEAN FLEXIBLE WHEEL OR APPROVED EQUAL A WIRE WHEEL IS NOT ACCEPTABLE. \ fNCf�.2 EXIST.PROPANE TANK fff ��ANTED TO 9. FOLLOW POWER TOOL CLEANING WITH A NON-FLAMMABLE SOLVENT CLEANING TO REMOVE ANY OILS, \ rBr lLq - / / ®' PROP• EQUIPMENT AREA CONTAMINANTS.RUST OR DIRT PRIOR TO STUD WELDING. (SSPC-SP1 BY STEEL STRUCTURES PAINTING \\ 4 6�f TO BE UHY TILITY / COUNCIL SSPC-VAS 1-671)STUD QUALIFICATION TESTING AND SAMPLING. \ '\ Willa\ d ( OTHERS) .‘. / / 10.THE QUALIFICATION OF STUD APPLICATION AND PRE-PRODUCTION TESTING SHALL BE IN ACCORDANCE \ \ / / WITH THE REQUIREMENTS OF CHAPTER 7"STUD WELDING'OF AWS D1.1. INITIAL QUALIFICATION \ \ t EXIST EN. SHED - J/ / / REPAIR DRIVEWAY AND CLEANUP TESTING SHALL BE PERFORMED UNDER INSPECTION BY THE ENGINEER. \ 4\ - I. FUTURE CHAIN LINK / / SITE AFTER WORK IS COMPLETE \ FENCE GATE LBY BI1D) x r / 11.BEFORE PRODUCTION,AT THE START OF EVERY SHIFT AND FOR EACH PARTICULAR SETUP,TESTING SHALL \ x xx .w, �/ • - BE PERFORMED ON THE FIRST TWO STUDS THAT ARE WELDED. TESTING IS TO BE PERFORMED AT THE x x-�>_ - _ ,Mwx '�'^ _-� / GENERAL LOCATION ON THE TANK OF THE STUDS TO BE INSTALLED. TESTING SHALL INCLUDE A VISUAL �\ `-- __ ---- / EXAMINATION OF THE STUD WELD FOR A FULL 360-DEGREE FLASH. IN ADDITION,THE TEST SHALL ----- INCLUDE TORQUE TESTING THE STUDS IN ACCORDANCE WITH THE FOLLOWING CRITERIA \�� _ PROP. 10'WIDE / ACCEEXISSST.ARF \ C FROM / STUD DIAMETER(IN) TESTING TORQUE(FT-LB) - ACCESS_- / - 5/16-TB UNC 6.0 ---- ------ - . • IF FAILURE OCCURS,THE PROCEDURE SHALL BE CORRECTED AND IWO MORE STUDS SHALL BE WELDED PROP.(2)VAULTS FOR POWER AND TESTED. &TELCO CONDUIT INTERCEPTS 0e 12.ALL PAINTED SURFACES AFFECTED BY WELDING OPERATIONS SHALL BE REPAINTED TO MATCH - ADJACENT EXISTING SURFACES. PAINTING SHALL INCLUDE COATING OF THE STUDS. PROP'2-GANG METER BANK&HOFFMAN BOX TO BE INSTALLED® COMPOUND PLAN 13.PRIOR TO RECOATING,SURFACES SHALL BE SOLVENT CLEANED TO REMOVE ANY OILS,CONTAMINANTS,RUST . OR DIRT PRIOR TO RECOATING. (SSPC-SP1 BY STEEL STRUCTURES PAINT COUNCIL SSPCOVIS 1-671). ON PROP.UTILITY BLACKBOARD SCALE:1' 10-0' • . 3 01/27/14 REVISED FOR CONSTRUCTION 06(J CAS .jam, �•U( rI[��;17r ® =CHAPPELL BARNSTABLE WATER TANK 2 09/17/13 REVISED FOR CONSTRUCTION DKJ -�z � ; 11r,.j. AT&T MOBILITY /''� R.K. EXECUTIVE CENTRE • AT&T MOBILITY 1 05/07/13 ISSUED FOR CONSTRUCTION- FINAL DOG/ CLEM•T� f V ENGINEERING 201 BOSTON POST ROAD WEST 550 COCHITUATE ROAD /r �` SUITE 101 0.1 11/01/12 ISSUED FOR CONSTRUCTION DKJ ,? COMPOUND PLAN SITE#1290 at&tS is L. ®ASSOCIATES,LLC MARLBOROUGH,MA 01752 SUITES 13 & 14 (508) 481-7400 0 09/19/12 ISSUED FOR REVIEW pKJ 1 I (r' ;. t T Ci • www.chappellengineerin9.com 1118 MARY DUNN ROAD .'' FRAMINGHAM, MA 01701 BARNSTABLE, MA 02675 NO. DATE I REVISIONS I BY .1* �>,,, •, ,r 'Vail JOB No. ONO.No.REV.ill 4. 1290 AO1 3 SCALE:1'410'-0' DEIGNED:DKJ DRAWN DKJ 11�,Si 11 f PROP. AT&T ANTENNAS NOTES: (1 PER SECTOR, TOTAL OF 3)ee - SEE FINAL REDS FOR EQUIPMENT CONFIGURATION • , ON PROP. ANTENNA MOUNT - ANTENNAS& HARDWARE TO BE PAINTED TO MATCH WATER TANK COLOR AT LOCATION OF ANTENNA • PROP. AT&T RRUS - ALL TANK MOUNTED EQUIPMENT TO BE INSTALLED PER • (2 PER SECTOR,TOTAL OF 6)ee _HALM CD WNSD, STANDARDS TO MOCNT IP ON PROP. MOUNTING PIPE \ COMMUNICATIONS EQUIPMENT ON MUNICIPAL WATER \\\ STORAGE TANKS' PROVIDED BY THE TOWN OF BARNSTABLE. dok CC EXIST (6LAT&T PANEL ANTENNAS _ - `- PROP. 10E SURGE ARRESTOR EL. = 98.-0"AGL ■ . 1 ¢ �MOUNTED TO PROP. CABLE TRAY q PROP. (3) PANEL ANTENNAS_ / T -I r EXIST. AT&T ANTENNAS EL = 98'-O'AGL - ellel (2 PER SECTOR. TOTAL OF 6) TO BE RELOCATED ON PROP. ANTENNA MOUNT I I i PROP. 9E SURGE ARRESTOR C)PROP. CABLE TRAY • (1 PER SECTOR, TOTAL OF 3)e� • .--q - II AROUND TANK ON PROP. MOUNTING PIPE BELOW RRUS • u El , SURFACE PREPARATION AND COATING REHABILITATION I - AT&T INSTALLATION ON MARY DUNN TANK NO.2 I NOTE: AU.METAL SURFACES AFFECTED OR DAMAGED BY OR DURING THE INSTALLATION OF THE AT&T COMMUNICATION EQUIPMENT SHALL - -AFTER INSTALLATION IS COMPLETED, NO LOOSE WIRES OR ' BE SURFACE PREPARED AND COATED IN ACCORDANCE WITH THE FOLLOWING: • - CABLES SHALL BE LEFT ON THE TANK ROOF, WALL OR NEAR 1.PRIOR TO SURFACE PREPARATION ANY EXTERIOR SURFACES REQUIRING SPOT COATING REPAIRS WILL REQUIRE POWER WASHING THE FOUNDATION AND PAD. ALL CABLES SHALL BE SECURED. TO REMOVE ALL SALTS AND OTHER CONTAMINANTS. - IN TRAYS 10'AWAY FROM ANY TANK SURFACE 2.SURFACE PREPARATIONS FOR NEW FABRICATIONS THAT ARE TO BE ADDED TO THE TANK AND PAINTED SHALL BE SURFACE • PREPARED TO A SSPC SP-6 CONDITION BY ABRASNE BLASTING,REMOVING ALL MILL SCAT F AND OTHER UNDESIRABLE CONTAMINANTS. - 3.SURFACE PREPARATION OF NEW FABRICATIONS INCLUDING THE CABLE TRAY AND MOUNTS THAT HAVE BEEN HOT DIPPED GALVANIZED SHALL BE SOLVENT WIPED IN ACCORDANCE WITH SSPC SP-1 AND PROVIDED WITH A MINIMUM 1.0 MIL PROFILE - _ UTIUZING A BRISTLE BUSTER OR SIMILAR TOOL TAKING CARE NOT TO REMOVE THE GALVANIZING ON SHARP EDGES. - 4.SPOT SURFACE PREPARATION OF EXISTING COMPONENTS OF THE TANK THAT WERE DAMAGED DURING THE INSTALLATION OF THE EQUIPMENT SHALL INCLUDE POWER WASHING AND SURFACE PREPARATION UTILIZING A BRISTLE BLASTER OR OTHER ROTARY 1 - PROP. VERTICAL CABLE TRAY WIRE BRUSH TO A SSPC SP-11 CONDITION,REMOVING RUST,OXIDES CORROSION PRODUCTS AND LOOSE OR DETERIORATED --1 .1. (PAINT TO MATCH) COATINGS,CREATING A PROFILE OF 1.0 TO 2.0 MIL WHERE POSSIBLE i o.WELL ADHERED COATINGS AT THE EDGE OF THE DAMAGED AREA SHALL BE ABRADED WITH A COURSE SANDPAPER TO - A TOOTH FOR THE OVERLAPPING PRIMER. 5.PRIME COAT FOR THE INTERIOR AND EXTERIOR NON-GALVANIZED STEEL SHALL BE TNEMEC SERIES I OMNITHANE FOR NEW _ • ' FABRICATIONS AND SPOT PRIMING OF EXISTING TANK COMPONENTS WITH DAMAGED COATINGS,APPUCATION SHALL BE BY THE REMOVE ALL CABLE TRAYS, - r PROP. (12) 19' COAX. (1) FIBER • SPRAY METHOD OR BRUSH APPLICATION FOR THE SPOT REPAIRS,APPUED TO A DRY FILM THICKNESS(DFT)OF 2.5 TO 3.5 CABLES AND MOUNTS THAT WILL & (2) DC CABLES ROUTED WITHIN MILS.MINIMUM SURFACE TEMPERATURE SHALL BE 35 DEGREES AND RISING. NO LONGER BE IN USE, - PROP. CABLE TRAYS • o.THE PRIMER SHALL FEATHER OUT AT THE TRANSITION BETWEEN THE STEEL AND EXISTING COATINGS,SUGHTLY OVERLAPPING PROPERLY DISPOSE OF THEM _ - THE EXISTING COATING. AND TOUCH UP COATING 6.INTERMEDIATE COAT FOR THE EXTERIOR NON-GALVANIZED STEEL SHALL BE TNEMEC SERIES N69 HIGH BUILD EPOIfYUNE II - - APPLIED TO A 2.0 TO 4.0 DFT,AND THE FINISH COAT SHALL BE TNEMEC SERIES 73 ENDURA-SHIELD APPLIED TO A 2.0 TO 4.0 OFT,BOTH SLIGHTLY OVERLAPPING THE EXISTING COATING WHERE THE APPUCATION WAS TO REPAIR DAMAGED COATINGS. _ MINIMUM SURFACE TEMPERATURE SHALL BE 50 DEGREES MID RISING FOR THE SERIES N69.MINIMUM SURFACE TEMPERATURE SHALL BE 35 DEGREES AND RISING FOR THE SERIES 73. - • 7.IN THE AREAS THAT HAVE TO BE ORANGE IN THE CHECKERBOARD AREA OF THE TANK,THE FINISH COAT SHALL BE TNEMEC - SERIES 73 ENDURA-SHIELD APPUED AT A MINIMUM 3.0 MIL OFT, AND THE COATING SHALL BE APPUED IN A NEAT STRAIGHT EXIST TANK ACCESS LADDER - - PATTERN MATCHING EXISTING. _ - • EL IF INTERIOR COATING IS DAMAGED FROM THE STUD WELDING PROCESS,THE REPAIR COAT SHALL BE PERFORMED UTILIZING TNEMEC SERIES 22FC 100%SOLIDS SPOT REPAIR COATING KIT,WITH APPLICATION APPROXIMATELY 35 DFT,SUGHTLY - 0 PROP. ICE BRIDGE OVERLAPPING THE ABRADED EXISTING COATING STMLM.MINIMUM SURFACE TEMPERATURE SHALL BE 35 DEGREES. 9.PRIME COAT FOR ALL GALVANIZED METAL SHALL BE TNEMEC SERIES N69 HIGH-BUILD EPDXYUNE II APPUED TO A 3.0 TO 3.5 MIL OFT AND THE FINISH COAT SHALL BE TNEMEC SERIES 73 ENDURA-SHIELD,APPLIED TO A 2.5 TO 3.5 MIL OFT. - ()PROP. GPS ANTENNA MOUNTED 10.THE AMBIENT AIR RELATIVE HUMIDITY MUST BE LESS THAN BO PERCENT,AND THE STEEL TEMPERATURE MUST BE AT LEAST 5 TO PROP. ICE BRIDGE POST DEGREES ABOVE THE DEW POINT. THE STEEL MUST BE DRY AND NO RAIN FALL PREDICTED WITHIN 4 HOURS OF THE - APPLICATION OF THE EXTERIOR COATS. - 11.FABRICATIONS THAT ARE GALVANIZED AND THE COATING HAS BEEN DAMAGED OR THE FABRICATION HAS BEEN FIELD CUT AT&T EQUIPMENT CABINETS SHALL BE SOLVENT WIPED IN ACCORDANCE WITH SSPC SP-1 AND TWO COATS OF ZRC GALWUTE GALVANIZING REPAIR PROP.AT&T RF SAFETY SIGNAGE _ QEXIST. RELOCATED FROM EXIST. PAD COMPOUND SHALL BE APPLIED TO APPROXIMATELY 1.5 OFT EACH. TO BE AFFIXED TO TANK AT - 12.ALUMINUM SURFACES FOR EXTERIOR USE THAT ARE TO BE PAINTED SHALL BE SOLVENT WIPED IN ACCORDANCE WITH SSPC BASE OF CLIMBING LADDER O PROP. AT&T EQUIPMENT SP-1 AND PROVIDED WITH A 1.0 TO 1.5 MIL PROFILE IRIUZING A BRISTLE BLASTER OR SIMILAR EQUIPMENT. THE PRIME - - ON COAT SHALL BE SERIES N69 HIGH-BUILD EPDXYUNE II APPLIED TO A 3.0 TO 3.5 MIL DFT AND THE FINISH COAT SHALL BE EXIST. WATER DEPARTMENT PROP. COAX BOX OUT AT® - AO5 PROP.CABINET MOUNTEDNC. PAD TNEMEC SERIES 73 ENDURA-SHIELD,APPUED TO A 2.5 TO 3.5 MIL DR BASE OF WATER TANK L ACCESS PANEL R 13.ALL FABRICATIONS OR MOUNTINGS THAT ARE TO BE CONNECTED OR MOUNTED TO EXISTING PANTED SURFACES SHALL HAVE - RUBBER TAPE OR SHEET INSTALLED BETWEEN THE EXISTING COATED SURFACE AND THE FASTENERS TO PREVENT DAMAGE TO EXIST T-MOBILE EQUIPMENT \--- r ©PROP: CHAIN LANK FENCE THE EXISTING COATINGS. ON CONCRETE PAD - •;. ;r ®i -- 14.APPROVAL FROM THE RESIDENT ENGINEER WILL BE REQUIRED INDICATING CONDITIONS ARE CORRECT FOR THE APPLICATION OF ' _j PROP• (12) 1 'COAX (1) FIBER &Q - � •COATINGS BEFORE STARTING. �1 ••?„t...