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HomeMy WebLinkAboutBlue Sky Cell Tower Presentation to ZBA on March 9 2023013, PR i nce LOBeL VIA FEDEX OVERNIGHT MAIL May 1, 2023 ATTN: Dolores Fallon, Office Administrator Yarmouth Town Hall Zoning Board of Appeals 1146 Route 28 South Yarmouth, MA 02664 Re: Blue Sky Towers Presentation Dear Dolores, RECEIVED MAY 0 2 2023 YARMOUTH BOARD OF APPEALS Enclosed please find a USB thumb -drive containing the Blue Sky Towers Power -Point presentation, previously discussed via email with Rick Sousa. Please do not hesitate to reach out with any questions. Cordially, q"0-5564�1 Prince Lobel Tye LLP PRINCE LOBEL TYE LLP One International Place, Suite 3700, Boston, MA 02110 Office (617) 456-8000 Fax (617) 456-8100 www.princelobel.com r `� •' :� � 4+' .-.� � �s Cyr,., c� � E` `.i . i r� n Y r iLot With consideration of questions and comments contained in t1w May 3, 2021 report provided by Isatropc Wireless, June 7, 2021 SLafiReport, memorandum from the Touai of Yarmouth Planning Bcwcl, Historic Commis5iun and stag' and the matters discussed at the June 9, 2021 subcomniittae meeting for the initial mandatary Devclopmmt of Regional Impact review, Blue Sky, T-Mobile and AT&T have rmdertakc m a nuniber of changes to the equipment, design and features of the proposed telecotmmunicatioag tower facility to he located at 1044 Route 28 in the Town of Yarmouth. ORIGINAL PROPOSED WIRELESS REVISED PROPOSED WIRELESS COMMUNICATION FACILITY COMMUNICATION FACILITY 120' Four Csarrier Monopole rl,oy er + 110' Four Carrier Monopole Tower 12-Foot Antenna Equipment Frunies 6-Fool Antenna E ui meat Frames 10' to It' Spaeinn Between Antenna + 15' Spacing Between Antenna RAD Center RAD Center + T-Mobile 9 Antennas and 2'0 Dish T-Mobile b Antennas at a Centerline Antenna at a Centerline Mount Height Mount Height of 10Feet of 115-F"t AT&T 6 Antennas at a Centerline • AT&T 6 Antennas at a Centerline Mo u nt 1 leight ar 100-Feel Mo Lint Ileight of 95=Feel 5,250 Square Fool (70" x 75') Ground • 3,100 Square Foot (55' x 60') Ground Space Surrounded by a► 6-Foot liigh Space Surrounded by a 6-Font Stockade Chain Link Fence with Barbed Wire Fence 12-Foot Wide Locked Entrance and 11-Font Widc Locked Lntranee Crate. Gate. •:► Required Tree Clearing 11,390 Square Required "free C:leariug 9,960 Square Feet Feet #& Facility- F'lectric and Telephone Liner Facility Electric and Telephone Linea Rays 01 urhead tun Underground • Enhanced Landscaping of Fenced Area -.• LandscaVe 1+euced Area wish 13- 4'to 6' Trees & 13- 4 to 6' Thuja Octidentalis consisting of 3 different Evergreen trees `Amcricon Pillar'Evergreen `frees (6-Atlantic Whitt Cedar, 4-American 11olly, $-Eastern Red Cedar) and 6 different shrubs (6-11osebay Rhododendron, -Beach Plum, 1i- rlighbush Blueberry, 8-Northern Bayb-trry, 7-Antcrieaa Cranberry Bush, S-C'hokeberry) — Design by Consultant Place Alliance I IA DRAWING INDEX SHEET DESCRIPTION REVISION T-1 TITLE SHEET 6 C-1 ABUTTERS PLAN & EXISTING CONDITIONS 3 A-1 AERIAL & USGS MAPS 6 A-2 COMPILED PLOT PLAN 6 A-3 OVERALL SITE PLAN 6 A-4 COMPOUND PLAN & ELEVATION 6 A-5 PLANTING PLAN 6 A-6 PROPERTY LINE OFFSET PLAN 6 SE-1 SITING ELEVATIONS 6 D-1 DETAILS 6 CA-1 TO CA-4 CO -APPLICANT DETAILS 6 EC-1 EROSION CONTROL PLAN & DETAILS 1 6 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND CONDITIONS ON THE JOB SITE AND SHALL IMMEDIATELY NOTIFY THE ENGINEER & APPLICANT REPRESENTATIVE IN WRITING OF DISCREPANCIES BEFORE PROCEEDING WITH THE WORK OR BE RESPONSIBLE FOR SAME. 2. PLANS FOR PERMITTING PURPOSES ONLY. NOT FOR CONSTRUCTION. 3. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM SURFACE INVESTIGATIONS AND EXISTING PLANS OF RECORD. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO ANY SITE WORK, CALL DIG -SAFE (888) 344-7233 72-HOURS PRIOR TO ANY EXCAVATION. 4. SHEET C-1, "ABUTTERS PLAN & EXISTING CONDITIONS," REPRESENTS THE 1"=4Y MONITY PLAN WITHIN THE TOWN OF YARMOUTH ZONING BYLAW, SECTION 408.6.3. 5. THIS SHEET WAS ORIGINALLY PRINTED TO ANSI D (22"04") NTH 1" MARGINS. PRINTING TO ANSI B (11"x17") WILL RESULT IN A HALF -SCALE (1:2) SHEET SET WITH 1/2" MARGINS. CONFIRM ALL SCALED DISTANCES WITH GRAPHICAL SCALES SHOWN HEREIN. 6. NEW CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE CODES AND ORDINANCES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE (780 CMR) 9TH EDITION (2015 IBC) AND AMENDMENTS ELECTRICAL CODE: NEC 2020 WITH MASSACHUSETTS AMENDMENTS (527 CMR 12.00) 7. THIS PROJECT IS SUBJECT TO THE APPROVAL AND CONDITIONS BY THE CAPE COD COMMISSION (CCC) THROUGH ITS DEVELOPMENT OF REGIONAL IMPACT DECISION (FILE #21012) DATED JANUARY 13, 2022. B. SIGHT LINE PROFILES SL-1 THROUGH SL-4 UNDER SEPARATE COVER. 2 3 4 5 0 W BLUE SKY III,LLC CO -APPLICANT INFORMATION 1 SITE NUMBER: MA-5104 I���� NEW CING LAR MRELESS PCS, LLC Q ('AT&T") COCHIROAD FRA FRAMINGHAM. M, M MA 01701 `\n / ° cc WTOWERS / 1� V Z SITE NAME: SOUTH YARMOUTH SITE NUMBER: MA-5104 ADDRESS: 1044 ROUTE 28 SOUTH YARMOUTH, MA 02664 CO -APPLICANT INFORMATION SITE NUMBER: 4H 0804H ERCER WAY ST, LLC T . •Mobile • 8S COMMERCE NORTON. MA 02766 W a VICINITY MAP LONG \^\ \\ POND d9 1y SWAN POND LOCUS w,�,ow ST 4 0 --N SCALE: 1" = 1000'3 (22.34) i" = 2000'2 (11x17) PROJECT INFORMATION SITE TYPE: RAW LAND WIRELESS COMMUNICATIONS FACILITY SCOPE OF WORK: PROPOSED 115' TALL CLOCK TOWER ((119.6'3 FROM STREET GRADE WITH 55'.60, FENCED COMPOUND THIN 100'K100' LEASE AREA AND DRAINAGE/UTILITY EASEMENTS. SITE NAME: SOUTH YARMOUTH SITE NUMBER: MA-5104 SITE ADDRESS: 1044 ROUTE 28 SOUTH YARMOUTH, MA 02664 ASSESSOR'S TAX ID#: MAP 50 LOT 189.1 ZONING DISTRICT(S): BUSIN/EMSS (B2)) OLLAGE C NTER OVERLAYOTEL OVERLAY S ISITRICT CT 1((VC3)MOD1) VI LATITUDE: 41' 39' 32.08"t N (RECORD SURVEY 1A) LONGITUDE: 70' 12' 15.16"f W (RECORD SURVEY IA) (P) ELEVATION: 13.6't DATUM: NAD83MAVD88 PROPERTY OWNER: N(F ROMAN CATHOLIC BISHOP OF FALL RIVER C O ST. PIUS X P.O. BO 2577 FALL RIVER, MA 02722 APPLICANT: BLUE SKY TOWERS III, LLC 352 PARK STREET SUITE 106 NORTH READING, MA 01864 SITE ENGINEER: PROTERRA DESIGN GROUP, LLC 4 BAY ROAD BUILDING A; SUITE 200 HADLEY, MA 01035 TEL: (413) 320-4918 SURVEYOR: NORTHEAST SURVEY CONSULTANTS 3 FERRY STREET STUDIO 1 EAST EASTHAMPTON, MA 01027 TEL (413) 203-5144 Pr©Terra DESIGN GROUP, LLC yy flood BUIId F: Rro Rd I•S MA MA m9u P (413)3T0-4916 N S I V B r7 LU Fn :)w FI m O STAMP 3esu I" Mo,e1w, 4; oa 1Y292d� AIDATE: 