*..,:. '�'(, I (2) DC CABLES ROUTED UNDERGROUND Q I TO EXIST. WATER TANK 0MI r' I Nur PROP. 10'x20' CONCRETE PAD GROUND LEVEL , I I I I 1T d .d•• EL. = 0'-0"AGL •••`1'-' • ` _ N._ _ ELEVATION 111!) OON PROP. 2-GANG METER BANK & �� SCALE:N.T.S. HOFFMAN BOX TO BE INSTALLED PROP. U/G UTILITY CONDUITS • - PROP. UTILITY BACKBOARD ROUTED TO PROP. EQUIPMENT AREA®, , • OF r�1_ ' 3 01/27/14 REVISED FOR CONSTRUCTION 'DKr ' .' `�>7• AT&T MOBILITY 2 09/17/13 REVISED FOR CONSTRUCTION =' �`� '� C CHAPPELL BARNSTABLE WATER TANKC R.K. EXECUTIVE CENTRE AT&T MOBILITY 1 05/07/13 ISSUED FOR CONSTRUCTION- FINAL III;* p 4`:Mf LE F 201 BOSTON POST ROAD WEST - - S I;. ENGINEERING SUITE TOT 550 COCHITUATE ROAD 0.1 11/01/12 ISSUED FOR CONSTRUCTION D Art I•y -4, SITE#1290 at&t �C �,, ELEVATION MARLBOROUGH,MA 01752 N SUITES 13 & 14 • 0 09/19/12 ISSUED FOR REVIEW ,• L _ ASSOCIATES,LLC (508)a91-7aoo FRAMINGHAM, MA 01701 14�,��� 1 382 1 c, www.cnappellengineering.com 1118 MARY DUNN ROAD NO. DATE REVISIONS la1L I ���j • • OG N0. JI>B N0. pWO,Np,111Y. BARNSTABLE, MA 02675 SCALE 1.-10'-0' DESIGNED:OKJ DRAWLY !G' ,Ar^ 1221.008 1290 A02 3 `:V. /OfYAI � - MST.ANTENNAS • (2 PER SECTOR.TOTAL OF 6) x ti =ti NOTES: lit TO BE REMOVED AND RELOCATED TO Q - SEE FINAL RFDS FOR EQUIPMENT CONFIGURATION a PROP. MOUNTS - ANTENNAS & HARDWARE TO BE PAINTED TO MATCH WATER TANK COLOR AT LOCATION OF ANTENNA -ALL TANK MOUNTED EQUIPMENT TO BE INSTALLED PER _ -_-- ;y,AV PROP. PANEL ANTENNA -: 'HALEY AND WARD, STANDARDS TO MOUNT - (1 PER SECTOR, TOTAL OF 3) 77 " COMMUNICATIONS EQUIPMENT ON MUNICIPAL WATER ON PROP. ANTENNA MOUNTING PIPE STORAGE TANKS' PROVIDED BY THE TOWN OF \ BARNSTABLE. K X \ X \ �X �—PROP. (12) 146'COAX, (1) FIBER / \ & (2) DC CABLES ROUTED WITHIN EXIST.ANTENNAS / \ PROP. CABLE TRAYS AROUND TANK (2 PER SECTOR,TOTAL OF 6) / \ EXIST. HORIZONTAL RELOCATED TO PROP. MOUNTS EXIST WATER TANK \1 MOUNTED COAX &ALL BRACKETS TO BE REMOVED I 1 1 1 I I EXIST WATER TANK I I 1 GUMTS 1 • BETA 1 - 1 . Ti UMTS ;; • I BE -. __ UMTSTA G It \ PROP. 10E SURGE ARRESTOR MOUNTED �i EXIST CLIMBING LADDER \ TO PROP. VERTICAL CABLE TRAY MP EXIST CLIMBING LADDER 11 DUST.VERTICAL CABLE \ K; (1�PERP. 9SECTORETOTALFR3) TRAY. CABLES dt ALL Y CRUSHED 'ROCK BRACKETS TO BE REMOVED ON PROP. MOUNTING PIPE MA 1 T,'CRUSHED STONE c Mrs ASTY I SIZE PROP. RRUS FINISHED GRADE ,TOTAL OF (4..4 ON PROP.ECTOR MOUNTING PIPE 6) • EXISTING ANTENNA LAYOUT el PROPOSED ANTENNA LAYOUT® SCALE:N.T.S. MIRAFl 600X GEOTECH SCARIFY AND COMPACT TOP SCALE:N.T.S. FABRIC.OR APP'D EQUAL 6'OF EXISTING GRADE GRAVEL YARD DETAIL e r ,.,-,���!/// SCALE:3/4' 1'-0" •� o s' 1'-a' Team a' GPS ANTOWA • COLLAR BRACKET • YDI1NT KIT PROP. UNISTRUT III ,K'� • SCH.,o■ta'LG THRU-BOLTED TO PROP. _ 1� VERTICAL CABLE TRAY (TYP 2) MN Gav PEE MOUNT UNIT PER ,` PROPOSED DUAL PA RRU • MANUFACTURER•s sPEc's `` • �. PROP. FIBER/DC it DISTRIBUTION BOX ` .�I . GROUND GPS MOUNTING STRUCTURE BACK +- '� PROP.BOL ICE BRIDGE TO EXTERIOR GROUND Sn1LM W/e2 THRU-BOLT L3x3x){e GALVANIZED ANGLE Mill SOLID BARE TINNED AND ATTACHED W/2 p WW_ HOLE LUG. p is N., o''':ii . p MOUNT TO ICE BRIDGE m PROP CABLE TRAY •p (2)b6'BOLTS(TYP.) I �. \�/ WELD PIPE TO ANGLE OR MOUNT WITH(2) _ GALVANIZED N U BOLTS AND HARDWARE • VII COAX CABLE MINIMUM e ' BENDING RADIUS PER PROPOSED DUAL BAND ANTENNA PROPOSED FIBER/DC PROPOSED SURGE SUPPRESSION MANUFACTURER'S STANDARD DISTRIBUTION ANTENNA DETAIL . EQUIPMENT DETAILS e GPS3 MOUNTING DETAIL ® 1OE MOUNTING DETAILS SCALE:N.T.S. SCALE:N.T.S. H OF ' " 3 01/27/14 REVISED FOR CONSTRUCTION DKJ CJ >4Il�y� �, 2 09/17/13 REVISED FOR CONSTRUCTION DKJ ,,�•„�' CLE ENTA. ,` AT&T MOBILITY ® ®CHAPPELL BARNSTABLE WATER TANK — R.K. EXECUTIVE CENTRE ENGINEERING 201 BOSTON POST ROAD WEST a • AT&T MOBILITY 1 OS/07/13 ISSUED FOR CONSTRUCTION - FINAL DKJ • "'•y� VVVV SUITE lot 550 COCHRUATE ROAD 1� MARLBOROUGH,MA 01752 SITE#1290 at&t SUITES 13 & 14 oa n/ot/t2 ISSUED FOR CONSTRUCTION DKr t e d G :�NTENNA MOUNTING PLAN & DETAILS -®ASSOCIATES,LLC 0 09/19/12 6SUED FOR REVIEW /' A (50p)a61-7400 FRAMINGHAM, MA onol 7lL 48happellengineering.com 1118 MARY DUNN ROAD f N0. OATS REVISbNS CH•'� /, A - NO. ,I�N0. Op•Np,REyBARNSTABLE, MA 02675 AS SHOWN DESIGNED:DKJ IDRAWN: ��(v1i4.I',� •v CAI 1.008 1290 k A03 3 i;``D • (NALtr. ' • ALL TANK MOUNTED CABLE TRAYS TO HAVE COVER ON FRONT AND REAR OF CABLE TRAY 18"WIDE PRE-GALVANIZED • PROP. 2"0 SCH. 40 SEE STUD WELDING NOTES ON AOT& I PROP. 2 0 SCH. 40 - STEEL MEDIUM DUTY CABLE ANTENNA MOUNTING PIPE SURFACE PREPARATION NOTES ON A02 MOUNTING PIPE TRAY WITH 9"RUNG SPACING PROP.CABLE TRAY STANDOFF FOOT, / SPACED 4'-0"O.C. 18 CA STEEL COVER ON FRONT AND REAR ' I CUT REUEF SLITS IN TRAY SIDES TO OF CABLE TRAY. FASTEN TO CABLE TRAY CONFIRM WITH WATER TANK RADIUS PER MANUFACTURER'S SPECIFICATIONS. (NUMBER AS REO'D TO MAINTAIN EXPOSED COVER,LADDER EDGE AND 111 PROP. (2) RRUS ON — FORM FITTING COVERS) STANDOFF TO SURFACE PREPARED AND `� PROP. MOUNTell PAIANTEDNTED TO MATCH WATER TANK. . a inkPROP. PANEL PROP. UPPER b6 GREEN STRANDED COPPER WITH 2-HOLE LUG BONDING JUMPER • ®PROP. UPPER HURRICANE CLAMPS(ATTACH AT ENDS ANTENNA IQ" v STANDOFF MOUNT 2 STANDOFF MOUNT SPLICE PLATE %� AND MIDDLE OF COVER SECTIONS) DRILL EXIST. WATER TANK ANGLE DRILL EXIST. WATER TANK ANGLE / WITHN(2) PROP.Y' BOLTS STANDOFF PROP. 9E SURGE ARRESTOR ® N(2,SIN oAI PROP. STANDOFF COP%(ATTACH COAX TO CABLE ON PROP. MOUNTING PIPE TRAY WITH CABLE T1Es,s'o.c.) - 4 (MOUNT BELOW RRUS) \ EXIST. WATER TANK ANGLE RAILING III. . EXIST. WATER TANK ANGCE RAILING PROP. LOWER c PROP. LOWER Q STANDOFF MOUNT 2'-a•* "MN OSTANDOFF MOUNT 1........ 1.11111° INSTALL PROP. STANDOFF WITH (4)3(e INSTALL PROP. STANDOFF WITH (4)3(e STAINLESS STEEL STUD-WELDED FASTENERS STAINLESS STEEL STUD-WELDED FASTENERS CONNECTION PLATES TO BE COATED CONNECTION PLATES TO BE COATED . CABLE TRAY DETAIL PROP.et/ U-BOLT FOR 1- PROP.)1"0 U-BOLT FOR II��.- AND SEALED WITH SIKAFLEX-1A • • AND SEALED WITH SIKAFLEX-1A SCALE:NOT TO SCALE MP)PIPE P) 2'0 PIPE (1YP) 4 I'� . EXIST. WATER TANK EXIST. WATER TANK NOTES: ANTENNA MOUNTING DETAIL ® RADIO MOUNTING DETAIL e - SEE FINAL RFDS FOR EQUIPMENT CONFIGURATION SCALE 1"=1' 0' SCALE i'=1'-0' - ANTENNAS& HARDWARE TO BE PAINTED TO MATCH WATER ALL TANK MOUNTED CABLE TRAYS' TANK COLOR AT LOCATION OF ANTENNA TO HAVE COVER ON FRONT AND - ALL TANK MOUNTED EQUIPMENT TO BE INSTALLED PER REAR OF CABLE TRAY "HALEY AND WARD, STANDARDS TO MOUNT ALL FASTENERS UP TO 14"TO BE COMMUNICATIONS EQUIPMENT ON MUNICIPAL WATER STAINLESS STEEL FASTENERS STORAGE TANKS" PROVIDED BY THE TOWN OF - . LARGER THEN Xi"MAY BE BARNSTABLE. STAINLESS STEEL OR GALVANIZED #6 GREEN STRANDED COPPER WITH 2-HOLE LUG BONDING JUMPER • SIKAFLEX-IA TO BE APPUED TO DRUID HOLES SIKAFLIX-1A TO BE APPLIED TO FACE OF ILL & FACE OF STANDOFF PRIOR TO BOLTING. y h. STANDOFF PRIOR TO BOLTING TO STUDS. AFTER SPLICE PLATE � AFTER INTERMEDIATE COATING HAS BE REPAIRED, TV? g INTERMEDIATE COATING HAS BE REPAIRED, : Y44 I1! / TYP 1 SIKAFLEX-1A TO BE APPLIED TO JOINT. SIKAF EX-1A TO BE APPLIED TO JOINT. MOUNT TO CABLE TRAY PER Ili O CONNECTION PLATES TO BE COATED O CONNECTION PLATES TO BE COATED 0.... MANUFACTURER'S REQ. / AND SEALED WITH SIKAFLEX-1A AND SEALED WITH SIKAFLEX-1A tB"WIDE PRE-GALVANIZED 2'GALV.ANTENNA 2'GALV.ANTENNA ^^• T STEEL MEDIUM DULY CABLE • MOUNTING PIPE ' ��A MOUNTING PIPE �Gr\% TRAY WITH 9"RUNG SPACING PROP. (2))4' BOLTS FOR CONNECTION ��j.I STUD-WELDEDPROP. (4)9(66 F STAINLESS SS STEEL / ' -'T Al TO EXIST. WATER TANK RAILINGFOR Lig0 PROP.Y2'0, U-BOLT �� „' PROP. (2)X2�0 U-BOLT CONNECTION TO TANK PROP. 4'xY" BENT PLATE COP((ATTACH COAX ���� PROP. B'z4'xY' THICK ro CABLE rlur wrrH . • FOR 2'ANTENNA FOR 2'ANTENNA PROP. ELDEY�THICK = CABLE TIES,TH D.C.) MOUNTING PIPE ( PLATE WELDED TO T.S. MOUNTING PIPE �'� PLATE WELDED TO T.S. HURRICANE CLAMPS(ATTACH AT ENDS AND MIDDLE OF COVER SECTIONS) PROP. 3'z3'x3(e TUBE STEEL PROP. 3"x3"x)(8"TUBE STEEL - II11111 (LENGTH AS REQ'D) ( (LENGTH AS REQ'D) PROP.CABLETRAYSTANDOFFFOOT,SPACED 4'-0"O.C.PROP. (2)3(e SraNlEss ® `I` PROP. ex6' 'THICK PROP. li'x8' �THICK I Ir PLATE WELDED TO T.S. III PLATE WELDED TO T.S. STEEL STUD-WELDED � FASTENERS FOR 18 GA STEEL COVER ON FRONT AND REAR _ • CONNECTION TO TANK of CABLE TRAY.FASTEN To CABLE TRAY PER MANUFACTURER'S SPECIFICATIONS. ALL FABRICATED ANTENNA EXPOSED COVER•LADDER EDGE AND MOUNTS TO BE HOT DIP ALL FABRICATED ANTENNA STANDOFF TO BE SURFACE PREPARED AND GALVANIZED POST FABRICATION MOUNTS TO BE HOT DIP I SIKAFLEX-1A TO BE APPLIED TO FACE OF V� PANTED TO MATCH WATER TANK. II GALVANIZED POST FABRICATION STANDOFF PRIOR TO BOLTING TO STUDS.AFTER INTERMEDIATE COATING HAS BE REPAIRED, , SIKAFLEX-1A TO BE APPLIED TO JOINT. • UPPER STANDOFF DETAIL ell LOWER STANDOFF DETAIL €111 CABLE TRAY STANDOFF el .. . ,, `I';,K SCALE-AB TRAY DETAIL 0 3 01/27/14 REVISED FOR CONSTRUCTION DKJ CJS ,� ,. ® CHAPPELL BARNSTABLE WATER TANK 2 09/17/13 REVISED FOR CONSTRUCTION DKJ CJS "�i �. � AT&T MOBILITY r^� R.K. EXECUTIVE CENTRE AT&T MOBIUTY 1 05/07/13 ISSUED FOR CONSTRUCTION- FINAL DKJ CJS `{ • I,fip/!rill!: l ENGINEERING 201 BOSTON POST ROAD WEST 'P Ili.VV SUITE 101 SITE#1290 550 COCHITUATE ROAD 0.1 11/01/12 ISSUED FOR CONSTRUCTION DKJ cJ ��� ; t 2 ANK MOUNTED EQUIPMENT DETAILS • ® ®ASSOCIATES,LLC MARLBOROUGH, MA 01752 SUITES 13 & 14 ,�1 (508)481-7400 FRAMINGHAM, MA 01701 0 09/19/12 ISSUED FOR REVIEW 01W •tIS o� •) I,!O(1 www.chappellengineering.com 1118 MARY DUNN ROAD BARNSTABLE, MA 02675 NO. DATE REVISIONS BY .HK I j!i� jj; y•,.. NO. JOB NO. END.N0.REV. . SCALE:AS SHOWN !DESIGNED:DKJ !DRAWN:DKJ l ii5: v /at4EN ' 1.008 1290 A04 3 tfr . - -' • 6'THK CONCRETE SLAB 1'CHAMFER(TYP) (10•X20•DIMENSIONS) #4012'EA.WAY 1 0• 0 25.0' �{ AWAY FROM�CONCRE E a 0 C OF SLAB FINAL 2'ABOVE GRADE • • T- . 1 TWIT=T T1 •_ 1=r=n n IL n4H=n= R H •1.1 11=t n-'I�1 1 4, 11' I 4.. `/J�if 0 ft 1'�� �_�1:�I117�n11:=-1r-�J 11:11..`I-:II i1.11.- - .n•11-- .n.111T 11 l¶-1T-1 IL•-11=IL-B-11=11=II-1-11=11 1I �I-f=1I lf-1f==11 • L COMPACTED CRUSHED STONE OR GRAVEL - EXCAVATE AS REQUIRED TO REMOVE VEGETATION& I- TOPSOIL EXPOSE UNDISTURBED NATURAL SUBGRADE \+ 15'-0• 7 \ 8 1 1/2•MIN.COVER(T&B) &PLACE CRUSHED STONE AS REQUIRED _�250 CONCRETE PAD DETAIL �x x x x x x x x� e ` PROP. CHAIN Ark SCALE:N.T.S. LINK FENCE • FRONT VIEW PLAN VIEW x �` �` LTE CABINET DETAIL GALAXY 0C r POKER \ • PLANT, SCALE:NOT TO SCALE e ;I�\ - I 0 I BBU&flF Li- ,... I /..' SHAPE ENCLOSURE TO MATCH EXIST. \O'0 .•...•..: j� WATER TANK.PROP.RUBBER/PLASTIC _ © _ EDGING TO PROTECT EXIST.WATER / TANK COSTING i NOKIA / • ��IL, / EMERSONGSM 1900 /O ailo // RBS 3205I x EXIST. EQUIPMENT TRENCH °FINISHED GRADE,AC OR CONC \ •"iI`• �� �� e•: x O GSNOKIA M 850 - // CABINETS TO BE • PAVING MATCH SLOPE& wi�I� •••.••.•••.••• o l�.° I RELOCATED TO PROP. THICKNESS OF EXISTING �.;:-:.... PROP. 16GA GALVANIZED SHEET ' I _ x _ CONCRETE PAD L METAL COVER W/FOLDED I � .•:•. J,� a CORNERS.PLACE OVER SIDE L_ - ?ri Halt '1l`17- �'':,.••••..` F",' ;. PANELS AND SCREW TOP COVER C IFTI.7 dir=irR UNDISTURBEDTO SIDE PANELS.PREPARE c ' TIC II' r=1=i „�� � 2 SURFACE AND PAINT TO MATCH � COMPACTED BACKFILL PER 0PROP. ICE BRIDGE v i =11= EXIST.WATER TANK 'iId III'= THE DESIGN AND o ' 1-1P ••VP'.U==1F- CONSTRUCTION SPECIFICATIONS II :0EA ..•O'.'I,S1f FOR LEAN CONCRETE �= - -RRU RACK • PROP. 10'x20' 1 _ t2'x12'X14'BASE PLATE W/(4) Q xis,CONCRETE PAD Ei -Tl. • 11='Ili'=11�I:11 _ . 6"(MIN) Ili LEAN CONCRETEB AL HIKED I HI BOLTS W/5"MN. . ___ I .00 C ] C (TYP) I r 2" MIN —� �' (HORIZ.&VERT.) COAX WITHIN(6)6•PVC I .. O PRO . G ANTENNA CONDUITS SCHEDULE 40. IIEY PART NO. DESCR�IION Ni,. r C)MOUPNTEDIO Y.- ICEBRIDGE PROP. III "1 WBLB72308 12•WAVEGl11DE BPoDGE SUPPORT BRACKET 2 I $ COMBINER — ICE BRIDGE POST NOTE:PROVIDE PROPER BENDING RADIUS FOR CONDUITS I eyll=' f• .2 MF-130 PIPE COLUMN _ 2 P RACK \ \ AS REQUIRED BY THE COAXIAL CABLE MFR. I-- 3 WB-CY110 12•SAFETY GRATING 1 I W —1I \I\ \\ 4 WB-K110BH HARDWARE KIT ITEM/5-16 1- BURIED COAX DETAIL . . - x CABINET MOUNTED EQUIPMENTPROP. LIE SCALE:NOT TO SCALE O CABLE BRIDGE DETAIL PROP. 16G4 GALV 9O I •PURGE[[ I PROP. CONCRETE PAD ID BENT STRIPS.SECURE • �{ SCALE:TUTS TO CONCRETE BASE UNIT FENCE TO MATCH EXISTING FENCE W/TAPCON ANCHORS. PROP. PPC CABINET INSTALLED BY BDPW-WSD AND Al PROVIDE DIAGONAL ADJUSTABLE RIDE AND SCREW SIDE COVERS x / ACCORDANCE WITH THE HYANNIS SPI POST TURNBUCKLE ASSEMBLY AT ALL CORNERS - TOGETHER WITH SHEET i WATER SYSTEM MASTER SPECIFICATIONS TOP RAIL 1. INSTALL FENCING PER HYANNIS WATER SYSTEM MASTER SPECIFICATIONS. METAL SCREWS(TYP) S.---� 2. INSTALL FENCING PER ASTM F-567,SWAG CATS PER ASTM F-900. PROP. (12) 1S"COAX, (1) FIBER do 3. ALL END POSTS,UNE POSTS PULL POSTS,POSTS FOR GATE LEAF,PIPES O(2) DC CABLE$ ROUTED UNDERGROUND s .' '' I''•-•-•-•"'"•"•"•'"•': IMRE GA. FOR GATE FRAME AND TOP RAILS SHALL BE CLASS 1,GRADE A, L ADS TO EXIST. WATER TANK iE'::;5•:•�444:••❖•••dSEAMLESS STEEL PIPE.SCHEDULE 40 PIPE PER ASTM A-53,COATED IN STRETCHER BLACK VINYL COATED BLACK VINYL - x x •BAR PROP.16GA 4. FABRIC SHALL BE 9 GA ZINC-COATED STEEL COATED IN BLACK VINYL GALVANIZED SHEET ••�• ••• ••• H DUTY 1•MESH AND A FBRIC HEIGHT OF 96•.CONFORMING TO ASTM A 392.HEAVY METAL SIDE PANELS 7 x • Aft r 'k I LATCH 5. TENSION WIRE SHALL BE 7 CA.GALV.STEEL . R x t 2 oPOST — A SP3 ND V N T 2 END POST R YARE SHALL BE 11 GA.GALV.STEEL MIN. AT POS AND RAILS A 6 E TS / \ m •4P2 PIPE•AT UNE P P 0 l \ SINGLE WRAP FABRIC TIE AT TENSION VARE BY HOG RINGS SPACED MAX S> / \ SP}PIPE AT PULL POST•• SPt PIPE le' 0V 440.MD OF 24'INTER ALSE {���:•:•••:;:;:;:;:;:;:;:• fRAME GATE WPOSITIVE LOCKING / \ F / M ANISMECH P Y WITH LOCAL 0 INAN F AR VA IT IR EN / \ '� •:'LE AF. 7. COM L RD CES 0 B BED RE PERM REOU EM TS C z IF REQUIRED. :L•:07ti NOTE L, •❖• ,.....---GROUND LEVEL & STEEL FENCE SYSTEM SHALL INCLUDE THE FENCE POSTS,FABRIC,GATE 1 CONTRACTOR m ASSEMBLE COVER N SUCH A WAY THAT FACILITATES 2— MINIM ••••••••••••••• 1 •�� SYSTEM AND ALL NECESSARY ERECTION ACCESSORIES,FITTINGS AND FUTURE D6-ASSEMBLY FOR� �PURPOSES s :•:'I'::�. • ki(`%' .............:..`: .:.:•.:'.:";..` __I mir I ..---. FASTENINGS.ALL FENCE SYSTEM COMPONENTS SHALL BE GALVANIZED IN f ACCORDANCE WITH ASTM A153.GATES SHALL BE SWING GATES WITH / 1. I. BOTTOM TENSION RARE Tj` - - 5'-0'LEAFS.REFER TO TYPICAL FENCE DETAIL FOR ADDITIONAL 2. BASE VS SECURED TO CONCRETE BASE NEED NOT BE REMOVABLE , C • •[ T�. L- _ - INFORMATION.INSTALL FENCE AFTER CONCRETE HAS ATTAINED 75X OF 26 3. USE CALV.TEK SCREWS OR STAINLESS SHEET META'SCREWS FOR v i I- T - DAY DESIGN STRENGTH. TOP AND SIDE PANEL ASSEMBLY. I1 DIA� - 4 TYPICAL FENCE DETAIL , SHEET METAL ENCLOSURE e , QUIPM LAYOUT 491 SCALE:3/8•= V-0• SCALE:N.T.S. •- . �h OF at9 ?� - 3 01/27/14 REVISED FOR CONSTRUCTION 1~ EME •P AT&T MOBILITY C =CHAPPELL BARNSTABLE WATER TANK z 09/17/13 REv1sED FOR CONSTRUCTION /e�� JUT S, /• • R.K. EXECUTIVE CENTRE AT&T MOBILITY 1 OS/07/13 ISSUED FOR CONSTRUCTION - FINAL ,T.=� my fj /y:1 � 201 BOSTON POST ROAD WEST (ci 1 ENGINEERING atsct 550 COCHTTUATE ROAD o.t n/Ot/t2 ISSUED FOR CONSTRUCTION _ SCUT 101 SITE#1290 't JMr • ! EQUIPMENT DETAILS ®ASSOCIATES,LLC MARLBOROUGH,MA 01752 SUITES 13 & 14 , l (soe)aa1-7aoo FRAMINGHAM, MA o1701 ° °9/18/tz NSIJm FOR REVIEW I t:l. / '4` "G tt�I I . „ T S. . v www•chappellengineering.com 1118 MARY DUNN ROAD __,�^ NO. DATE REVISIONS ` 4 t� CPA NO. JOB NO. DWG.NO.REV. BARNSTABLE, MA 02675 t(! ,R`'1t'ri` V . SCALE:AS SHOWN 'DESIGNED:DKJ 'ORA .DKJ /`'*y0,1_ _A... 1221.008 1290 A05 3 • . a . e NOTES; • 1. SUBCONTRACTOR SHALL PROVIDE A,SINGLE PHASE,200 AMP,3 • WIRE, 120/240 VAC,60HZ SERVICE FOR AT&T EQUIPMENT. 2. SUBCONTRACTOR SHALL COORDINATE WITH UTILITY COMPANY V ' BEFORE THE START OF CONSTRUCTION. POWER AND TELEPHONE ' CONDUIT SHALL BE PROVIDED AND INSTALLED PER UTILITY MAKE ALL CONNECTIONS AS PER UTILITY COMPANY'S REQUIREMENTS. _ - 2-GANG METER BANK W/DISCONNECT REQUIREMENTS. NEW UTILITY POLE AND MANU(LBY OF PASS LEVER 3. ALL SERVICE EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH 3-1� THE N.E.C.AND UTILITY COMPANY AND LOCAL CODE 1WEATHER HEAD I - REQUIREMENTS. Qr CAPPED(ToP) 4. SUBCONTRACTOR SHALL INSTALL 36'OF FLEX CONDUIT WITH ALL • L 240V,10,SW KV&MANUAL BY-PASS - T, CONDUIT FITTINGS(NUTS,REDUCING BUSHINGS,ELBOWS, 0.) 2-GANG METERBANK MILBANK 2272RL COUPLINGS,ETC.)NECESSARY FOR CONNECTION TO EACH RADIO EQUAL)W/200A CIRCUIT BREAKER • -UNISTRUT P1000 TYP CABINET.• AND LOCKABLE BREAKER DOOR ' ( ) •• 5. SUBCONTRACTOR SHALL PROVIDE ELECTRICAL SERVICE EQUIPMENT TO BE VERIFIED Ot FLEXIBLE COUPLINGS WITH FAULT CURRENT RATINGS GREATER THAN THE AVAILABLE EXIST.TELCO HOFFMAN PER MANUF.SPEC. , M AS REQUIRED(IF FAULT CURRENT FROM THE POWER UTILITY. 24 06'108'QUAZRE BOX ON PROP,UTILITY NECESSARY) " CRC CONDUIT VAULT P/N PG2436BA18 BACKBOARD I _ g POWER,CONTROL AND EQUIPMENT GROUND WIRING IN TUBING OR (2)4 0 RGS • CONDUIT SHALL BE SINGLE CONDUCTOR(#14 AWG AND LARGER), EXISTING TRANSFORMER I • - SRH 40 CONDUITS 600V,OIL RESISTANT THHN OR THWN-2,CLASS B STRANDED f . II / - FROM TRANSFORMER a COPPER CABLE RATED FOR HO'C(WET AND DRY)OPERATION; - t EXIST.GROUND CONDUIT '® T RGS CONDUITS ABOVE USTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM L .d PER UTILITY COMPANY GRADE SYEEP AND THROUGH . USED. REQUIREMENTS _ 7 ( ) - 7. CUT,COIL AND TAPE A 10 FOOT PIGTAIL FROM END OF FLEX 111 tilt " I /1 3'0 SCH.40GALV. CONDUIT FOR TERMINATION BY RADIO EQUIPMENT VENDOR. II • STEEL POST W/ - / THREADED END(TYP) 8. IF NOT ALREADY PROVIDED,CONTRACTOR SHALL SUPPLY#6 GND I � �-�III�I� fJ - _ WIRE FOR TELCO ATTACHMENT TO THE AT&T PROVIDED 5-HOLE J /�TO GROUND GROUND BAR AND A 110V ELECTRIC OUTLET MOUNTED TO TELCO `\ J • / RING(TYP OF 2) BACKBOARD \ �:, i= J _ TO EQUIPMENT i\ s 1 FINISHED GRADE PROPOSED LTE L�� - - PANEL ANTENNA • - LONG (3)A3/0&(1)/2AWG-2'C . • _i i, .� \` Z RADIUS BEND ' 1 I - \ ' I I; \ INTERCEPT EXIST.UTILITY CONDUITS AND ROUTE TO I P I EXIST.(2)3'C .. PROP.EQUIPMENT AREA (1)2'TELCO CONDUIT - - i'- e I '� I NOTE• - .. W/PULL STRING • - �,�y� DIMENSIONS TO BE EXIST.(1)4'C b `L' `L VERIFIED PER Li ' , . c -a MANUFACTURER'S SPEC I L a L: 12'0 PLAIN - "' - - CONCRETE PIER 1 '0 COAX CABLE POWER AND TELCO SINGLE LINE DIAGRAM METER BANK DETAIL ell (,YP ALL) SCALE:N.T.S. SCALE: 3/4--1'-0- 0 B' 1'-4' -B' 4'-O' LIE 700 LTE ARS REMOTE RADIO REMOTE RADIO HEAD UNIT HEAD UNIT' ..ii , 11 ET FIBER CABLE r DC POWER CABLE �_ ' 11 • SURGE ARRESTOR. LOAM AREA PAVED AREA woili ' TWO COURSES OF - 1-1/2'BITUMINOUS PAVEMENT FINISH GRADE 6 11LIGH YELLOW LOW WARNING TAPE 24'X36'TACOMA POWER - L • SAW-CUT TO STRAIGHT EVEN .233 VAULT UD,OR H2O EDGE BEFORE APPROVED EQUIVALENT =„R_,=_ _,,,��_- " - CONDUIT INTERCEPT TO BE A 360' RIGID STEEL CONDUIT .n` _ CUT OUT OF EXISTING CONDUIT. RIGID STEEL CONDUIT _ �y %v! :='J- 8'GRAVEL BASE 24'X36"TACOMA POWER 233 VAULT, INTERCEPTED CONDUIT TO BE IOOR PLUG �''.-'%-'.-'::•-' OR H2O APPROVED EQUIVALENT ACCESSIBLE IN VAULT AND AVAILABLE COUPLING. ♦ G^'.+.':;:i•':• ,. FOR FUTURE USE a EXISTING GRAD£ _ - _ SURGE ARRESTOR _ (2)#4'0 DC s ♦♦♦ .lY 6' _ - - F POWER CABLE '.. • 'j' 2 it GRADE ♦ COMPACTED BA 0.1 - I llLI SEAL.CONDUIT ENDS WITH STEEL / Q A.