12/28/1022 DRAWN: BLM/STZ CHECK: JMM/TEJ SCALE: SEE PLAN TITLE SHEET 1-7 y c 1 2 4 LEGEND AAµ � N/F IPF/IRF O - NOW OR FORMERLY - IRON PIPE / ROD FOUND D 50-PB o -CONCRETE BOUND FOUND Y,LOR DRIVE LY—LAMA 02884 ` TIBYRI1RO.02884 KAMLEEN �SERRANO SDD R ® wnLl11AM. MA 02194 ] ji / -CATCH BASIN - UTILITY POLE t ' µno STREETr WA AM, MA o2— / - LOCUS PROPERTY LINE - ABUTTERS PROPERTY ONE -ZONING LINE p ' TA 2� aft - FEMA FLOOD ZONE LINE 1• S> 2i'OPE O - - - - - - - - - - - - OKW - CONTOUR LINE - OVERHEAD WIRE - TREEUNE ■ BZ`�A_AJ.AJ�AI.J..IJ.J' • Sl9OT0>g 50� T.PAGWGA NI LON BOND ORIYf N N a LOCU3 151.18• SO-I.D ` OPC REALT' TRUST -REY ROAD EAST SANOWW. NA 0253] SWTI YARMOUTH. MA 02884 _ m Z W NO O Q N� , LXOO/ ROM OF CgNGUC B1910P O1 D/D sr. v us X .T�s� FAIL RIWR, MA S 0-2 90 JI GEED 889-144 n>tE, s � R0 CBG 2 Q� ' PL7S-AN N i 29 AREA - 44x 50-9 / I CHURCH 50NG].1 JOSEPN P fINNECAN wOI I / MAN MmEET TH TARMWTH BMA 02884 W = AREHAM, 1 12 � I PARKING Q , I �pl��,,/ FWD =111 NAPS Ni �` r s $� ` \ % q�, `'2 ONO -SIB• PDN X 4. BRENGER, MA OM31 , ` ` UP/W200-958 F / \ 2O PROPOSED 1FR )-OOGROLPdNT- / /;t �' DY rDY �R Y AG N. SET / E:270 -.64 LB / F ION:J�2't2�e' ?s \� uv/A2(10-DSA +" WOOOFA 1 L E:1010251. T GRWNO .12'S LN 99r: / NR9'DB'10'W P/p 2W-0S 50-184.1.1 tW.00• /m WW I I oNw /r x�F / ZONE �( \ we rAre9CUM REALTY uc RWfRT P. NovAR . 5G- G w /- (UNSHADED) 1 �jt1 DEDIR04 M.D.. IL 6OD15 NTMAM. A Si —DRA M. OICNNOVANNI. TRUSTEE $ �� 11 I NAE . MA d1081 , SWTH YARNWM1AMA 03814 T'�•R ( ELatA94' 1 I ��JIgI ZONE:62 l swKE Ix RWT OF 1D' OAK `'' B ZONE:61 x9s•Ds•tow uM.eD' ` i l l m PARKING 11 I N ,, ( / 1 E X HA ff HH// 70 CN1yy''9xEST J, / (�WADEDy A110 LWPONO OflIVE / o2H944 F/J ? r 8 YARMOUM AT -A.. L. INC. O% A 01 IPE O ,p� REP'0 BPA 1912 N 6 FAA 1-A CERTIFICATION I HEREBY CERTIFY THAT THE LATITUDE, LONGITUDE, AND ELEVATION PRESENTED HEREON MEET THE REQUIREMENTS OF THE FAA WITH THE FOLLOWING ACCURACIES: THREE (3) FEET VERTICALLY TWENTY FEET HORIZONTALLY OB/07/2019 DATE D F. STASZ, ll M 47160 SURVEY NOTES 1. SITE DETAIL SHOWN ON THIS SURVEY IS BASED ON FIELD DATA COLLECTED ON NOVEMBER 28, 2017. THIS SURVEY IS PREPARED IN CONFORMANCE WITH THE PROCEDURES AND REQUIREMENTS FOR DATA ACCUMULATION SURVEYS, AS SET FORTH IN 250 CMR SECTION 6.02. BOUNDARY INFORMATION IS COMPILED FROM RECORD DOCUMENTS AND 15 NOT TO BE CONSTRUED AS HAVING BEEN OBTAINED AS THE RESULT OF A FIELD BOUNDARY SURVEY, AND IS SUBJECT TO CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. 2. THE PURPOSE OF THIS SURVEY IS TO SUPPORT THE DESIGN AND CONSTRUCTION OF A TELECOMMUNICATION FACILITY. USE OF THIS SURVEY BY ANYONE OTHER THAN BLUE SKY TOWERS III, LLC. AND USE OF THIS SURVEY FOR ANY PURPOSE NOT RELATED TO THE DESIGN OF THE INTENDED FACILITY IS STRICTLY PROHIBITED. 3. PROPERTY LINES AND BOUNDARY DIMENSIONS SHOWN ON THIS SURVEY ARE BASED ON A COMPILATION OF RECORDED PLANS AND DEEDS AND ARE NOT INTENDED TO REPRESENT DEFINITIVE BOUNDARY LINES OR BE USED FOR THE PURPOSES OF CONVEYANCE. PROPERTY RELATED INFORMATION HAS NOT BEEN CONFIRMED BY FIELD SURVEY OBSERVATIONS AND NO ASSESSMENT OF LAND OCCUPATION HAS BEEN CONDUCTED IN THE PREPARATION OF THIS SURVEY. A PROPERTY LINE RETRACEMENT SURVEY HAS NOT BEEN CONDUCTED. 4. THE PROPERTY LINES SHOWN ON THIS PLAN ARE THE LINES DIVIDING EXISTING OWNERSHIP'S. AND THE LINES OF STREETS AND WAYS SHOWN ARE THOSE OF PUBLIC OR PRIVATE STREETS OR WAYS ALREADY ESTABLSHED, AND NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN. S. PRIMARY GEODETIC SURVEY CONTROL WAS ESTABLISHED FROM AN ON THE GROUND SURVEY USING THE GLOBAL POSITIONING SYSTEM (GPS) ON NOVEMBER 28, 2017. THE HORIZONTAL REFERENCED DATUM IS THE HAD 83 BASED ON THE GRS 80 REFERENCE ELLIPSOID. THE GRID COORDINATES ARE BASED ON THE MASSACHUSETTS STATE PLANE COORDINATE SYSTEM OF 1983 CMS96 (MAINLAND 2001). ELEVATIONS SHOWN ARE ASSUMED AND ARE APPROXIMATED TO THE NAVD 86 VERTICAL DATUM. VERTICAL AND HORIZONTAL INFORMATION SHOWN MEETS THE STANDARD CRITERIA FOR AN FAA 1A CERTIFICATION (20'i HORIZONTAL AND 3'± VERTICAL). 6. IN THE EVENT THAT BENCHMARKS (TBM'S), ESTABLISHED FOR THIS PROJECT AND PUBLISHED ON THIS SURVEY, ARE DESTROYED. NOT RECOVERABLE OR A DISCREPANCY IS FOUND. THE USER SHOULD NOTIFY THIS FIRM IN WRITING PRIOR TO COMMENCING OR CONTNUING ANY WORK. 7. THE LOCUS PARCEL IS SHOWN AS PARCEL 50-189.1 IN THE TOWN OF YARMOUTH TAX ASSESSOR'S DATABASE. 8. THE PROJECT AREA IS LOCATED IN FLOOD ZONE AE (BASE FLOOD ELEVATON = I1') & ZONE "X" (SHADED) (AREAS OF 0.2% ANNUAL CHANCE FLOOD: AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN I SQUARE MILE: AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD), AND ZONE X (UNSHADED) (AREAS OF MINIMAL FLOODING) AS SHOWN ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 25MIC 0587 J. DATED JULY 16, 2014. 9. THE LOCUS PARCEL IS LOCATED IN THE TOWN OF YARMOUTH B2 ZONING DISTRICT (VILLAGE CENTER 3 OVERLAY DISTRICT & HOTEL/MOTEL OVERLAY DISTRICT). 10, ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM SURFACE INVESTIGATIONS AND EXISTING PLANS OF RECORD. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES IN THE FIELD PRIOR TO ANY SITE WORK. CALL THE FOLLOWING FOR ALL PRE -CONSTRUCTION NOTIFICAnON 72-HOURS PRIOR TO ANY EXCAVATION ACTIVITY: DIG SAFE SYSTEM (MA, ME, NH, RI, VT): 1-888-344-7233 11. NO WETLAND DELINEATIONS WERE OBSERVED. PROPERTY OWNER: ROMAN CATHOLIC BISHOP OF FALL RIVER C/0 ST. PIUS X P.O. BOX 2577 FALL RIVER. MA 02722 LOWS DEED REFERENCE: DEED BOOK 669 PAGE 144 PLAN REFERENCES: PLAN BOOK 78 PAGE 29 ABUTTERS PLAN & EXISTING CONDITIONS 1 11 A 122'N311 SCALE: 1'- AN (I1•mrI scn 40' 0' 40' 80mili Pr©Terra DESIGN GROUP, LLO yy 4 ZT1.104 BUIIHO ,, MAIt01085 (413)020-4918 NORTHEAST SURVEY CONSULTANTS S y 0.1q pi y x� m In I = B �y9 W Fly m F STAY& JW aµ NIEL N 4]180 /A%l V10 DAME 0810712020 DRAWN: JDG CHECK: SCF SCALE: 1"=40' A JOB NO.: 17-290 cHLT r nn A�117BRS PLAN BSISTINC CONDITIONS C-1 1 1 2 _ 1 3 1 4 p D 9 a A REF: "USGS COLOR ORTHO IMAGERY (2013/2014)" DATALAYER DATED APRIL 2013/2014 PREPARED BY OFFICE OF GEOGRAPHIC INFORMATION (MASSGIS), COMMONWEALTH OF MASSACHUSETTS, INFORMATION TECHNOLOGY DIVISION ©" AERIAL PHOTO SCALE: 1� t 0' (ttx ]) A-1 2 91 4 1 5 WAY REF: DENNIS, MA QUADRANGLES, PREPARED BY UNITED STATES DEPARTMENT OF THE INTERIOR, U.S. GEOLOGICAL SURVEY, DATED 2015 DEP WETLANDS - DATALAYER PREPARED BY OFFICE ® © USGS MAP 2 OF GEOGRAPHIC INFORMATION (MASSGIS), wC (pp.,Tn) A-1 COMMONWEALTH OF MASSACHUSETTS. MASSIT (2009) t•-t0oo' 22—) 3 4 El Pr©Terra DESIGN GROUP, LLO HOEIay. MAt—S PF:(413)320-I918 CONCNI TANTS• a S oho IN g y f B Wy j W m3 0 S AMP: ....'yi�yl. DATE: 12/28/2022 SCALE: SEE PLAN A JOB NO.: 17-056 SNE TLE' AERIAL & USGS MAPS A-1 OAf,RgCf �pq` (qr0 T CRT\ B 2 J 1 4 ©COMPILED PLOT PLAN 110 SCALE: t'-6d (- 1 A-2 1'-160' (tlx )) 2 J :-. + :'IF3 a REFERENCES PROPERTY LINE, TOPOGRAPHY AND EXISTING FEATURES - SEE SHEET C-1 ZONING DISTRICTS - MAP ENTITLED "ZONING MAP OF THE TOWN OF YARMOUTH' UPDATED THROUGH ANNUAL TOWN MEETING, MAY 7, 2016. THE FOLLOWING DATALAYERS PREPARED BY OFFICE OF GEOGRAPHIC INFORMATION (MASSGIS), COMMONWEALTH BE MASSACHUSETTS. MASST - BUILDING STRUCTURES (2-D, FROM ORTHO IMAGERY) (JUNE 2017) - MASSDEP WETLANDS (FEATURES INCLUDING OPEN WATER, MARSHES, SWAMPS & TIDAL FLATS) (DECEMBER 2017) FEMA NATIONAL FLOOD HAZARD LAYER CONFIRMED WITH FLOOD INSURANCE RATE MAP 2500100587J EFFECTIVE JULY 16. 