- ♦ PROPOSED CONDUITS I 1 WOOL AND'GREAT STUFF' - > s/\0' •T ''" •• \ :� \ ./- n NIIMI `>SA COMPACTED INSULATING FOAM SEALANT NP. (12)PAIR BUNDLED F ` (, (� PROCESSED CRAWL, - FIBER CABLE NOTES: _\ 4'MIN.ON All SIDES EX/STING CONDU/7 _ +_ * 1. ONE PROPOSED ANTENNA SHOWN, e _ (SEE NOTE) SCHEDULE 40 CONDUITS FOR NEW NOTE: -11 ..I -1 1=1 E I I I.. 11-1I- MAIN ALL SECTORS SIMILAR. , RIGID STEEL CONDUIT ELECTRICAL AND TELEPHONE SERVICES DETAIL AS SHOWN IS FOR NOTES. - (BASELAND) POWER.PLANT 2. NO MODIFICATIONS TO EXISTING _ 0 SEE UTILITY AND SITE PLANS.PROVIDE SECONDARY ELECTRIC SERVICE. CRUSHED STONE AND COOK PULL BOXES AS REWIRED, PRIMARY RICH VOLTAGE SERVICE 1.EXISTING CONDUIT MAY CONTAIN OTHER CABLE.EXERCISE UNIT ANTENNA PLUMBING REQUIRED. • AND COORDINATE INSTALLATION W/ALL REWIRES 4'CONCRETE CAUTION WHEN INTERCEPTING.DO NOT CUT EXISTING CABLE - EXISTING ANTENNAS NOT SHOW ` UTILITY COMPANIES FOR INTERFACING ENCASEMENT, - FOR CLARITY. PVC SCHEDULE 40 SIZE AS AT TERMINATOR POINTS.PROVIDE FULL 2.VAULTS ARE REQUIRED TO BE AASHTO H2O RATED FOR RIGID STEEL TO PVC SHOWN ON LAYOUTS LENGTH PULL ROPES(TYP.). TRAFFIC LOADING OR BETTER 3. SEE FINAL RF DATA SHEET FOR ADAPTOR w ANTENNA CONFIGURATION. DETAIL e BURIED CONDUIT DETAIL 411 .CONDUIT INTERCEPT DETAIL 0 - ONE NLINE y 'I d11k1 DI;. `'AM ® - ' SCALE:N.T.S. SCALE:NOT TO SCALE SCALE: • ` - 3 01/27/14 REVISED FOR CONSTRUCTION DKJ L 4 ;J_ I �•;•, AT&T MOBILITY C 2 09/17/13 REVISED FOR CONSTRUCTION ��' , ` /0 ��CHAPPELL R.K. EXECUTIVE CENTRE BARNSTABLE WATER TANK ►/ r� V , - �a ENGINEERING 201 BOSTON POST ROAD WEST �� � AT&T MOBILITY • 1 Q�/07/13 ISSUED FOR CONSTRUCTION - FINAL f 0.1 11 Ol 12 6SUED FOR CONSTTtUCT10N I ' I. _Fr.�SUITE t01 550 COCHITUATE ROAD w SITE#1290 / / I ELECTRICAL DETAILS MARLBOROUGH,MA 01752 ; SUITES 13 & 14 1 Q �J.t'On ASSOCIATES,LLC _ 0 09/19/12 SUED FOR REVIEIY J JOL(sob)aat-7aoo FRAMINGHAM, MA 01701 11 � 1/ ,, , ,. l www.chappellengineering.com 1118 MARY DUNN ROAD _..�`- NO. DATE REVISIONS :�_ ff ' BARNSTABLE. MA 02675 `` rNl/ 1 .C1 K�A No. JOB No. MG.No.REV. •' SCALE AS SHOWN IDESK:NED:DKJ IDRA lei: ;1. T „lg.- 1221.008 1290 E01 3 UNAt , R 1 - 1 • • • GROUNDING NOTES 41,1 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING 1. FACILITY GROUNDING SYSTEM AND UGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED)FOR STRICT COMPLIANCE WITH NOTES. THE NEC(AS ADOPTED BY THE AHJ),THE SITE-SPECIFIC(UL 2 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT LPL OR NFPA)LIGHTING PROTECTION CODE,AND GENERAL 3 GROUND WIRE DOWN TO ANTENNA GROUND BAR. COMPLIANCE WITH TELCORDIA AND BA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR \ 12'TO 24' 2.WEATHER PROOFING SHALL BE TWO-PART TAPE KIT.COLD SHRINK ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. SHALL NOT BE USED. 2. ALL GROUND ELECTRODE SYSTEMS(INCLUDING TO ANTENNAS TELECOMMUNICATION,RADIO,UGHTNING PROTECTION,AND AC RRU ,,'ri-- , ANTENNA CABLE POWER CES'S)SHALL BE BONDED TOGETHER,AT OR BELOW ' CABLE GRADE,BY TWO OR MORE COPPER BONDING CONDUCTORS IN GROUND KIT _ _ THAC SUBCOENTRACTOR WITH HE NLC. I / TEl RX1 TX2 RX2 WEATHERPROOFING 3. THE SHALL PERFORM IEEE FALL-OF-POTENTIAL , WEATHERPROOFING KIT _ RESISTANCE TO EARTH TESTING(PER IEEE 1100 AND 81)FOR _' (SEE NOTE 3) KIT ') NEW GROUND ELECTRODE SYSTEMS. #2 AWG SOUD TINNED �� ' rrrrr 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED COPPER(TP) � Iraal INSULATOR ■ GPS ANTENNA CABLE GROUND KIT COAX JUMPER GROUND KIT(TYP.) EQUIPMENT GROUND CONDUCTOR. STRANDED COPPER ii ttiitti1YY11 •i GROUNDING (7Yp,) CONDUCTORS WITH GREEN INSULATION,SIZED IN ACCORDANCE L---- 3 ��7 d6 AWG STRANDED COPPER GROUND (SEE NOTE) WITH THE NEC,SHALL BE FURNISHED AND INSTALLED WITH THE ALL SECTOR AND WATER TANK MOUNTED I UPPER CIGBE COAX CABLE KITS I WIRE(GROUNDED TO GROUND BAR) (SEE POWER CIRCUITS TO BTS EQUIPMENT. GROUND BARS TO BE INSTALLED WITHIN #6 AWG GREEN INS. NOTE 1 &2) CONNECTOR 5. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL PROPOSED CABLE TRAYS. 1 � COPPER(TYP) WEATHERPROOFING #6 AWG SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHENE A LOWER© ' NOTES. KIT(TYP.) 1 TEST RESULT OF 5 OHMS OR LESS ON TOWER SITES AND 10 CIGBE SEE NOTE 2 ANTENNA GROUND BAR, OHMS OR LESS ON ROOFTOP SITES.WHEN ADDING ELECTRODES, I 1 1.DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT. CONTRACTOR SHALL MAINTAIN A MINIMUM DISTANCE BETWEENTHE TO EXIST.GROUND c.:a•>`a c:ri:a SIMILAR TO DETAIL 3 WITHOUT RING/COUNTERPOISE L• --y m GROUND WIRE DOWN TO GROUND BAR. ,\ INSULATORS.BONDED DIRECTLY ADDED ELECTRODE ANDANY OTHER EXISTING ELECTRODES EQUAL r�� fps ANTENNA CABLE TO TOP OF MONOPOLE OR TO THE BURIED LENGTH OF THE ROD.IDEALLY,CONTRACTOR AS REVD - 2.GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS SUPPLIED OR TO BTS EQUIPMENT SHALL STRIVE TO KEEP THE SEPERATION DISTANCE EQUAL TO r- GROUND RECOMMENDED BY CABLE MANUFACTURER. • TYP. - TOWER. TWICE THE BURIED LENGTH OF THE RODS. -__-__-_ INSULATOR AWT GREEN BAR 3 TO(ANTENNA #2/0 GREEN 6. EXOTHERMIC WELDS SHALL BE PERMUTED ON TOWERS ONLY WITH ___1' WEATHER PROOFING SHALL BE TWO-PART TAPE SUPPLIED WITH KIT. E----- ------ 'INSULATED TO THE EXPRESS APPROVAL OF THE TOWER MANUFACTURER OR THE c �'---------- - COLD SHRINK SHALL NOT BE USED. SUPPORT PIPE LOWER CIGBE CONTRACTORS STRUCTURAL ENGINEER. 1 7. APPROVED ANTIOXIDANT COATINGS(I.E.,CONDUCTIVE GEL OR COAX CAR F KITS I © PASTE)SHALL BE USED ON ALL COMPRESSION AND BOLTED ✓� PROP.CONNECTION TO GROUND ROD W/TEST CONNECTION OF CABLE GROUND CONNECTION OF GROUND WIRE GROUND CONNECTIONS. ,; %! GROUND RING(TYP.OF 2) - WELL OF 1) 8. COAX BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY M® ® �'�' KIT TO ANTENNA CABLE TO GROUNDING BAR BONDED OR BOLTED WITH STAINLESS STEEL HARDWARE TO THE g ..:::,:i;;;;e;:'.: , - __-___ • BRIDGE AND THE TOWER GROUND BAR USING TWO-HOLE ®----------- :�. tw, ...1. ONNECTORS. i^3' ---- - 9. ALUMINUM CONDUCTOCAL TYPE BRASS ORCCOPPER CLAD STEEL CONDUCTOR DETAIL DETAIL S. \ h v .c, ---- - SCALE:N.T.S. - SCALE:N.T.S. ell 10.MSISCELLANNEOUS HALL NOT BE U ELECTRICAL SED FOR GAND NNON-ELECTRICAL DING NMETAL BOXES, /<I g �' I FRAMES IN ACCORDANCESUPPORTS SHALL THE NEC.BONDED TO THE GROUND �l yam, oe`o I I ©EQUIPMENT I GRADE I'. GROUND 11.METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE �+., ®BAR _ V&S,,v/ W/k,,W1 ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS OR BY GROUND ICE gi----, I EQUIPMENT PAD BONDING ACROSS THE DISCONTINUITY WITH 6 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. BRIDGE POSTS 12.GROUND CONDUCTORS USED IN THE FACILITY GROUND AND $ CADWELD LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED METER AND __-t THROUGH METALLIC OBJECTS THAT FORM A RING AROUND THE CONDUCTOR,SUCH AS METALLIC CONDUITS.METAL SUPPORT DISCONNECT CLIPS OR SLEEVES THROUGH WALLS OR FLOORS. WHEN IT IS ., '0 OM CGROUND ROD OPPER CLAD REQUIRED TO BE HOUSED IN CONDUIT TO MEET CODE REQUIREMENTS OR LOCAL CONDITIONS,NON-METALLIC MATERIAL Y00 STEEL 5/B'Oz RING GROUND SUCH AS PVC PLFSTIC CONDUIT SHALL BE USED. WHERE USE / ------- 10'-0'LONG j2 AWG BCW OF METAL CONDUIT IS UNAVOIDABLE(E.G.,NON-METALLIC GROUND RODS SOLID,TINNED CONDUIT PROHIBITED BY LOCAL CODE)THE GROUND CONDUCTOR SHALL BE BONDED TO EACH END OF THE METAL CONDUIT. (TYP OF 4) 13.CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP SOLID Q • OR STACKED.HACK-TO-BACK CONNECTIONS ON OPPOSITE SIDES 1 �NN�G COPPER(lYP) I N GROUND ROD OF THE GROUND ARE PERMITTED. TO EXIST. 14.THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SERVICE \ \rt: SCALE:N.T.S. fl) O �� 0 SEQUENCING GROUNDING AND UNDERGROUND CONDUIT GROUND - - CONDUITS I INSTALLATION O PREVENT ANY LOSS OF CONTINUITY IN THE __I AS T -- -------- --- Q 7/16- /,� ,�/ GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT. V o`°y, 15.USE OF 90'BENDS IN THE PROTECTION GROUNDING 96 AWG FROM ®` 2 o ° 9 CONDUCTORS SHALL BE AVOIDED WHEN 45'BENDS CAN BE #2 AWG SOLID TINNED COPPER `" • ANTENNA CABLE o ° ADEQUATELY SUPPORTED. IN ALL CASES,BENDS SHALL BE MADE (fYP)TO EXIST.GROUND RING GROUND KIT WITH A MINIMUM BEND RADIUS OF 8 INCHES. ! III GROUNDING RISER DIAGRAM \ °�° �`° ° ° (TYP OF 2)/COUNTERPOISE 7� © ��/ ®e 1 SEE DETAIL 5O8A 16.-EACH INTERIOR TRANSMISSION CABINET FRAME/PLINTH SHALL BE SCALE:N.T.S. GROUND BARI I I °1' DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH 8 AWG ON WALL, STRANDED,GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRE UNLESS NOTED OTHERWISE IN THE DETAILS.EACH OUTDOOR r,.....„ ..- FLOOR OR ON ANTENNA TOWER LEGEND CABINET FRAME/PLINTH SHALL BE DIRECTLY CONNECTED TO I 1- COPPER GROUND BAR,YX4'X2O',NEWTON INSTRUMENT CO. THE BURIED GROUND RING WITH 2 AWG SOLID TIN-PLATED \ 6'DIA SCH INSPECTION ' ' , ' I I I CAT.NO.B-6142 OR EQUAL HOLE CENTERS TO MATCH NEMA COPPER WIRE UNLESS NOTED OTHERWISE IN THE DETAILS. SLEEVE W/TSEA 40ADEDINS PVC COVER - DOUBLE LUG CONFIGURATION.(ACTUAL GROUND BAR SIZE WILL 17.EXOTHERMIC WELDS SHALL BE USED FOR FOR ALL GROUNDING VARY BASED ON NUMBER OF GROUND CONNECTIONS)2- CONNECTIONS BELOW GRADE. CONNECTIONS TO ABOVE GRADE SITE FINISH GRADE UNITS SHALL BE MADE WITH EXOTHERMIC WELDS WHERE TORS, INSTRUMENT CAT. �� 811; O 3- 5/8'IXIOCKWASHERSN NEWTON INSTRUMENT.�61-4 OR EQUAL HIGH PRESSOR MTh URE CRIMP HOLE C MECHANICAL MAYR ONLY BE •/• ' 0 O u CONNECTORS WITH STAINLESS STEEL HARDWARE INCLUDING SET - RING GROUND/2 CADWELD - I USED WITH WRITTEN PERMISSION FROM BECHTEL An SOUD BCW - CAT.NO.3015-8 OR EQUAL �pp� p�.��.- TELECOMMUNICATIONS MARKET REPRESENTATIVE. �p1�p �G�r •TWO HOLE LUG,OR . 