2014 PREPARED BY FEDERAL EMERGENCY MANAGEMENT AGENCY, US DEPARTMENT BE HOMELAND SECURITY. PORTIONS OF THE SITE ARE LOCATED WITHIN ZONE AE AND ZONE X. ZONE X IS CLASSIFIED AS AN AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. ZONE Al IS A FEMA SPECIAL FLOOD HAZARD AREA SUBJECT TO INUNDATION BY THE ONE -PERCENT ANNUAL CHANCE FLOOD WHERE BASE FLOOD ELEVATIONS HAVE BEEN DETERMINED. A PORTION OF THE PROPOSED WORK IS LOCATED WITHIN LAND SUBJECT TO COASTAL STORM FLOWAGE. AREAS DETERMINED TO BE OUTSIDE THE 0.211 ANNUAL CHANCE — ZONE X - FLOODPLAIN. AREAS OF 0.2% ANNUAL CHANCE FLOOD: AREAS OF 1% ANNUAL + CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT ZONE X - OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND �i AREAS PROTECTED BY LEVEES FROM 4% ANNUAL CHANCE FLOOD. SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO j I BY THE 1% ANNUAL CHANCE FLOOD: BASE FLOOD r a! _INUNDATION +�` ZONE AE 4 ELEVATIONS DETERMINED. (LAND SUBJECT TO COASTAL STORM FLOWAGE) GENERAL NOTES 1. THE TYPE, DIMENSIONS, MOUNTING HARDWARE, AND POSITIONS OF ALL PROJECT OWNER'S EQUIPMENT ARE SHOWN IN ILLUSTRATIVE FASHION. 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 AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWER SERVICE. THE FACILITY IS NOT GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER ADA REQUIREMENTS. 3. THE DESIGN OF THE TOWER, FOUNDATION AND ANTENNA MOUNTING HARDWARE WILL MEET THE ANSI/EIA/TA-222-G STANDARDS FOR STRUCTURAL STEEL ANTENNA SUPPORTING STRUCTURES AND STATE BUILDING CODE REQUIREMENTS DETAILED CONSTRUCTION DRAWINGS AND STRUCTURAL CALCULATIONS WILL BE PREPARED BY A REGISTERED PROFESSIONAL ENGINEER AND SUBMITTED WITH A BUILDING PERMIT APPLICATION FOR RENEW AND APPROVAL BY THE LOCAL BUILDING CODE ENFORCEMENT OFFICIAL. 4. ONCE THE FACILITY BECOMES FULLY OPERATIONAL, NORMAL AND ROUTINE MAINTENANCE BY TOWER OWNER'S AND CARRIER'S TECHNICIANS WILL BE PERFORMED. THE ESTIMATED VEHICULAR TRAFFIC GENERATED BY THESE VISITS IS PREDICTED TO BE LESS THAN THE TYPICAL TRAFFIC GENERATED BY A SINGLE-FAMILY DWELLING. 5. SHEET C-1, ABUTTERS PLAN & EXISTING CONDITIONS," REPRESENTS THE 1"=40' VICINITY PLAN WITHIN THE TOWN OF YARMOUTH ZONING BYLAW, SECTION 408.6.3. ZONING SUMMARY ZONING DISTRICT(S): BUSINESS DISTRICT (B2) OVERLAY DISTRICT(5): HOTEL/TdOTEL OVERLAY DISTRICT 1 (HMOD7) VILLAGE CENTERS OVERLAY DISTRICT 3 (VC3)1 ASSESSORS ID: MAP SO LOT 189.1 2 (P) USE: PERSONAL WIRELESS SERVICE FACILITY DIMENSION PROVIDED CONSTRAINT PARCEL - AREA 4.4 AC2 20.000 SF MIN. PARCEL - FRONTAGE 11223'± 125' MIN. PARCEL - (E) & (P)IMPERVIOUS COVERAGE 38Rt 85% MAX. (P) COMPOUND - FRONT YARD 113'2 15, MIN. (P) COMPOUND - SIDE YARD 177t 15MIN. (P) COMPOUND - REAR YARD 69't 20' MIN. (P) COMPOUND - ACCESSORY STRUCTURE HEIGHT 14'. 35 MAX. (P) CLOCK TOWER - HEIGHT (HIGHEST APPURTENANCE) 115'f3 119.6'24 200' MAX. (P) CLOCK TOWER - DISTANCE TO PROPERTY LINE 120'f (100% HEIGHT) (P) FACILITY - DISTANCE TO SCENIC ROAD >300' (OLD MAIN STREET) - TOWN OF YARMOUTH, ZONING BYLAWS 2017. §203.5 TABLE OF DIMENSIONAL REQUIREMENTS (A): 'THE VILLAGE CENTERS OVERLAY DISTRICT (VCOO) OVERLAYS OTHER DISTRICTS AND THE DIMENSIONAL REQUIREMENTS OF SECTION 414 SHALL GOVERN." - TOWN OF YARMOUTH, ZONING BYLAWS 2017. §408.7.2.1 ALLOWED AREAS: "1. THE SITING OF PERSONAL WIRELESS FACILITIES SHALL BE ALLOWED IN ANY ZONING DISTRICT.. ` SPECIAL CONSIDERATION FOR THE FOLLOWING: - TOWN OF YARMOUTH, ZONING BYLAWS 2017, ¢408.7.6.2 HEIGHT, GROUND -MOUNTED FACILITIES: 'GROUND -MOUNTED PERSONAL WIRELESS SERVICE FACILITIES SHALL NOT PROJECT HIGHER THAN TEN FEET ABOVE THE AVERAGE BUILDING HEIGHT OR, IF THERE ARE NO BUILDINGS WITHIN SOO FEET, THESE FACILITIES SHALL NOT PROJECT HIGHER THAN TEN FEET ABOVE THE AVERAGE TREE CANOPY HEIGHT, MEASURED FROM GROUND LEVEL (AGL). IN NO CASE MAY HEIGHT EXCEED 200 FEET ABOVE GROUND LEVEL." - HEIGHT OF TOWER ABOVE ADJACENT STREET GRADE (ROUTE 28) AS DEFINED IN THE TOWN OF YARMOUTH, ZONING BYLAWS FOR HEIGHT MEASUREMENTS. 5 Pr©Terra DESIGN GROUP. LLO 11 BulldoA: SuIf.R= H.11.y, MA 01035 PA:(413)320- 8 ON�51 TAMS: I I�4rii 11^ B y W SIC J3m STAMP. y: DATE: '212812022 DRAWN: BLM/STZ CHECK: JMMIFEJ SCALE: SEE PLAN A JOB NO.: 17-056 HFT Tn A-2 2 4 5 / DISTURBANCE SUMMARY /+ ��---_—_--- I II PAPA ���' -�.� \a AREA +I I ` / ZQNEK / / / I �j I / / Pr©Terra DESIGN GROUP, LLC �'xeal,F uAil01D35 ITEM AREA (SF) - TREE CLEARING 9,690 (P) GRAVEL SURFACES (DRIVEWAY &COMPOUND) 3,825 (P) LOAM & SEED 6,320 0 (UNBNAOED) / ,,(1BUILDI ,� I I I / \ \ NG D O�N�_sTANTS (P) U/G UTILITY INSTALL TO R.O.W. 405 TOTAL EARTH DISTURBANCE 10,550 (P) FENCED COMPOUND AND O.00K TOWER ITHIN 100'1100' LEASE AREA AREA FEMA FLOOD s m� BOZONE UNDARY (P) TREE LINE + / 1 (E) OVERHEAD I9, _ I / II I L ( UTILITIES \\ _/I O 4 Nm �w O wwww (P) 12" WIDE 14 / I ��' o (E) PAVED I \ ROMAN CATHOLIC BISHOP S S 5 S 5 a w w rc rc rc i - + PEA GRAVEL ° ° PARKING LOT \ OF KI ST. P US KNISH D-1 DIAPHRAGM -°-°-O I ' \ CP.O. BO%25T1 m o O O O O FALL RIVER, MA 0% MAP Go LOT1BB.1 �w-F-y-f AREA=s.a AC. VEGETATED SWALE ' \ w �N NnNwwHp C (P) -___-- WITH CONTROL TYP. 6n wN aN I^ n a a MNEX \ \ (E) WOODED HAOFA) \ AREA 12_ -jI� ri� 1 \ (E) UTILITY POLE II m / FEMA FLOOD (ZONE AE) J�/ 7DO YEAR FLOOD PLAIN AND I (P) PAD MOUNTED 1gg} ' \ LAND SUBJECT TO COASTAL SOIL MAP UNIT: 252A TRANSFORMER • • • CARVER COARSE SAND I (CLOCK TOWER FACE) I \ W qT m STORM FLOWAGE. 11' (NAVD88) HSG: •A• N NO 5 e ` / /I 213. FACE) / rn TOWER /� .. (P) 12 WIDE 1 D-1 GRTL DRIVEWAY \ / / (3 C ZONEAE \ /.