4- WALL MOUNTING BRACKET.NEWTON INSTRUMENT CO. 18.ALL EXTERIOR GROUND CONNECTORS BETWEEN A ���� j�j CADWELD CONNECTION(TYP.) EXOTHERMIC WELD TO BE , CAT NO.A-6056 OR EQUAL EQUIPMENT/GROUND BARS AND THE GROUND RING,SHALL BE 2 N USED WITH#2 AWG BCW AWG SOLID TIN-PLATED COPPER UNLESS OTHERWISE INDICATED. • • Y2 AWG SOUD,TINNED TO BUILDING SER..GROUND ' 5- 5/B-11 X 1-HHCS BOLTS.NEWTON INSTRUMENT CO. 19.ALL WIRE TO WIRE GROUND CONNECTIONS TO THE ANTENNA COPPER GROUND WIRE OR GROUND RING CAT NO.3012-1 OR EQUAL GROUND RING SHALL BE FORMED USING HIGH PRESSURE CRIMPS OR SPUN BOLT CONNECTORS WHERE INDICATED IN THE DETAILS. /2 An SOUD BCW J� 1'x1O°NOTCH SLEEVE FOR 20.ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CABLE TO CABLE CADWELD "1'♦�' I�'�/" PASSAGE OF RING WIRE. -GROUND BARS AT THE BOTTOM OF TOWERS/MONOPOLES - 6- INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO G'L'L'e Y<' 1� SHALL ONLY USE EXOTHERMIC WELDS. TOWER/MONOPINE STRUCTURE.CONNECTION TO TOWER MONOPINE CORROSION RESISTANT MATERIAL L'DIE: ' '✓i1,1 PA��� SLEEVENDEBRISIOREX�F STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. 21.ON ROOFTOP SITES WHERE EXOTHERMIC WELDS ARE A FIRE HAZARD COPPER COMPRESSION CAP CONNECTORS MAY BE USED 1.VERTICAL POSTS SHALL BE BONDED TO THE RING AT EACH CORNER AND AT INSTALLATION OF GROUND FOR WIRE TO WIRE CONNECTORS.2 HOLE MECHANICAL TYPE EACH POST. TG IN AE MINIMUM ONE VERTICAL PRUTNSOHALL BE BONDED TO Y'- - . 5/8'COPPER CLAD BRASS CONNECTORS WITH STAINLESS STEEL HARDWARE. ~1 STAINLESS STEEL GROUND ROD WIRE TO GROUND BAR GROUND BAR DETAIL INCLUDING SET SCREWS SHALL BE USED FOR CONNECTION TO ALL ROOFTOP TRANSMISSION EQUIPMENT AND STRUCTUAL STEEL FENCE GROUNDING DETAIL €111 GROUND ROD TEST WELL DETAIL ® DETAIL ® 22.BOND ALL METAWC OBJECTS WITHIN 6 FT.OF THE BURIED GROUND RINGWITH 2 AWG SOLID TIN-PLATED COPPER GROUND CONDUCTOR.DURING EXCAVATION FOR NEW GROUND SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. SCALE:N.T.S. CONDUCTORS. IF EXISTING GROUND CONDUCTORS ARE �J�:��_�TOED,BOND EXISTING GROUND CONDUCTORS TO NEW ' .- CTORS. - do • • tQF 3 01/27/14 REVISED FOR CONSTRUCTION DKJ CJS •�� I I -' R.K.+EXECUTIVE CENTRE 550 COCHITUATE ROAD - - ',� CLEME ��„• AT&T MOBILITY ® CHAPPELL 201 BO�TOSUIE°jpROAD WEST BARNSTABLE WATER TANK � .,0/O7/13 ISSUED FOR CONSTRUCTION DKJ •1 '• �\ 2 09/17/13 REVISED FOR CONSTRUCTION DKJ VVVENGINEERING AT&TATOC MOBILITY 1 1T/07/13 ISSUED FOR CONSTRUCTION - F114M. DKJ J MARLBOROUGH,MA 01752 SITE#1290 a t8ct _ �L.�.-J `S �1L.� � GROUNDING DETAILS L. ASSOCIATES,LLC (508)481-7400 � - �A FRAM N�GHAM,3 MA 01701 0 09/19/12 ISSUED FOR REVIEW pKJ '' 1° r4•*j1 ` t - www.chappellengineering.com 1118 MART DUNN ROAD _ „ NO. DATE REVISIONS BY `^.'y��,`Of �' NO• JOB N0. OWO.N0.REV. BARNSTABLE, MA 02675 % i�0id(_• �� 1.008 1290 E02 3SCALE AS SHOWN IDFSIGNED:DKJ (DRAWN.0 _ ,�.(✓ _� ��}'• 14HtALEN�' • PROJECT INFORMATION rn � SCOPE OF WORK: TELECOMMUNICATIONS FACILITY UPGRADE (LTE 2C 2017): 11 , I W ill I, BASED OFF OF RFDS DATED: 03/28/16 PTN: 2101A066F0 I ' I WATER TANK: ! • REMOVE: (3) 9E SURGE ARRESTORS, (1) 10E, (2) DC POWER CABLES & (1) FIBER RUN \s INSTALL: (3) RRH'S, (3) SURGE ARRESTORS, (6) DC POWER CABLES & (3) FIBER RUNS SITE NUMBER: MA1290 EXISTING TO REMAIN: (6) ANTENNAS, (3) RRH'S, & (6) TWIN TMA'S EQUIPMENT AREA: SITE NAME: BARNSTABLE WATER TANK INSTALL: (2) DC12-48-60-0-25E SITE ADDRESS: 1118 MARYYDUNN RD TOWN NAME: BARNSTABLE DEPARTMENT OF PUBLIC BARNSTABLE, MA 02630 LATITUDE: 41.68832' N 41' 41' 18.0" N WORKS WATER SUPPLY DIVISION MARY DUNN 2 WATER TANK LONGITUDE: 70.28111' W 70' 16' 52.0" W TYPE OF SITE: WATER TANK/EQUIPMENT SHELTER PROJECT: LTE 2C 2017 UPGRADE OVERALL FA NUMBER: 10071549 WATER TANK HEIGHT: 104'-0"t RAD CENTER: 98'-0"t DRAWING INDEX REV VICINITY MAP GENERAL NOTES DIRECTIONS TO SITE: T-1 TITLE SHEET 5 HEAD NORTHEAST AND TURN RIGHT TOWARD SPEEN ST. TURN RIGHT ONTO SPEEN ST. TURN RIGHT 1. THIS DOCUMENT IS THE CREATION, DESIGN, PROPERTY AND COPYRIGHTED WORK OF AT&T. ANY ONTO COCHITUATE RD. USE THE RIGHT LANE TO TAKE THE RAMP TO DUPLICATION OR USE WITHOUT EXPRESS WRITTEN CONSENT IS STRICTLY PROHIBITED. DUPLICATION I-90/MASSPIKE/SPRINGFIELD/BOSTON. KEEP LEFT AT THE FORK, FOLLOW SIGNS FOR INTERSTATE 90 AND USE BY GOVERNMENT AGENCIES FOR THE PURPOSES OF CONDUCTING THEIR LAWFULLY W/MASSACHUSETTS TURNPIKE/WORCHESTER/SPRINGFIELD AND MERGE ONTO 1-90 W/MASSACHUSETTS AUTHORIZED REGULATORY AND ADMINISTRATIVE FUNCTIONS IS SPECIFICALLY ALLOWED. GN-1 GENERAL NOTES 5 TURNPIKE. MERGE ONTO 1-90 W/MASSACHUSETTS TURNPIKE. USE THE RIGHT 2 LANES TO TAKE EXIT 11A TO MERGE ONTO 1-495 S TOWARD CAPE COD. KEEP LEFT TO STAY ON 1-495 S. KEEP LEFT TO CONTINUE ON MA-25 E. TAKE EXIT 3 FOR U.S. 6 TOWARD BOURNE/HYANNIS. AT THE TRAFFIC 2. THE FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT INSTALLATION. IT IS ONLY CIRCLE, TAKE THE 2ND EXIT ONTO US-6 E/MAIN ST. USE THE RIGHT LANE TO TAKE THE US-6 E ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE MAINTENANCE AND THEREFORE DOES RAMP TO MA-6A/HYANNIS. CONTINUE ONTO US-6 E. TAKE EXIT 6 FOR MA-132 TOWARD NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT GOVERNED BY A-1 COMPOUND & EQUIPMENT PLANS 5 BARNSTABLE/HYANNIS. KEEP LEFT AT THE FORK TO CONTINUE TOWARD MA-132 S/IYANNOUGH RD. REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. SLIGHT RIGHT ONTO MA-132 S/IYANNOUGH RD (SIGNS FOR AIRPORT). TURN LEFT ONTO ATTUCKS LN/OLD RTE 132 ST. TURN LEFT ONTO INDEPENDENCE DR. TURN LEFT ONTO MARY DUNN RD. 3. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB DESTINATION WILL BE ON THE RIGHT IN 0.4 MI. SITE AND SHALL IMMEDIATELY NOTIFY THE AT&T REPRESENTATIVE IN WRITING OF DISCREPANCIES A 2 ANTENNA LAYOUT & ELEVATIONS 5 BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. A-3 DETAILS 5 y �, s1 i RF-1 RF PLUMBING DIAGRAM 5 ,: _, I ," j . 7 ayl lam' , G-1 GROUNDING DETAILS - •'. ' P w 1 y•�f[I4. -q • y , N f N` PROJECT -! -Th s� /,,r�-S� y - SITE ' rL. `f%" ;�. 1 72 HOURS yya `f) I • ,.7 i +. •a. f..__ 4. _ r - ® CALL 6(1'4 ..A � ' �� ` 4 - . . .���1:, f Vr BEFORE YOU DIG Vikri,r 1---- I4 }a , fh"�` '.4rx '` y�c. CALL TOLL FREE 1 - 888-DIG-SAFE a t. `b�� 1�1 , j r7k" :l:' OR CALL 811 � '" X UNDERGO ND SERVICE ALERT I' SITE NUMBER:MA1290 5 04/27/17 ISSUED FOR CONSTRUCTION R8 P 1 I DG I © SITE NAME: BARNSTABLE WATER TANK 4 0}/}0/17 ISSUED FOR CONSTRUCTION R8 RP DC , AT&T Dl1 TOWN NAME:BARNSTABLE DEPARTMENT OF C., } } t2/t9/t6 ISSUED FOR PERMITTINGRB . / / +Hudson EMPIRE telecom PUBLIC WORKS WATER SUPPLY DIVISION ats 1Design Groupuc MARY DUNN 2 WATER TANK V�` 2 07/22/16 ISSUED FOR PERMITTING S8 RP + TITLE SHEET 16 ESQUIRE ROAD BILLERICA, MA 01862 FA NUMBER:10071549 1 07/12/16 ISSUED FOR CONSTRUCTION JC RP + /' (LTE 2C) 1600'sOOOD STREET 1 1 18 MARY DUNN RD N0. DATE REVISIONS BY CHK ApP'. JOB NUMBER DRAWING NUMBER REV ISO o NORTH.SUITE 3090 el pn87 ssi-ssx TEL: (978) 608 8400 550 COCHITUATE ROAD BARNSTABLE, MA 0 N ' .1.R.MA01845 IAx_I9761336-558e FRAMINGHAM,MA 01701 SCALE: AS SHOWN I DESIGNED BY: JC DRAWN BY: RS `��r ;� .4 MA1290 T-1 5 BARNSTABLE COUNNTYTY S GROUNDING NOTES GENERAL NOTES 17. SUBCONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM 1. FOR THE PURPOSE OF CONSTRUCTION DRAWING, THE FOLLOWING DEFINITIONS SHALL APPLY: COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT DRAWINGS MUST BE VERIFIED. SUBCONTRACTOR SHALL NOTIFY THE CONTRACTOR OF ANY COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITE-SPECIFIC (UL, LPI, OR CONTRACTOR - EMPIRE DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRUCTION. NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) 18. THE EXISTING CELL SITE IS IN FULL COMMERCIAL OPERATION. ANY CONSTRUCTION WORK BY GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE OWNER - AT&T MOBILITY SUBCONTRACTOR SHALL NOT DISRUPT THE EXISTING NORMAL OPERATION. ANY WORK ON FINDINGS TO THE CONTRACTOR FOR RESOLUTION. EXISTING EQUIPMENT MUST BE COORDINATED WITH CONTRACTOR. ALSO, WORK SHOULD BE 2. PRIOR TO THE SUBMISSION OF BIDS, THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SCHEDULED FOR AN APPROPRIATE MAINTENANCE WINDOW USUALLY IN LOW TRAFFIC PERIODS SITE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION. RADIO, LIGHTNING BE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS. ANY DISCREPANCY FOUND AFTER MIDNIGHT. PROTECTION, AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, SHALL BE BROUGHT TO THE ATTENTION OF CONTRACTOR. • BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. 19. SINCE THE CELL SITE IS ACTIVE, ALL SAFETY PRECAUTIONS MUST BE TAKEN WHEN WORKING 3. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL AROUND HIGH LEVELS OF ELECTROMAGNETIC RADIATION. EQUIPMENT SHOULD BE SHUTDOWN 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH PRIOR TO PERFORMING ANY WORK THAT COULD EXPOSE THE WORKERS TO DANGER. APPLICABLE CODES, REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND PERSONAL RF EXPOSURE MONITORS ARE ADVISED TO BE WORN TO ALERT OF ANY DANGEROUS 1 SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. EXPOSURE LEVELS. NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE 20. APPLICABLE BUILDING CODES: 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND REGULATIONS. PARTICULAR ATTENTION IS DIRECTED TO THE BARNSTABLE DPW WATER SUBCONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CONDUCTOR. STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN DIVISION'S REQUIREMENTS FOR liESIGN AND APPROV; TO MOUNT OR MODIFY CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CIRCUITS TO BTS EQUIPMENT. COMMUNICATIONS EQUIPMENT ON AND NEAR THE HYANNIS WATER SYSTEM WATER CONTRACT AWARD SHALL GOVERN THE DESIGN. STORAGE TANKS (02/21/2013) BUILDING CODE: MA STATE BUILDING CODE 780 CMR 8TH EDITION 5. EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR 4. DRAWINGS PROVIDED HERE ARE NOT TO BE SCALED AND ARE INTENDED TO SHOW OUTLINE ELECTRICAL CODE: REFER TO ELECTRICAL DRAWINGS WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED ONLY. LIGHTENING CODE: REFER TO ELECTRICAL DRAWINGS COPPER OR LARGER FOR INDOOR BTS 2 AWG STRANDED COPPER FOR OUTDOOR BTS. 6. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 5. UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, SUBCONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON STANDARDS: 7. APPROVED ANTIOXIDANT COATINGS I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL THE DRAWINGS. ( AMERICAN CONCRETE INSTITUTE (ACI) 318; BUILDING CODE COMPRESSION AND BOLTED GROUND CONNECTIONS. 6. "KITTING LIST" SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY REQUIREMENTS FOR STRUCTURAL CONCRETE; 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO CONTRACTOR. ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE GROUND BAR. SUPPLIED BY THE SUBCONTRACTOR. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 9. ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR 7. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUAL OF STEEL CONSTRUCTION, ASD, FOURTEENTH EDITION; GROUNDING CONNECTIONS. MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-G, 10. MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND SUPPORTS 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE STRUCTURAL STANDARDS FOR STEEL SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE CONTRACTOR AND THE BARNSTABLE DEPARTMENT OF PUBLIC WORKS WATER SUPPLY EQUIPMENT AND ANTENNA SUPPORTING STRUCTURES; REFER 11. METAL CONDUIT SHALL BE MADE ELECTRICALLY CONTINUOUS WITH LISTED BONDING FITTINGS DIVISION (BDPW-WSD). TO ELECTRICAL DRAWINGS FOR SPECIFIC ELECTRICAL STANDARDS. OR BY BONDING ACROSS THE DISCONTINUITY WITH 6 AWS COPPER WIRE UL APPROVED FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING GROUNDING TYPE CONDUIT CLAMPS. 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND Ti CABLES, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING. MATERIAL, METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE 12. ALL NEW STRUCTURES WITH A FOUNDATION AND/OR FOOTING HAVING 20 FT. OR MORE OF SUBCONTRACTOR SHALL UTILIZE EXISTING TRAYS AND/OR SHALL ADD NEW TRAYS AS REQUIREMENT SHALL GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT 1/2 IN. OR GREATER ELECTRICALLY CONDUCTIVE REINFORCING STEEL MUST HAVE IT BONDED NECESSARY. SUBCONTRACTOR SHALL CONFIRM THE ACTUAL ROUTING WITH THE CONTRACTOR. AND A SPECIFIC REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. TO THE GROUND RING USING AN EXOTHERMIC WELD CONNECTION USING #2 AWG SOLID BARE 10. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, 21. THE SUBCONTRACTOR SHALL COORDINATE WITH HYANNIS WATER SYSTEM TINNED COPPER GROUND WIRE, PER NEC 250.50 LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT (MICHAEL GORENSTEIN, P.E. SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER. PROJECT MANAGER TOWN OF BARNSTABLE DPW - WATER SUPPLY DIVISION 11. SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS 47 OLD YARMOUTH ROAD, HYANNIS, MA 02601 COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY. ANTENNAS TEL: 508-775-0063, FAX: 508-790-1313 REMOVED SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION. CELL: 508-328-5295 E-MAIL: MICHAEL.GORENSTEIN©TOWN.BARNSTABLE.MA.US) 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION. ACCESS TO THE SITE, SCHEDULE OF WORK ETC. THE HWS HAS RIGHT TO DENY ACCESS TO THE SITE OUTSIDE OF AGREED UPON TIME FRAME OF CONSTRUCTION.3- 13. ALL CONCRETE REPAIR WORK SHALL BE DONE IN ACCORDANCE WITH AMERICAN CONCRETE THE SUBCONTRACTOR SHALL PROVIDE THE HWS REPRESENTATIVE AN ACCESS TO THE INSTITUTE (ACI) 301. BOOM CRANE TO REVIEW AND INSPECT THE WORK IN PROGRESS AND FINAL INSPECTION 14. ANY NEW CONCRETE NEEDED FOR THE CONSTRUCTION SHALL BE AIR-ENTRAINED AND SHALL 22. THE SUBCONTRACTOR SHALL REPAINT ALL ELEMENTS WHERE THE COATING HAS BEEN HAVE 4000 PSI STRENGTH AT 28 DAYS. ALL CONCRETE WORK SHALL BE DONE IN DAMAGED DURING CONSTRUCTION OR HAVE ANY DEFICIENCIES (PEELING PAINT. EXPOSED ACCORDANCE WITH ACI 318 CODE REQUIREMENTS. METAL, ETC) IN APPROPRIATE COLOR TO MATCH THE TANK PAINT. THE CONTRACTOR ABBREVIATIONS SHALL CONTACT TNEMEC PAINT COMPANY TO OBTAIN REQUIREMENTS FOR THE PAINT AND 15. ALL STRUCTURAL STEEL WORK SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE APPLICATION. PROPOSED PAINT SCHEDULE & SURFACE PREPARATION SHALL BE AGL ABOVE GRADE LEVEL EQ EQUAL REQ REQUIRED WITH AISC SPECIFICATIONS. ALL STRUCTURAL STEEL SHALL BE ASTM A36 (Fy = 36 ksi) SUBMITTED FOR REVIEW AND APPROVAL OF THE BDPW-WSD'S PEER REVIEW UNLESS OTHERWISE NOTED. PIPES SHALL BE ASTM A53 TYPE E (Fy = 36 ksi). ALL STEEL CONSULTANT IN ADVANCE. AWG AMERICAN WIRE GAUGE GC GENERAL CONTRACTOR RF RADIO FREQUENCY EXPOSED TO WEATHER SHALL BE HOT DIPPED GALVANIZED. TOUCHUP ALL SCRATCHES AND 23. ALL GROUNDING EQUIPMENT TO BE RELOCATED AS NEEDED TO KEEP 10" OTHER MARKS IN THE FIELD AFTER STEEL IS ERECTED USING A COMPATIBLE ZINC RICH PAINT. SEPARATION FROM THE TANK WALL. • BBU BATTERY BACKUP UNIT GRC GALVANIZED RIGID CONDUIT TBD TO BE DETERMINED 16. CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND "GENERAL CONSTRUCTION SERVICES 24. ALL COAX LINES, DC POWER CABLES & FIBER RUNS TO BE KEPT WITHIN THE BTCW BARE TINNED SOLID MGB MASTER GROUND BAR TBR TO BE REMOVED FOR CONSTRUCTION OF AT&T SITES." COPPER WIRE EXISTING CABLE TRAY AND NOT TO OCCUPY THE SPACE BETWEEN THE TRAY AND THE TANK WALL. BGR BURIED GROUND RING MIN MINIMUM TBRR TO BE REMOVED AND REPLACED 25. NO WELDING OF ANY KIND IS TO TAKE PLACE ON THE TANK OR ANY OF IT'S BTS BASE TRANSCEIVER STATION P PROPOSED TYP TYPICAL APPURTENANCES. • E EXISTING NTS NOT TO SCALE UG UNDER GROUND 26. AT THE CONCLUSION OF THE CON 7.13011 AS-BUILT DRAWINGS SHALL BE PREPARED. THE AS-BUILT DRA' ."'� §IA A,,^ SUBMITTED WITHIN 30 DAYS FROM RADIATION CENTER LINE THE DATE OF FINAL APPROV �OF�i • ''t`3 0 THE BDPW-WSD, SHOWING EGB EQUIPMENT GROUND BAR RAD VIF VERIFY IN FIELD (ANTENNA) THE LOCATION AND DEPTH UNDER 'I` I UTILITIES INSTALLED OR EGR EQUIPMENT GROUND RING REF REFERENCE UNCOVERED DURING THE E •LL�L LIHIN, J. yCih SITE NUMBER:MA1290 5 04/27/17 ISSUED FOR CONSTRUCTION RB •P/ J -1 SITE NAME: BARNSTABLE WATER TANK a 03/30/17 ISSUED FOR CONSTRUCTION RB RP CIVI I AT&T ® (n TOWN NAME:BARNSTABLE DEPARTMENT OF 3 t2/tB/16 ISSUED FOR PERMITTING RB „,44_ A ,� Hudson �k EMPIRE telecom PUBLIC WORKS WATER SUPPLY DIVISION /��JC�t GroUpuc mow:._- �A VVVVtttI 2 07/22/16 ISSUED FOR PERMITTING SB RP a GENERAL NOTES Design ® 16 ESQUIRE ROAD MARY •DUNN 2 WATER TANK BILLERICA, MA 01862 FA NUMBER:10071549 ! 1 07/12/16 ISSUED FOR CONSTRUCTION JC RP ��� G/STEREO �<c�`" (LTE 2C) 1600 OSGOOD STREET TEL: (978) 608-8400 1118 MARY DUNN RD •t BUILDING 20 NORTH,SUITE 3090 TEL:(978)557 5553 550 COCHITUATE ROAD NO. DATE REVISIONS BY CHK APP'•L FSS/ ><NG� JOB NUMBER DRAWING NUMBER REV N.ANDOVER,MA 01845 FAX:(978)336.5586 BARNSTABLE, MA 02630 ONAt. BARNSTABLE COUNTY FRAMINGHAM,MA 01701 SCALE: AS SHOWN DESIGNED BY: JC DRAWN BY: RS MA1290 GN-1 5 A • NOTE: ALL GROUNDING EQUIPMENT TO BE RELOCATED AS NEEDED TO KEEP 10" NOTE: SEPARATION FROM THE TANK WALL. REFER TO STRUCTURAL ANALYSIS , NOTE: ALL COAX LINES, DC POWER CABLES & FIBER RUNS TO BE KEPT WITHIN THE BY: HUDSON DESIGN GROUP, LLC, EXISTING CABLE TRAY AND NOT TO OCCUPY THE SPACE BETWEEN THE TRAY AND THE DATED: APRIL 4, 2017, (REV. 2) TANK WALL. FOR THE CAPACITY OF THE EXISTING STRUCTURES TO SUPPORT NOTE: NO WELDING OF ANY KIND IS TO TAKE PLACE ON THE TANK OR ANY OF IT'S THE PROPOSED EQUIPMENT. APPURTENANCES. 0 0 0. 0 0 0 0- 0 0 EXISTING 10'X20' CONCRETE PAD EXISTING CHAIN LINK FENCE • 0 EXISTING CHAIN LINK FENCE EXISTING TYCO DOUBLE WIDE • CABINET WITH POWER PLANT 0 I , EXISTING UMTS CABINET 0 EXISTING WATER TANK • 0 0 0- • • 0 EXISTING ICE BRIDGE (TYP.) 0 F. i EXISTING BTS CABINETS • EXISTING AT&T • EQUIPMENT PAD 0 • /7/ EXISTING H-FRAME 0 • EXISTING I EXISTING CHAIN PROPOSED (2) DC12 • (, WATER TANK • LINK FENCE MOUNTED ON EXISTING 0 H-FRAME O —1 I_ / EXISTING H-FRAME WITH RRU'S / Egs • EXISTING UNDERGROUND COAX 0 4 ' / CONDUIT (TOTAL OF 6) 're • / • EXISTING ACCESS I ;( 3 O GATE p een, • • EXISTING DIPLEXER RACK - 3] • O • 0 EXISTING BY PROPANE TANK • I 0 EXISTING PURCELL CABINET EXISTING UNDERGROUND CONDUIT RUNS WITH EXISTING ACCESS GATE (12) LINES OF 1-5/8" COAX TO REMAIN EXISTING ACCESS GATE EXISTING (2) DC POWER CABLES & EXISTING PPC 0 EXISTING GENERATOR (1) FIBER RUN TO BE REMOVED 0 BY OTHER (TYP.) • 0 0 0 0 o PROPOSED (2) RSSB-6W DC POWER CABLES & (1) FIBER RUN (PER SECTOR) IN 0 EXISTING UNDERGROUND CONDUITS 0 EXISTING UTILITY SHED BY OTHERS (TYP.) 0 0 0 ' EXISTING ACCESS GATE--7--------j\----- 14'53' 14'53' -. U W I Y L.3 I u,s Ca ~D EC uPii, D ce . Z (Z ~Z 2 EQUIPMENT PLAN 0�� _ jotCOMPOUND PLAN N 22x34 SCALE: 1/2"=1'-0" '� 4�,' —o' a—o' 6' o' 4 22x34 SCALE: 3/16"=1'-0" 0 2'-8' S'-a• 10'-8' 16'-0' 411x17 SCALE: 1/4"=1'-O" O' �DEREK J. Jl 11x17 SCALE: 3/32"=1'-0" 0 ', C'?rf;CE7 SITE NUMBER:MA1290 5 04/27/17 ISSUED FOR CONSTRUCTION RB -P/ �G`, --, — SITE NAME: BARNSTABLE WATER TANK a 03/30/17 ISSUED FOR CONSTRUCTION RB RP 1 ,G CI V cn I AT&T 2nl TOWN NAME:BARNSTABLE DEPARTMENT OF / r. Hudson , EMPIRE telecom PUBLIC WORKS WATER SUPPLY DIVISION ��QI� 3 12/19/t6 ISSUED FOR PERMITTING RB �, O f Design Groupuc4V MARY DUNN 2 WATER TANK ! {� 2 07/22/16 ISSUED FOR PERMITTING SB RP `3 OMPOUND & EQUIPMENT PLANS 16 ESQUIRE ROAD BILLERICA, MA 01862 FA NUMBER:10071549 1 07/12/16 ISSUED FOR CONSTRUCTION JC RP 1 j,(,`! G/STER��r �< (LTE 2C) 1600 OSGOOD STREET TEL: (978) 608-8400 1118 MARY DUNN RD NO. DATE REVISIONS BY CHK APP',, CS G�� JOB NUMBER DRAWING NUMBER REV BUILDING 20 NORTH.SUITE 3090 TEL: 19781 557-5553 BARNSTABLE, MA 02630 550 COCHITUATE ROAD S/ONAL EN N.ANDOVER,MA01845 fAX:(978)336-5586 BARNSTABLE COUNTY FRAMINGHAM,MA 01701 SCALE: AS SHOWN (DESIGNED BY: JC DRAWN BY: RS MA1290 A-1 5 5 ALPHA SECTOR ALPHA • ALPHA GSM/UMTS SECTOR NOT : NOTE: SECTOR LTE 10' 0 REFER TO STRUCTURAL ANALYSIS REFER TO THE FINAL RF DATA GSM/UMTS EXISTING RRH (TYP. OF 1 BY: HUDSON DESIGN GROUP, LLC, SHEET FOR FINAL ANTENNA EXISTING CABLE TRAY 0' } STL DATED: APRIL 4. 