�:•9T'. �J (P) DRAINAGE _, • 9 • EASEMENT �(E) OVERITIESHEAD / 8 y UJ \\ (P) TREE LINE T \ W (E) EDGE OF � m 3 PAVEMENT, TV. (E) PAVEMENT / F O 9/\\/ \ i \/ _ MARKINGS, TV. \ E \ / (P) INFILTRATION BASIN \ / I / \ o__,ACCESS EASEMENT\ ' N? 'MTH SEDIMENT FOREBAY 'i--�/ (p) 'NO PARKING'`-------- `0 PUBLIC R.O.W. (PRETREATMENT) i AREA E / (E) PAVED (P) UNDERGROUND v ` �\\ / PARKING LOT - m UTILITIES -(E) PAVED - - - - - - — PARKING LOT \ \\ \ � \\ \\ .UTILIITY EASEMENT TO PUBLC R.O.W.DATE: 12/28/2022 _ \ - - _ ( _ (E) NATURAL �f S I I DRAWN: BLM/8T2 VEGETATED I I / / FILTER STRIP \ I 1 I I --� - \ I _ CHECK: JMM/TEJ _ / _ REPLACE DEAD FRUIT - - PAPA - - // I TREE (IN KIND) ( A SCALE: SEE PLAN A ; h I \ I f �\ �..9_ - _ - PAPA- l JOB NO.: 17-056 \ - - - -/�-1\ (E) UTILITY POLE - - - © OVERALL SITE PLAN 8200-36 P� \ — —g / l (E) BIT. DRIVE `= — �. _ _9 - - - --9- - - _ / OVERALL scn t•-t5'(22m+) A_3 -OHW N OHW OHW OHW OHW OHW- iW,- -61W-OHW��AOHW OH j 1•_,D' D,OT) - - - - - / \ SITE PLAN T5 CONNECT UNDERGROUND UTIUTIES (P) LAZY SPAN POLE / �• / / �-� �- — TO (E) UTILITY POLE #200-36, (AS REQUIRED BY COORDINATE WITH UTILITY UTILITY PURVEYOR) ROUTE 28 PURVEYOR, UPGRADE AS REQUIRED 2 1 3 1 4 5 -15 100' (F) (LE CARRIER LEASE LEASE AREA AREA AREA, TYP.� D 2 e (P) VEGETATED SWALE WITH EROSION CONTROL A-5 I BLANKET, TV. . T I (P) TREE LINE F } }} -( -- (P) 1Y WIDE e] D-1 PEA GRAVEL DIAPHRAGM - - - 2 ZONE% FEMA FLOOD A' ' (ZONE X) (UNSHADED) BOUNDARY ej (P) ' 6' TALL (SHADED) STOTO KACKADE FENCE o-t / e1 (P) AT&T 250 SF A 4 A CA LEASE AREA WITH GROUND EQUIPMENT A, � N I I �13\ I MITIGATION SHIELD, � DESIGN BY OTHERS- - 51 - - e STE C MPOUND---------] D-1 SURFACE (P) 6' HIGH SOUND MITIGATION SHIELD, DESIGN BY OTHERS I 1 ] CARRIER W/(F) CARRIER C F) T-MOBILE 10'.26' CA-3 CA-i, RF EQUIPMENT _ ________ FG = 136± �1 LEASE AREA WITH �`- GROUND EQUIPMENT 5 (P) METER CENTER W/HOFFMAN BOX & ICE CANOPY PROTECTION (AS REQUIRED). PROVIDE 2-MIN. II L FROM BOTTOM OF ELECTRIC I I PANELS TO BASE FLOOD ELEVATION (BFE) I (P) PAD MOUNTED h TRANSFORMER (PAD r I ,ELEVATION / 12.6i \ �� FEMA FLOOD (ZONE AE)- 100 YEAR FLOOD PLAIN AND 1 LAND SUBJECT TO COASTAL L STORM FLOWAGE. 11' (NAV088) 10, a \ (P) 4' SLOTTED PIPE AND STONE FOUNDATION DRAIN \ TO DAYLIGHT WITH RIPRAP OUTLET PROTECTION INV OUT = TBD SLOPE = 0.5% MIN.DRA, NAGE EASEMENT I� � (P) T/LINEAk-7.75 (P) DOUBLE 6' GATES 3 1 4 \IA 0 ON Y�ONE SECTOR NEW IS SHOWN FOR CLARITY. REFER TO SHEETS FOR AND CA-3 FOR CARRIERIER E EQUIPMENT (P) GRAY ASPHALT SHINGLES AND MOUNT DETAILS. (P) PAINTED WHITE WOOD TRIM 2 EQUIPMEILE NT BEHI ND RF TRANSPARENT SHROUD (P) ATIN RF= 1 EQUIPMENT BEHIND RF TRANSPARENT SHROUD 58.0'2 PANEL / FACE -(P) SCREENING (F) RF EQUIPMENT TREES (BY OTHERS), TV. (P) CLOCK FACE (BY OTHERS) 1 CLNLIBING PEGS SHALL NOT BE INSTALLED ON THE TONER LEGS / FOR THE FIRST 14'2 ABOVE 14't PANEL b GRADE, OR A CAGE WITH LOCK WILL BE INSTALLED TO PREVENT FACE, TYP. j ACCESS TO THE TOWER.L // (P) AT&T (2) DC TRUNK LINES, (1) FIBER UNE,� AND (1) INNERDUCT RUN WITHIN TOWER LEG I 4 I a 00 a (P) 2.0'0 STEEL TOWER LEGi,ITE (P) 55'x60' 6' TALL T�YP STOCKADE FENCE )� P) 25.6 LF mil£ e 10"0 CIP UNDER r D-1 18.0'f TOTAL `MOTH DRI SWAY S OF =0.6R \ - 163 PL LEG TO PE LEG \ (E) PAVED \-___12.5' FLOOD NAVD88/(ZONEAAE)HEIGHT / \ PARKING LOT (P) 15' WIDE \ / \ ACCESS EASEMENT \ f / (P) 'NO PARKING' \\`\ TO PUBUC R.O.W. \ / MARKINGS _ -��---------- ----- EXCAVATION & PREPARATION OF INFILTRATION BASIN a FOUNDATION BASE & STRUCTURAL SEDIMENT FOREBAY D_1 BACKFILL MATERIAL SHALL BE IN _TREATMENT) ACCORDANCE WITH GEOTECHNICAL (I i i \ \\ RECOMMENDATIONS (BY OTHERS) z UNDERGROUND jl U' .70 3., I UTILITIES —T,-����" ( I1 F�—(P) 10' WIDE UTILITY EASEMENT ©a COMPOUND PLAN �1 5Cn1E: t'-2W (l IA7)) q_4 t'-2o' (tln� 10 EXI ANOPY NO EXISTING TREE CANOPY HEIGHT PROVIDED BY VIRTUAL SITE SIMULATIONS, LEG WITHIN "TREE ANALYSIS PACKAGE- DATED MARCH 15, HEIGMOM 2022 (TREE HEIGHTS OM LIDAR SOURCES). ( TO PUBLIC R.O.W. 2 3 4 5 Pr©Terra DESIGN GROUP ,yyLLC BuAEN A; A,NeR2DD Bau.y. MA o10]6 Pn:(4f])]20-ante D il 5: S MIN. SEPARATION PROVIDED FOR ALTERNATE (F) 8' TALL ANTENNAS �A MIN. SEPARATION PROVIDED FOR z ALTERNATE (F) 8' TALL ANTENNAS -(P) RFP/PVC PANELS m Od (FIBER REINFORCED POLYMER) F5 Z 2 PAINTED GRAY 1' F v g F 10 2'' Y(P) WHITE RFP/PVC TRIM z _ / (TOP AND BOTTOM) 4 x F _*«o w x (P) MIN. ELEVATION FOR TOP OF CONCRETE PIER FOUNDATION = 13.6'NA\ (MIN. V ABOVE 13.5') (F.G. AT TOWER (ASSI �(P) REINFORCED CONCRETE ELEVATI01 FOUNDATION PENDING RESULTS OF GEOTECHNICAL REPORT ELEVATION (CLOCKTOWER)�1 o 0 1 m 1qmqpp a O N ry 1 60ya9 � J y DD W U) m0 57B61G M. DATE: 12/28/2022 I DRAWN: BLM/STZ A JOB NO.: 17-056 SHEET TITLE, COMPOUND PLAN & ELEVATION e_e D (P) 100'X10O--i LEASE AREA 11 (P) VEGETATED SWALE-,_ WITH EROSION CONTROL BLANKET, TYP. I 2 _12'A-5� \� T 3 —. �1 T- (P) DRAINAGE EASEMENT B (P) TREE UNE- 2 1 3 PLANTING PLAN D D CALF: I::4W (II.7) A-5 4 5 )yea EAGN PLABTG NDE GALV. N1RE.ORCaRDEW GNMoviMerLLtaWv TE 1RLGA, O 'GEM EA. 14­WANE GA-MUN CURE. cEN TBMllY ALLCKN PER NK 2�.R LgSILN. 00 DAMAGE OR CUT � NRR 2 T-BARS 40 X 40 X 5 X TSUGMM FBI E KNEE MIM 00"NOTT NJURE BRANCNO RETAIN RCOULARM D CONSULTANTS' LONGWMM RWT BALL, WTI ONE I ADE E PREVAILING ODDS (OPTIONAL). TRUNKS OF THIN BARKED TREES WIN PPTIME MAP AT APPROPRIATE TIME CROWI RF ROOT AlBSHN�EEARFOR SAME GIRADERAS IT DID iOTPFENWS °GRADEVOP ME AREA LN (() 3'-R6' MIN. DIA. CEDAR STAKES e' WYSDE ALL WM GNE GN SIDE ■� ml PRE PLANING C�KEPRAWAT PEVAI T WNRS (1111 AND ONLY TO BE USED GN TREES LARGER THAT 1' CAMPER) HOLE FROA TRUNK AM SAUCER ONDWN OP ROOT III IS EO OEM SPARE ISH DE AS li DID NODS .. ° MEDGE E ROOT ALL OU D EDGE BACKFlLL WTH NAFW BOIL ISHEO GRADE WT AND EMOVE TOP 1n E TO G ADE EVER `HIRE UNK NODE. °� :wAT FROM ,HONK. EEAE RMED SAUCER AROUND BACE 11 WIN BALL K xpnVE saL PLACE Alliance 37 SOWN NeowN! 9, SUNG 3NE AmMIs1. Mp O1W2 A116By.1466 TO VOID EMI.ING, DO NOT V-TNE EXCAVATE BENEATH RWTBALL�. TpD EMOVE i0P 1/3 DE BORLAP, NGTF�. ANDWRE BA%ET FROM ROOT BALL t. ROOT B OLAMA MABR .UN IM DfsTDr e R°r epu. TAWNG TREE STP)(E. ',,•_-2. WGNLYSAFT:R INST —..,.,, B GRADE, TO AVOD EiilAxC > REGOOW TREE RINGS AD STAKES TWO 0 NOT E%CAVANE ENEATH ROUT BALL S AFTER INSTPLLATON. NOTFa. 0. MNWDEA&ENAGE FOR PLANING PIT IF N DAMAGE MAIN ROOTS OR DESTROY S MUS} BE TAGGED AND APPROVED I RWT DD NOT ALL WHEN lysq'LLINGNIHEE STAKE. S, BYY ENSULTANT XIMIN 14 DAYS AFTER STALLATON. DER COSNC. EMOVE IRE RINGS AxD STPIfES TWO YEARS AFTER INSTPLLR PLA 0. MAPS DRAINAGE FOR PLANTING PIT IF IN IMPERMEABLE SOIL. 5. ALL TREES MUST BE TAGGED AND APPROVED T Nr YRNMN i4 DAYS AFTER TENDER C-1- TREE PLANTING DETAILS (ALL SOILS) TIE PLAN o m NOT TO SCALE CLEANLY PRUNE ON,DAMAGED, DISEASED AND/OR WEN( BRANCHES �J FINISH MADE AROUND N TO EAREAME AS ORIGINAL GRADE BF THE p ANTIN NOTES / W OVER ENTIRE PLANING HOLE AND ED PLANING SMALL EMEWED TO TIE UNITS SHOWN ON TIE ACLOMPANYINO SPELIFl ALL BE 1 PUN' ECI b R,' 5 y IG 6pe <Q op W gNONG AREAS �ECONSEN A ON P D ftfLWAYMREAS P TOR SHALL PROVDE PROJECT DESIGNER NTT SAMPLES. PHOTOS, IT SHEETS, AND BE NS DOCUMENTATION FOR ALL PROPOSED MATERIALS AS NEEDED TO ENSURE THE PRODUCTS TO _CREATE SAUCER AROUND ROOT BALL D USED GN-SIDE MEET NHE DESGN 11—T AD SECIFlCATGN TO DELWERY TO ATE. CGN...A BACKFILL VONH NAIVE SOIL CTS TO BE APPROVED BY PROJECT DESIGNER P.N. J.P SHALLFT 1XE RECEIPT OF PLANTS IN GOOD CONDITCN, AS SECIFlEO AND IN TIE RANT SEBSTTITON MAY ONLY BE MADE BY PLACE AWARCE ',; 07 J T \ ANISHED GRADE ALL BM ERCIAµY ODTNNED STOCK WLL BE BARE ROOT (PLANING OF BARE RWT RANTS HILL �1 INSTALLED CUMIN APRIL ISi LO JJNE ISTH OR SEPTEMBER 15TH i0 NOVEMER 30TH), Il0 y iq S, — CARENLLT REMOVE TOP 1/3 E T ER-GROWft OR BARB, AND SECURED THROUGH RESWAL SOURCES TO ENSURE THAT RL"V1 SR WLL BE ADAPTED TO LOOM. CLIMATE AND ATE -SPECIFIC CGNOIWs. ALL PLANT WgUP OR CCNTMNER BP CGNTNNER MPEOAL SHALL CDNFGNM TO THE CUIDEUNES ESTABLISHED BY 'ME AMEWCAN NURSERY AND B y = y S NI- ORGANIC REMOVE COMPLETELY) LANDSCAPE ASSOCIAI-, LATEST DUTCH (P) BARK MULCHUJ T SEVERAL EITS IN IN ROOT 4 P LO WS SHALL BE BE STAKED IN ME FIELD PRIOR To INSTALLAION Fat APPRWN. BT J AROUND TREES - E RRNEMABONO FAquiAE ROOT NR S➢CTURON l AND MAT BE ADJJSTED BASED GN SRE SPEaFlG CONDm0N5. PLANT m £ SU E TO COMMERCIAL AVAILABILITY OR HRNt01DGICAL WxanGNS MAY BE MADE O CRA.E TO _ PROJECTUOESIGNER. F SE ­ SING OOBNOi E%CAVAIf TO D 5 KEEAND.N WILL BE ELATED AS NEEDED TO ENSURE PLANING IS COMPLETED DURING MY \ I DEEPER THAN ROOTS 0 PLANING WLL OCCUR IN FROEEN GROUND. \AO 1. WATER 1N°R000HLY AFTER INSTALLATION. 6. PLARTNGS WLL BE COMMENWRATE WTN ALL NOTES AND SPECIFIC.— ON THIS PLAN. OWNERS STAMP. \ fGN PLANING BED INSTALLATION E%CAVN TS ENTIREP TATIVE WLL BE °N SITE DURING PLANING OPERATIONS TO FlNAUEE EXACT LOCATWS SHRUB BED AS SNGWI W PRO.ECT DRAW WALL PLANTS BASED UPON SPECIFIC M C HREAND D SITE EOOEMENTS NDff;. EED WILL BE MIXED IN MESPECRIED PROPORTIONS BY HEIGHT AND DOCUMENT ME VEND)N'S �W1MSF Sl TENT REPLACE IN KING 1 FRUIT TREE SUARAN E ANALYSIS SEED Wu BE aPPMEO BY THE egoMCASr METHOD Ar THE RATE () ME EEEONC WILL TAKE PLACE AFTER ALL OTHER PLANING IS LWPLLTE. PLL SEEDED W i 'W' WITHIN TREE BELT NORTHEAST OF SHRUB DETAIL 4 MRo-MULCHED WIN A TAGKGMR GR WVERED W. AN EROSION LDNTRDL TONER (SEE PLAN A-3 FOR LOCATION). DT TD SCAIf BLANKET TO REDUCE EROSION. A-5 E CARE WLL E TAKEN DURING THE SITE PREPARATION AND PLANTING WIRK TO AVOID WMPACION E SOILS. THE iRACTW SHALL E RESPONSWLE FOR THE CAREFUL INSTALLATON, MAINTENANCE .. 9 (INCLUDING WALL PRLANTS"sHALLABE GUARANTEED BT THEDED AREAS E CONTRACTORiO EALL ugMNPRY°EPA DT WITTY HEALTHY FOR A 1f MW1H PENiW. B I WN M ME NT OYMER WLL BE FCt RESPoNABLE FORREPLACINGVEGETAION P xG EROSION A AIx NG THE PROPER FUNCTION E 1.0 FLAT BOTTOM Imo— SEE PLAN SEE PLAN ---�j FINISHED GRADE � BE U9:DNONO2:B SLOPES ^ IN VEGETATED SWALES. t� 4" TOPSOIL, FERTILIZE AND SEED SIDE SLOPES AND BOTTOM WTH NEW ENGLAND ER09ON CONTROL/ RESTERAMON MIX FOR DETENTION BASINS & MOIST SITES BY NEW ENGLAND WETLAND PLANTS. INC. OR APPROVED EQUAL (1LBS/1250 SF) VEGETATED SWALE SCALE: NONE p_5 2 Puxr us S SYMBOL COMMON NAME SCIENTFlG NAME ZE (MINIMUM) ODES ERGREEN CT WWite teen LM1amaeclgarle L 6' TO 8 TALL NATIVE 1I Hd1y 6' TO e' TALL LWnn Ree Ceear JwipvuOPovirRASONN TO e' TALL LADSCAPE SHRUBS RN Roe , RM1aeaemdron RI d—drw ..Aims. 3' MG 4' HCT each Plum 3• TO 4' HIT NI"ueN OueNeny VaaHMUmnlcveym NAIVE N—A, BP>beny MHlaa P Avw MT NAIVE VT Derry BueN 3' TO 4' HGT NATIVE NPI E THE YEAR P IN EGNNDI MUST W. AEMALNTENANCE .N. 502 WRNVAL RATE. PLANTNDS SHALL SE MONITORED FGN A DATE: 1212812022 0. THE PROJECT DEBIGNER WLL PROVIDE A PLANTING REPORT TO TIE CONSERVAnGH COMMISSON DRAWN: BLMISTZ U ETW OF THE RESTORATION AREA. t. MEITIGAnW AREA, DEFlNED IN THE LANDSCAPE PLAN, SHALL BE MAINTAINED As A NATURAL CHECK: JMM/TEJ PERPETUITY.AREA IN SCALE SEE PLAN 1°IIN—VA914E SPECIES REMEDIAnON NO FOLLOW PROPER SAFETY AND ENNRGNMENTAL A ES. ALL CUT INTO BE DEF-SE AND DISPGSED E PROPERLYJOB NO: i] . .-056 GUIDELINES. I ANDSCAPE MAINTENANCE H T TIME, I. NUAL PLANT SPENDSCAPE MAINTENANCE MAT BE REWIRED TO CONTROL UNDESIRED AND INVAMVEES pF EIESEIBryE CTOR IOF E LANDSCAPE PUNTS SHALL OCCUR ONE (1) TIME PER MGNTH FOR 'E FIRST PLAN��V YEAN.THISenON SHWID INCLUDE AN ASSESSMENT OF TIME HE— AND Neat AND ERADICATION E ANYALL BESMODy ANTMxE�O, °AND RSPAI EORAS NEEDED, MAY SPROUT. . NAn�k PlµTS MATE ADDED AS NECESSARY IN THE EVENT Of PLANT LOSS. A_11A,, 0 C B 3 4 I / //'� // PRLOCUS OPERTY LINE T 1 i 115't FALL I50-117.1 I \ \ ZONE AND TREE ZO BUFFER ZONE J \ \ \ I I (saunl a< MST) 50-184.11 E ) �(P) 15, WIDE ( J17 ACCESS EASEMENT TO PUBLIC R.O.W. a 1 ✓ \ / 50-198J I 1 \ \ 50-196 — ' A / .� �/ ^ , 50-186 50-'197 50-195 / 5G-187 42-33.1 / \ \ / / �� 50-17 1 PROPERTY LINE OFFSET PLAN ISO '7 (11N7) ,� \ (/500--111775 5 PARCEI, 42-33.1 a156N FROM (P) TOWER CENTER 68G'2 42-38 488'2 42-39 451't (BUILDING 1) 42-39 469't (BUILDING 2) 50-02 701't SG-03 425'i 50-04 506'2 50-05 602'S 50-06 571't 50-07 48]'t 50-08 406'3 50-09 433'2 50-10 4]6't 50-11 545't 50-13 565't 50_14 676'3 50-15 668'. 50-16 663'3 50-17 673'2 50-36 742't 50-94 577't 50-95 463'i= 50-96 374't 50-97 426'f 50-98 533'i 50-100 328'2 50-101 4sV' 5G-117.1 490'f 50-171 499't 50-172 4]8'2 (BUILDING 1) 50-172 511't (BUILDING 2) 50-174 521't 50-175 571'3 50-184.1.1 334'i 50-185 250't 50-186 339'± (BUILDING 1) 50-186 404't (BUILDING 2) 50-188 50-189.1 277'2 167't (CHURCH ON LOCUS) 50-190 259'2 50-191 134't (BUILOING 1) 50-191 164'f (BUILDING 2) 50-191 188'f (BUILDING 3) 50-191 277'3 (BUILDING 4) 50-192 33012 50-193 292't 50-194 214't (BUILDING 1) 50-194 25G't (BUILDING 2) 50-195 391't 50-196 324't 50-197 50-197 365'3 (BUILDING 1) 379 ± (BUILDING 2) 50-198 451'2 NOTE: DISTANCES ABOVE BASED UPON BUILDING STRUCTURES (2-D, FROM ORTHO IMAGERY) (JUNE 2017), PREPARED BY OFFICE OF GEOGRAPHIC INFORMATION (MASSGIS), COMMONWEALTH OF MASSACHUSETTS. MASSIT ProTerra DESIGN GROUP, LLO ne . 