2017, (REV. 2) SETTINGS. - EXISTING RRH (TYP. OF 1 PER EXISTINGPER ATECTOR,&T TO ANTENNAAOF 3) FOR THE CAPACITY OF THE (TYP. OF 3 PER SECTOR, TOTAL OF 9) EXISTING STRUCTURES TO SUPPORT SECTOR, TOTAL OF 3) THE PROPOSED EQUIPMENT. EXISTING 9E SURGE ARRESTOR PROPOSED RRH (BELOW) (TYP. OF 1 PER SECTOR, (TYP. OF 1 PER EXISTING WATER TANK TOTAL OF 3) (TO BE REMOVED) TOP OF EXISTING WATER TANK SECTOR, TOTAL OF 3) BETA . digit — EXISTING AT&T ANTENNA / —� SECTOR EXISTING TWIN TMA (TYP. OF 2 PER ELEV. 104'-0"± (AGL) GSM/UMTS SECTOR, TOTAL OF 6) (BELOW) Ir ), (TYP. OF 3 SECTOR,TOTAL OF9) EXISTING 90' gli WATER J TANK BETA E OF LEV. 981ST01N (AG ANTENNAS I SECTOR • —_ GSM/UMTS EXISTING RRH (TYP. OF 1 1- — — — — — 90' PER SECTOR, TOTAL OF 3) T PROPOSED RRH (TYP. OF 1 GAMMA / PER SECTOR, TOTAL OF 3) A-2 , SECTOR i---- EXISTING TOP OF EXISTING WATER TANK BETA GSM/UMTS PROPOSED SURGE SECTOR 255' WATER ELEV. 104'-0"± (AGL) ARRESTOR LTE TANK t 30' GAMMA ml (TYP. OF 1 PER SECTOR i� i IF I I EXISTING AT&T ANTENNA SECTOR, TOTAL OF 3) GSM/UMTS (TYP. OF 3 PER SECTOR, • I r 255' T TOTAL OF 9) 14'53' GAMMA i� q OF EXISTING AT&T ANTENNAS/ �v = SECTOR / ELEV. 98-O"± (AGL) '' ' Z w Z O�0 O In a Z. I- LTE 250' I EXISTING WATER TANK Z I ' N 4 EXISTING ANTENNA LAYOUT®SCALE: N.T.S PROPOSED SURGE ARRESTOR(TYP. OF EXiSTWG 9E SURGE ARRESTOR TO REPLACE EXISTING (TYP. OF 1 PER SECTOR, TOTAL OF13)PER SECTOR, TOTAL OF 3) (TO BE REMOVED) ENLARGED ANTENNA ELEVATION e ALPHA 22x34 SCALE: 1 4"=1'-0" SECTOR ALPHA / 0 2'-0" 4'-0" 8'-0" 12.-0" ALPHA SECTOR 11x17 SCALE: 1/8"=1'-0" 1 SECTOR GSM/OUMTS LTE 10' GSM/UMTS EXISTING RRH (TYP. OF 1 EXISTING CABLE TRAY 0 PER SECTOR, TOTAL OF 3) .........../..........................2) EXISTING AT&T ANTENNA • (TYP. OF 3 PER SECTOR, TOTAL OF 9) , EXISTING UNDERGROUND CONDUIT RUNS WITH PROPOSED RRH (TYP. OF 1 PER (12) LINES OF 1-5/8" COAX TO REMAIN / BETA SECTOR, TOTAL OF 3) (BELOW) PROPOSED SURGE ARRESTOR EXISTING (2) DC POWER CABLES & —� SECTOR EXISTING WATER TANK GSM/UMTS (TYP. OF 1 PER SECTOR, (1) FIBER RUN TO BE REMOVED EXISTING 90' TOTAL OF 3) (BELOW) PROPOSED (2) RSSB-6W DC POWER CABLES WATER EXISTING TWIN TMA (TYP. OF 2 PER & (1) FIBER RUN (PER SECTOR) IN TANK BETA SECTOR SECTOR, EXISTING UNDERGROUND CONDUITS TOTAL OF 6) (BELOW) GSM/UMTS 90' GAMMA BETA SECTOR �i NOTE: ALL GROUNDING EQUIPMENT TO BE RELOCATED AS NEEDED TO KEEP 10" SECTOR GSM/UMTS EXISTING SEPARATION FROM THE TANK WALL. _ LTE 255' WATER 130' TANK NOTE: ALL COAX LINES, DC POWER CABLES & FIBER RUNS TO BE KEPT WITHIN THE • GAMMA EXISTING CABLE TRAY AND NOT TO OCCUPY THE SPACE BETWEEN THE TRAY AND THE At GROUND LEVEL SECTOR i--- TANK WALL. REVISIONS TO THE CABLES WILL HAVE A MINIMAL EFFECT OF THE ELEV. 0'-0"± (AGL) GSM/UMTS STRUCTURAL LOADING ON THE CABLE TRAY SYSTEM 14'53' 255' NOTE: NO WELDING OF ANY KIND IS TO TAKE PLACE ON THE TANK OR ANY OF IT'S L) '.\---_ = GAMMA ✓ APPURTENANCES. ` 2 w a Z�M z LTE C2050' NOTE: EXISTING CABLE TRAYS SHALL BE RESTORED OF ANY MISSING COVERS OR ELEVATION 3 HURRICANE CLAMPS (2 PER COVER). ANY EXISTING AT&T STRUCTURE OR CABLE 22x34 SCALE: 1/8"=1'-0" 0" 8' 0" 16' 0" 24'10" -2 x CLEARANCES LESS THAN 10-IN. FROM THE TANK WALL SHALL BE CORRECTED TO 11x17 SCALE: 1/16"=1' '-\ ' h S II PROVIDE REQUIRED CLEARANCE. ANY DEFECTIVE PAINT SHALL BE REPAIRED AND NEW ��P siCy 4 PROPOSED ANTENNA LAYOUT COVERS PAINTED TO MATCH EXISTING. c SCALE: N,T.S �, DEREK J. J Cr/IIE;'\F:1C F. , SITE NUMBER:MA1290 5 04/27/17 ISSUED FOR CONSTRUCTION RB P 4 g C�U( Ln •AT&T SITE NAME: BARNSTABLE WATER TANK 1' 4 03/30/t 7 ISSUED FOR CONSTRUCTION RB RP e¢ ((1� TOWN NAME:BARNSTABLE DEPARTMENT OF r at A 3 12/19/16 ISSUED FOR PERMITTING RB J Hudson E M PRE telecom PUBLIC WORKS WATER SUPPLY DIVISION JVLC Design Groupuc �D MARY DUNN 2 WATER TANK �� 2 07/22/16 ISSUED FOR PERMITTING SB RP C TENNA LAYOUT & ELEVATIONS 16 ESQUIRE ROAD y ; 1 07/12/16 ISSUED FOR CONSTRUCTION JC RP G7STERE� \� (LTE 2C) • BILLERICA, MA 01862 FA NUMBER:10071549 F 1600 OSGOOD STREET 1118 MARY DUNN RD NO. DATE REVISIONS BY CHK APP' FS G> J08 NUMBER DRAWING NUMBER REV BUILDING 20 NORTH,SUITE 3090 TEL:(978)557-5553 TEL: (978) 608-8400 BARNSTABLE, MA 02630 550 COCHITUATE ROAD S/ONAL EN N.ANDOVER,MA 01845 FAX:(978)336-5586 BARNSTABLE COUNTY . FRAMINGHAM,MA 01701 SCALE: AS SHOWN DESIGNED BY: JC DRAWN BY: RS ��� MA1290 A-2 5 I_-___ • SURFACE PREPARATION AND COATING REHABILITATION SPECIFICATIONS NOTE: ALL GROUNDING EQUIPMENT TO BE RELOCATED AS NEEDED TO KEEP 10" NOTE: FOR USE FOR COATING REPAIRS ON MARY DUNN 2 TANK SEPARATION FROM THE TANK WALL. REFER TO STRUCTURAL ANALYSIS AT&T CELLULAR INSTALLATION MODIFICATIONS PROJECT NOTE: ALL COAX LINES, DC POWER CABLES & FIBER RUNS TO BE KEPT WITHIN THE BY: HUDSON DESIGN GROUP, LLC, , ALL METAL SURFACES AFFECTED OR DAMAGED BY OR DURING THE INSTALLATION OF THE COMMUNICATION EXISTING CABLE TRAY AND NOT TO OCCUPY THE SPACE BETWEEN THE TRAY AND THE DATED: APRIL 4, 2017, (REV. 2) EQUIPMENT SHALL BE SURFACE PREPARED AND COATED IN ACCORDANCE WITH THE FOLLOWING: TANK WALL. FOR THE CAPACITY OF THE • EXISTING STRUCTURES TO SUPPORT . 1. PRIOR TO SURFACE PREPARATION ON ANY EXTERIOR SURFACES REQUIRING SPOT COATING REPAIRS NOTE: NO WELDING OF ANY KIND IS TO TAKE PLACE ON THE TANK OR ANY OF IT'S THE PROPOSED EQUIPMENT. WILL BE POWER WASHED TO REMOVE ALL SALTS AND OTHER CONTAMINANTS. . • APPURTENANCES. 2. PRIOR TO SURFACE PREPARATION ON ANY INTERIOR NON-WETTED SURFACE, THE AREA SHALL BE NOTE: SOLVENT WIPED IN ACCORDANCE WITH SSPC SP-1. REFER TO THE FINAL RF DATA 3. SURFACE PREPARATIONS FOR NEW NON-GALVANIZED FABRICATIONS THAT ARE TO BE ADDED TO THE SHEET FOR FINAL ANTENNA TANK AND PAINTED SHALL BE SURFACE PREPARED TO A SSPC SP-6 CONDITION BY ABRASIVE SETTINGS. • BLASTING, REMOVING ALL MILL SCALE AND OTHER UNDESIRABLE CONTAMINANTS. 4. SPOT SURFACE PREPARATION OF EXISTING COMPONENTS OF THE TANK THAT WERE DAMAGED DURING • THE INSTALLATION SHALL BE PERFORMED WITH A BRISTLE BLASTER OR OTHER ROTARY WIRE BRUSH ' TO A SSPC SP-11 CONDITION, REMOVING RUST, OXIDES CORROSION PRODUCTS AND LOOSE OR - DETERIORATED COATINGS, CREATING A PROFILE OF AT LEAST 1.0 MIL WHERE POSSIBLE. • • A. WELL ADHERED COATINGS AT THE EDGE OF THE DAMAGED AREA SHALL BE ABRADED WITH A COURSE SANDPAPER TO PROVIDE A TOOTH FOR THE OVERLAPPING PRIMER. 5. PRIME COAT FOR THE INTERIOR AND EXTERIOR SHALL BE TNEMEC SERIES I OMNITHANE FOR NEW EXISTING WATER TANK WALL EXISTING WATER TANK WALL FABRICATIONS AND SPOT PRIMING OF EXISTING TANK COMPONENTS WITH DAMAGED COATINGS, APPLICATION SHALL BE BY THE SPRAY METHOD FOR NEW FABRICATIONS AND BRUSH APPLICATION _ FOR THE SPOT REPAIRS, APPLIED TO A DRY FILM THICKNESS (DFT) OF 2.5 TO 3.5 MILS. ' A. THE PRIMER SHALL FEATHER OUT AT THE TRANSITION BETWEEN THE STEEL AND EXISTING COATINGS, OVERLAPPING THE EXISTING COATING. 6. INTERMEDIATE AND FINISH COATS FOR THE INTERIOR DRY SURFACES INCLUDING PLATFORMS AND OTHER SIMILAR SURFACES SHALL BE TNEMEC SERIES N140 POTA-PDX PLUS, APPLIED TO A 3.0 TO EXISTING RRH TO REMAIN EXISTING RRH TO REMAIN 3.5 MILS OFT EACH, AND SLIGHTLY OVERLAPPING THE PRIME COAT, COLOR TO MATCH EXISTING. • • (TYP. OF 1 PER SECTOR, (TYP. OF 1 PER SECTOR, CIi" I11� 1 7. INTERMEDIATE COAT FOR THE EXTERIOR DAMAGED SURFACES OR NEW FABRICATIONS SHALL BE TOTAL OF 3) TOTAL OF 3) TNEMEC SERIES N69 HI-BUILD EPDXYLINE II, APPLIED TO A 3.0 TO 4.0 MILS DFT, SLIGHTLY EXISTING STEEL EXISTING STEEL OVERLAPPING THE PRIME COAT.FINISH COAT FOR THE EXTERIOR DAMAGED SURFACES OR NEW BAND BAND FABRICATIONS SHALL BE TNEMEC SERIES 73 ENDURA-SHIELD, APPLIED TO A 2.5 TO 3.0 DFT, SLIGHTLY OVERLAPPING THE INTERMEDIATE COAT. r EXISTING MOUNTING PIPE 1—M1EXISTING MOUNTING PIPE 8. THE STEEL SURFACE TEMPERATURE MUST BE AT A MINIMUM TEMPERATURE OF 35 TO 40 DEGREES = 1 ' NI RISING, THE AMBIENT AIR RELATIVE HUMIDITY MUST BE LESS THAN 80 PERCENT, AND THE C _ STEEL TEMPERATURE.MUST BE AT LEAST 5 DEGREES ABOVE THE DEW POINT. THE STEEL MUST BE I1' NOTE: • PROPOSED RRH (TYP. OF 1 DRY AND NO RAIN FALL PREDICTED WITHIN 4 HOURS OF THE APPLICATION OF THE EXTERIOR I , I � , PER SECTOR, TOTAL OF 3) COATS. 1. EXISTING PIPE MOUNTS ARE SHOWN FOR CLARITY. HUDSON DESIGN GROUP HAS NOT PERFORMED A MOUNT MAPPING ON THE EXISTING MOUNTS AND EXISTING O� CONDITIONS ARE UNDER ASSUMPTION iIFp 2. SED EQUIIPMENTl EARE BE TYNERS ON D 304 STAINLESS STEEL OR DOUBLE-DIP \� GALVANIZED STEELTO PE• N li M PIPE MOUNT EXISTING PIPE MOUNT (TYP.) NOTE: ,� \/ �! EXISTING 9E SURGE ARRESTOR I. 06 -/ TO BE REMOVED (TYP. OF 1 —� SEE RFDS FOR RRH �10' �� PER SECTOR, TOTAL OF 3) PROPOSED SURGE ARRESTOR ' FREQUENCY AND MODEL NUMBER I I ' TO REPLACE EXISTING 9E 6 31 _> — (TYP. OF 1 PER SECTOR, TOTAL F 3 O AL O ) PROPOSED RRH REFER TO THE FINAL RFDS 0, Al / ' ills AND CHART FOR QUANTITY, ® �- MODEL AND DIMENSIONS �\ '1 /\-PROPOSED SURGE , L W D SUPPRESSOR ' NOTE: MODEL NUMBER: + • RRUS — 12 20.4" 18.5" 7.5" MOUNT PER MANUFACTURER'S DC6-48-60-18 DIMENSIONS: NOTE: SPECIFICATIONS. H2O.06"xW18.17"xD6.37" EXISTING PROPOSED MOUNT PER MANUFACTURER'S SPECIFICATIONS. DC SURGE SUPPRESSOR DETAIL RRH &SURGE ARRESTOR MOUNTING DETAIL RRH DETAIL SCALE: N.T.S ® SCALE: N.T.S ei SCALE: N.T.S ��P��N OF cS9Cy C.,= DEREK J. cJ, CR.C.Y= `` SITE NUMBER:MA1290 5 04/27/17 ISSUED FOR CONSTRUCTION -RB 'P�1 C�V I N AT&T SITE NAME: BARNSTABLE WATER TANK 4 03/30/17 ISSUED FOR CONSTRUCTION RB RP j�1 TOWN NAME:BARNSTABLE DEPARTMENT OF {_ '' ��w 3 12/19/16 ISSUED FOR PERMITTING RB I 1�O /•g, .�/ Hudson EM P R E telecom PUBLIC WORKS WATER SUPPLY DIVISION � _ sc DETAILS Design Groupuc® MARY DUNN 2 WATER TANK ` 2 07/22/16 ISSUED FOR PERMITTING 58 RP J`C_ c 16 ESQUIRE ROAD t BILLERICA, MA 01862 FA NUMBER:10071549 t_ 1 07/12/16 ISSUED FOR CONSTRUCTION JC RP ...— G/STERF- ' (LTE 2C) 16000SGOOD STREET TEL: (978) 608-8400 1118 MARY DUNN RD _ BUILDING 20 NORTH,SUITE 3090 TEL: (978)557-5553 BARNSTABLE, MA 02630 550 COCHITUATE ROAD ND. DATE REVISIONS BY CHK APP' ., SS/ONAL F-NG� JOB NUMBER DRAWING NUMBER REV N.ANDOVER,MA 01845 FAX:(978)336-5586 BARNSTABLE COUNTY FRAMINGHAM,MA 01701 SCALE: AS SHOWN DESIGNED BY: JC DRAWN BY: RS �� .sue MA1290 A-3 5 Antennal Antenna2, Antenna 3 Antenna-4: Antenna 1 Antenna 2- Antenna 3 Antenna'4• �104 BFisadb$Ixl: 0`,r '1, er4ba,Pd 9 ,:i$10',' 4.3dgjA • i1,4 54 ; Orced4p ad1 B cdad 8rq pap •' • j WOO* LGY . E.w - i,t t1t 4ai,Y 1{Igl Lw I 5 . , ' ;High, .I h4, T70,.. q '',(#\ ' '704,41$9 mows:_ 70080 ,50/10 } 7185o 19 f00 /Odtnw" r•_ Ava,• 530/ 0> 3'45/AVis',' N3(rt ±a%s 445 5 +a5/4_ 1 +d57 s; •+4p5 :�n54M-5 -.as/45' 45 bs- +45/aS 4 91,T •z _ - *7 'b t'ti. T �.- r Jr' am MT I tio.., •. t .t,. Ca gi w u 1 4 b re141=0H 9_ ° °i w¢nl • :,rag , • 1 ‘ 704 fl 1 r ) F t .o s ..4 •o - CCU ----r."--i---H 11 1 F sssi::i. ,,''.''''':'*''','‘•I'''.:' - - -*-*!"— ria 1 i : ns°°°nee.nn°m°nmm B'S. U . 5 : H'rF'ItA' . L1G#IB f. ) a¢z., rra rain'ran �aa 1 DGPID�hlii' i .., . um °u , Y Y tl �� b� ° IP y�3 % w i. • 14lF/tT5d'j[dade9r; ... ii;.. i 'UMT1_'f�Nade81 •"` OS- tk+§1: .' .4d_ _ 4 - - NOTES: 1. CONTRACTOR TO CONFIRM ALL PARTS. RF ALPHA& BETA PLUMBING DIAGRAM el, RF GAMMA PLUMBING DIAGRAM GO 2. INSTALL ALL EQUIPMENT TO SCALE: N.T.S SCALE: N.T.S MANUFACTURER'S RECOMMENDATIONS. • _ NOTE: REFER TO THE FINAL RF DATA SHEET FOR FINAL ANTENNA .`N OF Aiwss,i SETTINGS. c��P�DEREK J. J, SITE NUMBER:MA1290 F 5 04/27/17 ISSUED FOR CONSTRUCTION RB P @ -+ AT&T ® SITE NAME: BARNSTABLE WATER TANK 4 03/30/t 7 ISSUED FOR CONSTRUCTION RB RP 4 nd C I V c-' �n� TOWN NAME:BARNSTABLE DEPARTMENT OF ` at A 3 12/19/16 ISSUED FOR PERMITTING RB 0 Hudson �� EMPIRE telecom PUBLIC WORKS WATER SUPPLY DIVISION • .' VX•C RF PLUMBING DIAGRAM Design Groupuc® MARY DUNN 2 WATER TANK 2 07/22/16 ISSUED FOR PERMITTING SB RP C Q 16 ESQUIRE ROAD BILLERICA, MA 01862 FA NUMBER:10071549 ._may 1 07/12/16 ISSUED FOR CONSTRUCTION JC RP F� 4'C/STE9- ���= (LTE 2C) 1600 OSGOOD STREET TEL: (978) 608-8400 1118 MARY DUNN RD _ BUILDING 20 NORTH,SUITE 3090 TEL I9781 557-5553 BARNSTABLE, MA 02630 550 COCHITUATE ROAD NO. DATE REVISIONS BY CHK APP. SS/ONAL ENG JOB NUMBER DRAWING NUMBER REV N.ANDOVER,MA 01845 FAX:(978)336-5586 BARNSTABLE COUNTY FRAMINGHAM,MA 01 701 SCALE: AS SHOWN DESIGNED BY: JC DRAWN BY: RS _��_ MA1290 RF-1 5 i EXISTING/PROPOSED jl EXISTING/PROPOSED ' ' ANTENNA SUPPORT ANTENNA �., PIPE TMA, RRU, A2 MODULE & SURGE ARRESTOR FROM ANTENNA II�UMTS/GSM COAX GROUND KITS UPPER CIGBE - 7 ��' '1Uf' ■ li �, t STAINLESS �' EXISTING #2G • • + STEEL �■ TWO HOLE COPPER HOMERUN I ■ a HARDWARE COMPRESSION TERMINAL POWER/FIBER • WEATHERPROOFING LOWER CIGBE / JUNCTION BOX i ! KIT (TYP.) GROUNDING CABLE GROUND CABLE TRAY JUMPER REQUIRED ONLY li ill GROUND BAR & ICE BRIDGE, (AS APPLICABLE) (AS APPLICABLE) WHEN 1-1 4"0 AND LARGER `" JUMPER ALL SPLICES \ (TYP.) / r STANDARD '. `�;� GROUND KIT (TYP.) EXISTING (2) #2 AWG �1 - BCW TO EXISTING UMTS/GSM COAX `�� v GROUND RING — GROUND KITS �111 ELEVATION '� \ ----------- ANTENNA CABLE '� EXISTING #2G NNECTOR WCEATHERPROOFING LOCK WASHER,ITO CABLE TRAY (TYP.) FLAT WASHER, TYP. �' I (ROOFTOP ONLY) KIT (TYP.) FROM ANTENNA 3/8"x1-1/4" HEX FRAME SUPPORT BOLT UMTS/GSM COAX 4I COAX GROUND KIT NUT, TYP. GROUND KITS GROUND ICE — — — — — i * Mill COMMSCOPE KIT NO. GB-0414-IT BRIDGE POSTS ' " 'MIGBE +' GROUND BAR OR EQUAL METER AND EXPOSED BARE COPPER TO BE / #2 GROUND TO EXISTING GROUNDING CABLE KEPT TO ABSOLUTE MINIMUM, NO DISCONNECT HALO OR MIGBE - INSULATION ALLOWED WITHIN THE 1 b #2 AWG BCW #2 AWG BCW SECTION "A-A", BONDED COMPRESSION TERMINAL (TYPICAL) 200P. EXISTING GROUND EQUIPMENT CABINET NOTE: TO GROUND WIRE ALONG RING OR UTILITY OR RACK, RBS 6601, CABLE TRAY TO CIGBE/MIGB GROUND & SURGE SUPPRESSOR NOTE: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS 1. "DOUBLING UP" OR "STACKING" OF CONNECTION IS NOT PERMITTED. 11�#2 AWG SOLID DIRECT GROUND WIRE DOWN TO CIGBE. 2. OXIDE INHIBITING COMPOUND TO BE USED AT ALL LOCATION. TINNED COPPER (TYP) • 3. CADWELD DOWNLEADS FROM UPPER EGB, LOWER EGB, AND MGB TO EXISTING SERVICE GROUND GROUNDING RISER DIAGRAM ® GROUND WIRE TO GROUND BAR CONNECTION DETAIL ® TYPICAL GROUND BAR CONNECTION DETAIL SCALE: N.T.S SCALE: N.T.S SCALE: N.T.S • EACH GROUND CONDUCTOR TERMINATING ON ANY GROUND BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL IDENTIFY ITS ORIGIN AND DESTINATION. © SECTION "P" - SURGE PRODUCERS . m CABLE ENTRY PORTS (HATCH PLATES) (#2) GENERATOR FRAMEWORK (IF AVAILABLE) (#2) TELCO GROUND BAR ° COMMERCIAL POWER COMMON NEUTRAL/GROUND BOND (#2) m ° ° ° ° U U U '0' o0 O © 0 +24V POWER SUPPLY RETURN BAR (#2) ° ° ° ° 0 0 0 0 0 0 0 0 ° '''.*0 -48V POWER SUPPLY RETURN BAR (#2) 0 0 0 0 0 0 0 0 ° ° ° RECTIFIER FRAMES. NOTE: ALL GROUNDING EQUIPMENT TO BE RELOCATED AS NEEDED TO KEEP 10" €>r0 0 0 0 ° ° ° SEPARATION FROM THE TANK WALL. ° ° SECTION "A" - SURGE ABSORBERS NOTE: ALL COAX LINES, DC POWER CABLES & FIBER RUNS TO BE KEPT WITHIN THE INTERIOR GROUND RING (#2) EXISTING CABLE TRAY AND 1121 TO OCCUPY THE SPACE BETWEEN THE TRAY AND THE EXTERNAL EARTH GROUND FIELD (BURIED GROUND RING) (#2) TANK WALL. �--�.,, GROUND BAR- DETAIL ei METALLIC COLD WATER PIPE (IF AVAILABLE) (#2) NOTE: NO WELDI �N OF S T AKE PLACE ON THE TANK OR ANY OF IT'S SCALE: N.T.S BUILDING STEEL (IF AVAILABLE) (#2) • APPURTENANCE e. 1 n�eFu 1 SITE NUMBER:MA1290 5 oa/27/t 7 ISSUED FOR CONSTRUCTION RB -P� � C�V �„ AT&T SITE NAME: BARNSTABLE WATER TANK ` y 4 03/30/17 ISSUED FOR CONSTRUCTION RB RP 1 ABC �nl TOWN NAME:BARNSTABLE DEPARTMENT OF ��4� 3 12/19/16 ISSUED FOR PERMITTING RB t O ./• • Hudson E M P R E telecom PUBLIC WORKS WATER SUPPLY DIVISION �,, at&t 2 07/22/16 ISSUED FOR PERMITTING SB RP `C GROUNDING DETAILS Design Groupuc® 16 ESQUIRE ROAD MARY DUNN 2 WATER TANK , BILLERICA, MA 01862 FA NUMBER:10071549 1 07/12/16 ISSUED FOR CONSTRUCTION JC RP O'j7, '4:G/STEREO �'/ (LTE 2C) 1600 OSGOOD STREET TEL: (978) 608-8400 1118 MARY DUNN RD NO. DATE REVISIONS BY CHK APP'. FS pNAL G\ /'JOB NUMBER DRAWING NUMBER REV BUILDING 20 NORTH,SUITE 3090 TEL: )978)557-5553 BARNSTABLE, MA 02630 550 COCHITUATE ROAD Sf EN N.ANDOVER,MA 01845 FAX:(978)336-5586 BARNSTABLE COUNTY FRAMINGHAM,MA 01701 SCALE: AS SHOWN I DESIGNED BY: JC DRAWN BY: RS ` MA1290 G-1 5 L _ _ [6.25" 1 �. PROPOSED 4'-9" TALL EXISTING 1.5" DIA OMNI ANTENNA CANNISTER ANTENNA $t SUPPORT PIPE TO BE REMOVED (TYP. OF 2 - NOT SHOWN ON OPPOSITE SIDE OF VENT FOR CLARITY) NOTE: ELEVATION OF PROPOSED CANNISTER NOT TO EXCEED ELEVATION OF o EXISTING OMNI ANTENNA N 1- PROPOSED ANTENNA SUPPORT FRAME ■ b 1 (V -4 1. II u ll rot TMAr ----tt 1 r===,_ TMA __ igh TOP OF PROPOSED ANTENNA -4---TANK ROOF EL. : :: L) X X X X X X X X X EXISTING FENCE APPROVALSSEE DETAILZ-1EXISTING ANTENNASTOPG WATER TANK Omnipoint EL. 227.5 (AMSL) ■ LANDLORD „Aill101111111111111:AF EXISTING ANTENNA ANTE\ \ A v OU \ TII\ G DETAIL 3 1 EXISTING WATER TANK _ _ ® �, LEASING SCALE: 3/4" = 1 (Z-1�I x EXISTING BTS CABINET EXISTING VOICESTREAM ANTENNA TO BE TAKEN R.F. D(OWN AND REPLACED WITH A NEW INGLE • 1; THREE SECTORED OMNI ANTENNA SE DEETAIL # 3/Z-1 x ZONING Alk THREE x CONSTRUCTION I! x A/E `;, -C�� _EXISTING ' IRIF / " `�J VENT x TO EXISTING USE COAXG CABLESROUND 6" PVC r-_ _ , v ��� x - - „ ,;;,�*** x PROJECT NO: AC 1009 B i I \iTh (TRENC DO UENDERGROUND ANDTO BE '� ��\e` �'�`, DRAWN BY: SLA (� HOUSED WITHIN 1 RUN OF 6" / ��;k,�\ \ PVC ALONGSIDE EXISTING COAX CABLE RUN "`�% L1 CHECKED BY: BB , �y,�1 _ ,,' ,; ;' J SUBMITTALS • EXISTING BTS 6 5/20/02 BTS/ANTENNA SWAP 0 2) PROPOSED CABLES INSIDE '/ '' '' 5 7/1/99 FINAL DRAWINGS F EXISTING CABLE TRAY X X X X X X,'o ��' ��'• O X X X X X X X TOTAL OF 6) 4 6/30/99 CONSULTANT CHANGES ' 3 6/14/99 ISSUED FOR PERMIT 2 6/8/99 CONSTRUCTION DRAWINGS 1 5/18/99 ZONING DRAWINGS • ,' THE INFORMATION CONTAINED IN • THIS SET OF DOCUMENTS IS . ' .. ' PROPRIETARY BY NATURE. ANY J'/ ,'' USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO OMNIPOINT IS STRICTLY PROHIBITED. EXISTING BTS CABINE 4DR 551 5-A BAR N STAB LE WATER TANK im ".' . . ... . • . r--- . . .. •• MARY DUNN ROAD FINISHED GRADE �� I/ .. . . . •• • . , • . , . • BARNSTABLE, MASSACHUSETTS EL. 120.0 (AMSL) .-/// (2) PROPOSED COAX CABLES TO BE EXISTING GRAVEL ROAD SHEET TITLE TRENCHED UNDERGROUND AND HOUSED WITHIN 1RUN OF 6" PVC PARTIAL SITE/EQUIPvENIT PLAN 1 ELEVATION NEXT TO EXISTING CABLE CONDUITEfl) SCALE: 3/32"=1'-0" Z 1 SITE PLAN & DETAILS ELEVATION 2 TRUE NORTH SCALE: 3/32"=1'-0" Z-1 SHEET NUMBER i 1