11, ROUE A A: M RE 200 HO ley, M035 Pn:(413)320-4Ms D oLN> 1T(L /NTs: vv b0 0.Y q J o0y � _ B y W H ccm3 . O STAMP M '� 1YZ�bw DATE: 1212612022 DRAWN: BLM/STZ CHECK: IMMI EJ SCALE SEE PLAN A JOB NO.: 17-OM PROPERTY LINE 11.1 A-6 I 2 1 3 L 5 I 6.6 PT WOOD OR 4" SCH40 METAL POSTS W/CAPS, 8' O.C., MA 3' /2 CEDAR OR NO SLATS, STAIN OR SE, TO PROTECT FROM E HORIZONTAL CROSS MEMBER (INSIDE), 3 2500 PSI CONCRET L f 2"9, TYP. (CONCRETE RECUR FOR METAL POSTS c CROWN OR PITCH AS NOTED ON PLAN 4" THICK (MIN.) QJS WASHED STONE 4% 4$ ,L,1 MASS DOT I APPROVED EQUAL) 12" OUTSIDE OF �(( EDGE OF GEOTEXTILE REINFORCEMENT 4" THICK SURFACE COURSE OF AS REQUIRED OVER WEAK 1-1/2" DENSE GRADE CRUSHED SUBBASE STONE OR HARDPACK GRAVEL FOR EXISTING PROOF -ROLLED >7.5% SLOPES (MASS DOT M2.01.1) SUBGRADE. BANK RUN GRAVEL OVER PARENT MATERIAL 12' THICK GRAVEL SUBBASE (MASS DOT M1.03.0 TYPE B) 1.AALLL GRANULAR MATERIALS SHALL BE COMPACTED TO 95t% MAXIMUM DRY DENSITY BY STD. PROCTOR METHOD 2. ALL CUT AND FILL SLOPES TO BE COVERED WITH JUTE MESH EROSION CONTROL BLANKETS AND/OR HYDROSEEDED NTH NEW ENGLAND ROADSIDE MATRIX MIX AT B 35LBS PER ACRE OR EQUAL. 3. IF GROUNDWATER IS INTERCEPTED, A SUBDRAIN OUTLETTED TO DAYLIGHT SHALL BE REQUIRED. CONTACT ENGINEER FOR SUITABLE DETAIL. DRIVEWAY SECTION SCAT[: NONE p_1 N IS. INC. OR APPROVED EQUA/1250 SF) NDIEL NEW ENGLAND WETL>,ND HYDRAULICALLY APPLIED MULCH 4' (MIN,) COMPACTED DEPTH OF TFERTILIZE BLANKET OR DOUBLE STRAW & LIME IN ACCORDANCE WITIFICATIONS TYPE EROSION CONTROL FILE TERRA BLANKET MAY BE UTILIZED AS A FGAULICALLY SLOPE TREATMENT ALTERNATIVE. APPLIED MULCH & CONTROL BLANKET MANUFACTY PROFILE PRODUCTS, LLC BGROVE, IL. SEE TABLE FOR APN RATES. FLEXTERRA APPLICATION RATES SLOPE RAM LESS THAN 4.1 250D LB/ACEXISTING SCARIFY SURFACE TO 3:1 UNDISTURBED OF SUBGRADE TO a:t 3000 LB/AC2" SUBGRADE DEPTH 3:1 TO 2.1 3500 LB/AC 2.1 TO 1:1 4000 LB/AC SLOPE TREATMENT �1 SCALE: NONE D_1 F A 3 AA LOCK BOX WITH GATE KEYS SHALL BE PROVIDED FOR EMERGENCY PERSONNEL ACCESS. 4 PL. 6,6 PT WOOD OR 4" O.D. SCH40 METAL POSTS W/CAPS, 8' O.C., MAX. 3' /2 CEDAR OR WOOD SLATS, STAIN OR SEAL GREY TO PROTECT FROM ELEMENTS HORIZONTAL CROSS MEMBER (INSIDE), 3 PL. SECURE CURTAIN TO SLATS AND POSTS PER MANUFACTURER'S RECOMMENDATIONS 3' I2 CEDAR OR WOOD SLATS, STAIN OR SEAL GREY TO PROTECT FROM ELEMENTS SOUND MITIGATION SHIELD MOUNTED HORIZONTALLY ON FENCE INTERIOR (ONLY FOR SOUND ATTENUATING AROUND (P) GENERATORS. SEE PLAN VIEW FOR LOCATIONS) 2500 PSI CONCRETE A 12 9, TYP. (CONCRETE REQUIRED LJ LJ, FOR METAL POSTS ONLY) 2 PL. CRETE REQUIRED T_ METAL POSTS ONLY) SECTION A -A STOCKADEFENCE SCA1E: NONE 4 5 A SOUND MITIGATION T- PRE (PER "ENWRONLINTAL pr©Terra SOUND ASSESSMENT- PREPARED A MODELING SPECIALITIES) MOUNTED HORIZONTALLY ON FENCE 6s6 PT WOOD OR 4" O.D. INTERIOR (ONLY FOR SOUND ATTENUATING AROUND DE81GN GROUP, LLO SCHM METAL POSTS (P) GENERATORS. SEE PLAN VIEW FOR LOCATIONS) W/CAPS, W O.C., MAX. 3" 82 CEDAR OR WOOD SECURE CURTAIN TO SLATS AND YRura SLATS, STAIN OR SEAL GREY POSTS PER MANUFACTURER'S 301.. A. A�ite zoo TO PROTECT FROM ELEMENTS RECOMMENDATIONS Iaaley. MA .3 PM1:(e13)32a .IB D .OA'S� I TIL. ANic: I p� HORIZONTAL CROSS F- �,� I•, MEMBER (INSIDE), 3 PL. .I CURTAIN OVERLAID OVER POST, TYP. (( C1 I. 2500 PSI CONCRETE L; 12"6, TYP.lww BACK (INRIDF) VIEW p � G �_ 5 ��rc�rcrcrc C MIRAFI FILTER FABRIC 140N 6"6 SCH40 C.S. PIPE. OR APPROVED EQUAL FILL WITH CONCRETE REMOVE (E) TOP SOIL & SUBSOIL. REPLACE (AT 4000 PSI) WITH CLEAN STRUCTURAL FILL IN ACCORDANCE WITH RECOMMENDATIONS GRADE WITHIN GEOTECHNICAL REPORT (BY OTHERS) �(E) PARENT MATERIAL, PROOF ROLLED SUB -GRADE COMPOUND SURFACE %�) SCALE: xaxE p-1 5' WIDE E SPILLWAY S TOP •18"0^j� BOLLARD �1 SCALE: NCNE p_7 INFILTRATION BASIN S10E SLOPES AND SEDIMENT FORMAY SHALL HAVE 4" (MIN.) TOPSOIL WITH AT LEAST 4% ORGANICS. INFILTRATION BASIN BOTTOM SHALL HAVE A FREE DRAINING SANDY LOAM SOIL. FERTILIZE AND SEED SIDE SLOPES AND BOTTOM WITH NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DETENTION BASINS & MOIST SITES BY NEW ENGLAND WETLAND PLANTS, INC. OR APPROVED EQUAL. PROVIDE EROSION CONTROL BLANKET FOR STABILIZATION. r SEDIMENT I FOREBAY FORM ELEVI `8.5 7.75 RUNOFF IMPERVIOUS CORE MATERIAL WITH PERMEABILITY LESS THAN 10•(-5/CM/SEC) THROUGHOUT ENTIRE BASIN BERM _ BASED ON "SUBSURFACE EXPLORATION REPORY PREPARED BY TOWER ENGINEERING PROFESSIONALS, INC. DATED JULY 2, 2021, SEASONAL HIGH GROUNDWATER=3.2' BELOW (E) GRADE (ELEV. 4.82 NAVD88) INFILTRATION BASIN �1 SCALE: NONE D_1 3/4" TO 1-1/2" SURFACE STONE (MASS DOT M2.01.1, M2.01.2, M2.01.3, •a M2.01.4, OR APPROVED EQUAL) �— RUNOFF 140N FILTER FABRIC OR APPROVED EQUAL 3/8' DOUBLE WASHED ffMIRAF1 PEA GRAVEL (MASS DOT M2.01.6 OR APPROVED EQUAL) 1 12"--I PPEEAEGRAVEL DIAPHRAGM SHALL BE INSTALLED AROUND DOWNHILL SIDE OF FENCED COMPOUND. PEA GRAVEL DIAPHRAGM �1 SCALE: NCNE p_1 iF11€ ]bh atte is o wood antl managed by BlveSlty Tower Partner; LLC. *ueSkyTowers Par lnform.Han un leartnp er s/Harres; Plaasa ronbet va aC - (MB) 960•79S8 or Ivio661ueskytoweneom www.6lueskytow SST site: MA-5104 SOUTH YARMOUTH FCC Tower ID: N/A No Trespassing Prior autkarixatton required. YNYIen will be prosecuted to We [ulleR extent of Ne law. DOES NOT INCLUDE FCC I REGULATED SIGNAGE PER THE CONTACT SIGN / CARRIERS FEDERAL LICENSE. .A. NONE D-1 44 Svv B y y (p W F m 0 STAMP: 4: �I'ya_ „hyL DATE: 1212812022 —1— RIM/ST> I SCALE SEE PLAN A JOB NO.: 17-056 DE'TAIIS 2 1 3 I I (P) ICE BRIDGE (P) PROPANE GENERATOR I WITH RF CABLES CA-1 O 3 A- ON 4'x10' CONCRETE PAD ELEV=13.6' NAVD88) WITHIN 9'z15' LEASE AREA I I I I ------- --\-----------, q (REMOTE EMERGENCY DISCONNECT REQUIRED FOR ,IITL > 20KVA GENERATOR) I / RBS RBS PPC I (P) CONCRETE PAD (MIN. TOP OF - I CONCRETEELEVATION=13.8'NAVD88) (F) 3' (CONCRETE PAD) — (P) 6' HIGH SOUND I I RBS AqV BBU MITIGATION SHIELD, DESIGN BY OTHERS 3' (LEASE AREA) \ ------ --------- ------ I I I E.E5S LIGHT (P) CABINET, CONTROLLED (P) UNDERGROUND I I Tom' BY TIMER FOR $ UTLITIES L--------------J 1A,2 4.5 TECHNICIANS C Qp_1 (P) GP TEINNA- ON ICEBRIDGE GROUND EQUIPMENT LAYOUT PLAN ©" SCALE 1'vY (22x3') CA-1 1S SECTOR A (P) CLOCK TOWER B WO TV.NRF eRRU, Qp_ SECTOR PIPE -MOUNTED TRANSPARENT(iSECTOR B 120PL ANTENNA, TV, OF 2 PER SECTOR (6 TOTAL) CA-1 PI PE -MOUNTED BEHIND BE TRANSPARENT MATERIAL R ANTENNA PLAN %21 © 1'=1 -Y (22x54) CA-1 W (11.17) 1.5 2 CO -APPLICANT INFORMATION ProTerra DESIGN GROUP, LLO SITE NUMBER: 4HY0604H a Boy 8aa4 T • •Mobile • 15 MOBILE NORTHEAST, LLC WIIHaENy MA 01 5 15 COMMERCE WAY SUITE B Px: (41]),T20-seta NORTON, MA 02766 I) f,()NSULTANIS: EQUIPMENT SIZE AND NUMBER SHALL BE CONFIRMED WITH FINAL RF DESIGN. YII—� NT GPS ANTENNA: W o RMO RA010H AD: 5"Hz3.2"D w555555 PANFI ANTENNAS: ERICSSON 4480 B71+B85: o 21.6"Hi z 15.7"Wt x 7.5"D3 '� mmm ERICSSON AIR6449 B41: ERICSSON 4460 825+866: LL g P f G 33.1"Ht X 20.5"Wi X 8.5"D2 19.6"Ht z 15.7"W2 z 12.1"D2 ERICSSON 840590966 (OCTO): 95.9"Ht z 23.1"W3 x 7.1"02 THWICAL EQUIPMENT SIZES SHOWN. a ACTUAL EQUIPMENT MAY VARY. ANTENNA EQUIPMENT %3 1 N SCALE: NINE CA-1 ICE BRIDGE SPACED ANCHOR CONCRETE PAD'- AL ERNATE ANCHORING DETAIL CONCRETE FOOTING ICE BRIDGE �1 SCALE: NME CA-1 4 b !� 1 a414I I � h o� cNo!� ! pp4�� ICEr";� J 90y9� � J 8 y W M W a mO F F STAMP. 4; 1 I•yt8nbzl. DRAWN: BLM/STZ CHECK: JMM/TEJ SCALE: SEE PLAN A JOB NO.: 17-056 DETAILS CA-1 5 4 1 5 I 3 CO -APPLICANT INFORMATION !� MODEL RIBS 6102 IF rHEIGHT ERICSSON 51.2" SITE NUMBER: 4HY0604H KOHLER. D PLAN 27.6" T • •Mobile ■ 111I TE B ERCE WAY NORTHEAST, LLC 57.1" NORTON, MA 02766 :;:IN 728 LBS.'-""� ATTACH RBS CABINET TO BASE FRAME PER C MANUFACTURER'S GUIDELINES B RDS BASE FRAME (DIMENSIONS TBO).� ANCHOR TO CONCRETE PAD PER MANUFACTURER'S GUIDELINES EQUIPMENT CABINET (RBS) SCALE: NONE CA-2 MODEL RAC-24 MANUFACTURER URC URC PELL WAND OTH DEPTH 2O.0" ❑ HEIGHT 24.0" (37.1 TH PLINTH WITH . 85 LBS. (EMPTY) WEIGHT 388 LBS. (MAX.) PURCELL CABINET (AAV 4 SCIIE. NONE CA-2 rn MODEL 3799340400 MANUFACTURER DELTA ODTH 20" DEPTH 10" ( HEIGHT 40" FRONT WEIGHT 75 MS. POWER PROTECTION CABINET (PPC) SCALE. NONE CA-2 MAINTAIN MINIMUM NEC-COMPUANT WORKSPACE CLEARANCE 30" WIDE, 36" DEEP, 6'-6" HEIGHT P��9 F®m9 N lo= J J II 1 E )r.p I MODEL DUBBM-2ALM MANUFACTURER MFS DATA SERVICES WIDTH 28.54" DEPTH 28.54" HEIGHT 0 UNIT) 29.67" HEIGHT (3 UNITS) 89.01" SIDE FRONT BATTERY BACK-UP CABINET (BBU) SCAIE: NONE CA-2 MICAL T-MOBILE CARRIER EQUIPMENT SHOWN. VARIATIONS IN CABINET STYLES AND GENERATOR SUBJECT TO AVAILABILITY AT TIME OF CONSTRUCTION. 2 1 3 Fr36NW PROPANE GENERATOR I ON 4.10' CONCRETE PAD ANCHOR TO CONCRETE PAD PERK MANUFACTURER'S GUIDELINES REMOTE EMERGENCY DISCONNECT REpU1RED FOR > 20KVA GENERATOR GENERATOR DETAIL %') scnLE. NONE GA-2 GROUND TANK PER NFPA 54. NFPA 58 AMID MASSACHUSETTS FUEL GAS CODE 500 GALLON PROPANE TANK (3.1'3W x 9.9'±L N 3.8'2H). PROPANE FILL/OUTLET PORT FINAL DIMENSIONS BASED ON MAINTAIN 10' MINIMUM CLEARANCE TANK MANUFACTURER PROVIDED FROM IGNITION SOURCE BY PROPANE TANK SUPPLIER. CAST -IN -PLACE CONCRETE PAD (MIN. ELEV=13.6' NAVD88) ) A�4k 1. ES. 1. THE PROPANE SYSTEM IS SHOWN T THIS DRAWING AS A PERMITS AND ONLY. A LICENSED GAS FITTER SHALL OBTAIN ALL Y REQUIRED PERMITS AND CONSTRUCT IN ACCORDANCE WITH THE UnUTY PURVEYOR AND MROVIDE ICE EBRI FUEL GAS CODE V NECESSARY. 2. PROVIDE ICE BRIDGE PROTECTION OVER INLET/FILL VALVE AS REQUIRED. PROPANE TANK ON CONCRETE PAD SCALE: NONE CA-2 4 1 5 Pr©Terra DESIGN GROUP, LLC xa81AB.' I.2W y. PN:(413)33U-4818 D kI l aS1{� � e' � am �q i�gi ' J I Lu h r7 J W � 3 z In3: .I'y28�byt� I JOBNO,:1...0.5 e.w ..nn SHEET nn CA-2 1 2 3 Pr©Terra PANEL ANTENNA, TYP. OF 2 PER SECTOR 16 TOTAL), e3 DESIGN GROUP, LLC SECTOR A PIPE-MCUNIED BEHIND RF CO -APPLICANT INFORMATION 340' TRANSPARENT MATERIAL CA- °gg A4 NA7R0 SITE NUMBER: MA-5104 �1H°d°y. 01035 3 MIN ) '� ^� (� NEW CIRCULAR WIRELESS PCS, TLC PN:(413)320 4918 D (P) CLOCK TOWER 550 COCHITUATE ROAD FRAMINGHAM, MA 01701 pN TANTc qr�, D \\ V Z\ O SECTOR C ° 220'/ REFER TO CURRENT 0-l--O RFDS FOR RF EQUIPMENT SPECIFICS 3 RRU. TYR. OF 4 PER SECTOR Toll CA-1 (12 TOTAL), PIPE -MOUNTED BEHIND O SECTOR B .M V RF TRANSPARENT MATERIAL 90' ,W ,4y SURGE SUPPRESSOR: 3 PIPE -MOUNTED 18.2"2H x IO.2"tW x 31.4"2D e w w SURGE SUPPRESSOR, O w w aw Cp- TYP OF IlA w555555 FRONT ME PANEL ANTENNA: REMOTE RADIO HEAD: CPS ANTENNA: C C 71.2"tH x 21,0"3W x 7.8"tD 18.1"2H x 13.4"tW x 8.2"30 5" iH x 3.2"±D - 71.2"iH x 20.7"3W x 7.7"tD 16.5"2H x 13.4"tW x 5.9"3D 17.9"tH X 13.1"2W X 9.4"2D o iO 14.9"fH x 13.2"tW x 10.9"±D NOTE: TYPICAL EQUIPMENT SIZES SHOWN. ACTUAL EQUIPMENT MAY VARY. N ANTENNA EQUIPMENT © ANTENNA PLAN 6°"" "°"` t 3 °° oopp SCALE: NONE CA-3 b ! ¢ aroE. GROUND TANK PER NFPA 54. w �°wq NFPA 5B ANO MASSACHUSETTS 1q �i 1n POST CAP FUEL GAS CODE vj J 24•� 500 GALLON PROPANE TANK x •••���`iii J GRIP STRUT ICE (3.1'±W x 9.9'IL x 3.8'2H). PROTECTION PROPANE FILL/OUTLET PORT FINAL DIMENSIONS BASED ON MAINTAIN 10' MINIMUM CLEARANCE TANK MANUFACTURER PROVIDED �i B FROM IGNITION SOURCE BY PROPANE TANK SUPPLIER. BCC = W CAST -IN -PLACE CONCRETE PAD m 3 LEVEL ANGLE (MIN. ELEV=13.6- NAVD88) O ICE BRIDGE KIT POSTS BRACKET TRAPEZE ' SPACED 8'-0" MAX. ` AMML: LM I ,VOO ANCHOR CONCRETE PADJ'"• a ALTERNATE NO THL DAIS 72/28/2022 PROPANE SYSTEM IS SHOWN ON THIS DRAWING AS A SCHEMATIC ONLY. pN HORI�O�FTAIy CONCRETE A LICENSED GAS FITTER SHALL OBTAIN ALL REQUIRED PERMITS AND DRAWN: BLM/STZ CONSTRUCT IN ACCORDANCE PATH THE UTILITY PURVEYOR AND MASSACHUSETTS FUEL GAS CODE AS NECESSARY. CHECK JMM/TEJ FOOTING 2. PROVIDE ICE BRIDGE PROTECTON OVER INLET/FILL VALVE AS REQUIRED. SCALE: SEE PLAN A A JOB NO.: 17-056 ICE BRIDGE PROPANE TANK ON CONCRETE PAD / SHEET VTL.E�T 'r/����/ SCALE: NONE CA-3 SCALE: NONE CA-3 /MI A Py{MAN DETAILS CA-3 2 3 5 CO -APPLICANT INFORMATION SITE NUMBER: MA-5104 � (� t NEW CINGULAR WIRELESS PCS, LI 1: D • 1 1 �'f a JVVI ('AIT"C550 HITUATE ROAD 6 X 6 WALK IN CABINET — ASSEMBLY DRAWING TI FRAMINGHAM, MA 01701 • External Dimensions • 8(r x 8W x 113• • Internal Dimensions S EGRESS LIGHTS ON WALK-IN CABINET • 72" x 72" x 105" FOR MAINTENANCE C (P) HVAC UNIT (P) W-8'x6'-8" WALK-IN EQUIPMENT (p) DC CABINET ON (P) 8'-8"tx11'-0"f BREAKER BOX P CONCRETE PAD OR CONCRETE PIERS G (MIN. TOP OF CONCRETE PAD I $' Z.ELEV=13.6'NAVD88) 6' RICH SOUND— I MITIGATION SHIELD, MI DESIGNr BY OTHERS 2 (P) AT&T PROPANE 10' MIN. TO B CA- GENERATOR ON 4'x6' CONCRETE PAD BUILDING / PENETRATIONS (MIN. ELEV=13.6' NAVD88) & MECHANICAL INTAKES S I (P) AUTOMATIC (P) AT&T 250 SF TRANSFER SWITCH (EASE AREA � I WITH 3' CLEARANCE I � (P) RF CABLING RUN --________-- -- ----1 J ALONG ICE BRIDGE TO TOWER (P) DIRECT AIR 2,3 (P) ICE BRIDGE WITH I COOLING (DAC) CA- CPS ANTENNA _ PLAN NOTE: 6'-B" X 6'-B" EQUIPMENT SHELTER FOR AT&T WIRELESS A SERVICES BY VERTIV SHOWN. VERIFY MAKE AND MODEL WITH CONSTRUCTION MANAGER PRIOR TO COMMENCEMENT OF CONSTRUCTION ©t GROUND EQUIPMENT LAYOUT PLAN I11A)) 2 LOWEST HORIZONTAL MEMBER OF WALK-IN CABINET 14.6' NAVD88 (2' MIN. ABOVE ADJUSTED BASE FLOOD ELEV=11'+1.5'+2'=14.5') STEEL SUPPORT LEG KIT, TYP. 3'2 (LEASE AREA) 3' (CONCRETE) NOTF, TYPICAL AT&T CARRIER EQUIPMENT SHOWN. VARIATIONS IN CABINET STYLES AND GENERATOR SUBJECT TO AVAILABILITY AT TIME OF CONSTRUCTION. INTEGRATED SHUTOFF 15kW ENCLOSED ;� C. (AS REQUIRED) PROPANE GENERATOR ` PPC WITH • • . -- CLEARANCE At( &rv•Ir, (28�1 EBD VIEW S L ANCHOR TO CONCRETE PAD PER MANUFACTURER'S GUIDELINES IN cLosEu 0)lmn 9)1pGHt "Isr 1 I�i i I 1+•w•i _, 13prm SIQE�'IEW PROPANE GENERATOR SCALE: NONE CA-4 Pr®Terra DESIGN GROUP, LLO 1.4. MA OIOJS P0:(413)020-951 CONSUL iANTS: C S 4 1, � dl pp QI J e " " W OC J W m0 ,•vu N .0 ..e 1Yi6nd� DATE: 1212812022 DRAWN: BLM/STZ CHECK: JMM/TEJ SCALE: SEE PLAN A JOB NO.: 17-056 SHEET TIME, CO —APPLICANT DETAILS AA A s 2 -15- -- -- _ (E) I EROSION -- _ WOODED � © CONTROL PLAN sOAU:: t� Io' (tt tT)) EC-i t (P) TREE / t0 - LINE, TYR. _12 \ E) OO (E) WORDEDARE (P) DEWATERING _ BASIN, IF REQUIRED ` (P) CON TUCTIOM ENTRANCES C (P) DRAINAGE EASEMENT e (P) EROSION CONTROL EC-1 / BARRIER ALONG DOWNHILL r C SIDE OF LIMIT OF WORK ` al OHW_ ` OHW� OHW- B 3 L (E) PAVED PARKING LOT \ \ I I -(P) INLET I PROTECTION -f(E) UTILITY I POLE, TYP. '^ � I I EROSION CONTROL 1 BARRIER ALONG DOWNHILL \ SIDE OF LIMIT OF WORK \ (P) INLET PROTEC`ON \\O P) CONCRETE`l0 'SHOUT PIT EC-1 1 II \ I--___________________-S \\ £ E PAVED (E) PAVED S \ PARKING LOT \ PARKING LOT \1 1 1 I \ I \ _(E)TREE LITYPNE, - INLET 9-8=- 9 - / "_PR.CHWTIOOHW- OHW OHW JOHW ONW SET BAG ON FILTER FABRIC IF VEGETATION IS ABSENT FL,TER BAG STAKED STRAW HOSE CLAMP BALES,` WOODEN STAKES PUMP DISCHARGE HOSE NOTES: 1. ENSURE DISCHARGE AREA IS COVERED BY STABLE VEGETATION. 2. USE DIFFUSER NOZZLE OR LOW DISCHARGE RATE TO PREVENT SCOURING. 3. TO BE PLACED AT AN UPLAND LOCATION THAT WILL ALLOW WATER TO DRAIN TO THE GROUND. 4. SIZE OF STRAW BALE ENCLOSURE TO BE WNW ADJUSTED TO WATER VOLUME. 5. ADDITIONAL STRAW BALES MAY BE USED TO INCREASE RETENTION & FILTERING. DEWATERING BASIN K 1 ECALE. NONE EC-1 2 ROUTE 28 It'TION ENTRANCENOTES: 1.ONAGGREGATE UON51 RUCTI0" ENTRANCE SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF EARTH MOVING ERATIONS. NG QR\Vf.�P� 2. CONSTRUCTION BE MAINTAINED UNTIL REMOVED. �xSa R=15' MIN. �y\ TO 2-1/2" SIZE y COARSE AGGREGATE / GEOTEXTILE FABRIC UNDER GRAVEL d \ PROVIDE FULL VADTH OF 12" MIN. THICKNESS INGRESS/EGRESS AREA CONSTRUCTION ENTRANCE 60AIE: NON[ EC-1 / INSERT 3 REBAR - N 8' TO 10' LBRACKETS REINFORCED 1 10 OZ PVC INSERT STAPLES AROUND REBAR 'BRACKETS NOTES: 1. THE CONCRETE WASHOUT AREA SHALL INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON THIS PROJECT. 2. SIGNS SHALL BE PLACED NECESSARY TO CLEARLY INDICATE THE LOCATION THE CONCRETETE WASHOUT. 3. THE CONCRETE WASHOUT AREA WILL BE REPLACED AS NE CESSARY T. WA MAINTAIN CAPACITY FOR WASTE CONCRETE AND OTHER LIQUIDID WASTE. 4. WASHOUT RESIDUE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APP ROVED WASTE SITE. 5. DO NOT MIX EXCESS AMOUNTS FRESH CONCRETE CEMENT SITE. 8. DO NOT WASH OUT CONCRETE TRR MUCKS INTO STORM DRR AINS OPEN DI DITCHES, STREETS. OR STREAMS. 7. AMD DUMPING EXCESS CONCRETE IN NON -DESIGNATED DUMPING AREAS. B. LOCATE WASHOUT AREA AT LEAST 50' (15 METERS) FROM STORM DRAINS, OPEN DITCHES, OR WATERBODIES. 9. WASH OUT WASTES INTO THE OUTPACK WASHOUT AS SHOWN WHERE THE CONCRETE CAN SET, BE BROKEN UP, AND THEN DISPOSED OF PROPERLY. CONCRETE WASHOUT AREA EC.E: NONE EC-1 MIRAFI PREFABRICATED SILT FENCE " HEADWIDTH WOODEN OR APPROVED EQUAL, INSTALLED PER MANUFACTURER'S GUIDELINES AKES PLACED 6' O.C. TWO (MIN.) 1"xi"x3' WOOD STAKES PER INERT OR SIXX SILT SOXX (8",9% BALE DRIVEN 12" (MIN.) INTO GRADE BLOWN/PLACED Fr 12" TYPICAL) OR EQUAL 48" WOOD POSTS 6' MAX. O.C. STAKED STRAW BALES END -TO -END. INSTALL ONE BALE PERPENDICULAR 4EDFLTRE AREA TO BE PROTECTED TOFENCE LINE PER EACH 50 LINEAR R. PROTECTED SIDE OIL FROM E TRENCH Z - TURBED I IWORK SIDE i c0%X COMPOST MEDIA SOCK GROUND Uel 1. USE SILT SOXX WHERE CONDITIONS DO NOT ALLOW d' STAKES TO BE DRIVEN. 2. SILT SOXX FILL TO MEET FILTREXX SPECIFICATIONS AND APPLICATION REQUIREMENTS. 3. SILT SOXX COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY EMUNEER. TRAW BA / T F N 4. FILTER MEDIA/STRAW BALES TO BE INERT AND FREE FROM INVASIVE WEEDS AND NON-NATIVE SPECIES. 5. MAY STAKE BEHIND SOCK AT SLIGHT ANGLE. EROSION CONTROL BARRIER 5 SCAIE: NONE EC-1 3 I 4 EROSION CONTROL NOTES 1. APPUCANT PROPOSES TO CONSTRUCT A CELLULAR TELECOMMUNICATIONS FACIUTY CONSISTING OF A FENCED COMPOUND AND UTILITY WORK WITHIN A LEASE AREA AND EASEMENTS. 2. TEMPORARY SILT FENCE EROSION CONTROL BARRIER SHALL BE MAINTAINED THROUGHOUT SITE CONSTRUCTION. STOCK PILE ON SITE 100 FT. OF SILT FENCE FOR EMERGENCY USE. TEMPORARY EROSION BARRIERS SHALL REMAIN IN PLACE UNTIL PERMANENT VEGETATIVE MOUND COVER IS ESTABLISHED. 3. THE CONTRACTOR SHALL CHIP ALL BRUSH AND SLASH CUTTINGS ON SITE AND STOCKPILE THE CHIPS TO BE USED ON ALL UNSTABLE, DISTURBED AREAS DURING CONSTRUCTION AS TEMPORARY STABILIZATION MULCH. NO BURNING WILL BE ALLOWED ON SITE. 4. TEMPORARY STABILIZATION MUST BE PROVIDED TO ANY DISTURBED EARTH THAT IS OPENED UP IN ANY ONE LOCATION FOR MORE THAN 14 DAYS. CHIPS FROM LAND CLEARING, EROSION CONTROL BLANKETS, OR FAST GROWING RYE GRASSES MAY BE USED FOR TEMPORARY STABILIZATION AS REQUIRED. 5. STRIPPED TOPSOIL SHALL BE STOCKPILED AND PROTECTED WITH STRAW MULCH, ALL STOCKPILES SHALL HAVE AN APPROVED SILTATION BARRIER TOTALLY SURROUNDING THE PILE. THE PILE SHALL BE IN AN APPROVED UPLAND AREA A MINIMUM OF TWENTY-FIVE FEET FROM ALL RESOURCE AREAS. 6. THE PHASING AND SEQUENCING OF THE WORK FOR THE SITE PREPARATION FOR THE TELECOMMUNICATIONS EQUIPMENT INSTALLATION CONSISTS OF INSTALUNG TEMPORARY EROSION AND SEDIMENTATION CONTROL BARRIERS; CLEARING AND ROUGH GRADING AS NEEDED; FOUNDATION WORK; EXCAVATION FOR UTUTIES; BACK FILL FOUNDATIONS AND UTILITY TRENCHES; FENCED COMPOUND CONSTRUCTION; INSTALLATION OF TOWER AND GROUND EQUIPMENT; GROUNDING AND UGHTNING PROTECTION; EQUIPMENT TESTING; FINAL GRADING AND STABILIZATION OF DISTURBED AREAS; LOAM AND SEED DISTURBED AREAS OUTSIDE COMPOUND; FINAL CLEANUP. THE ESTIMATED TIME FOR COMPLETION OF THE WORK IS APPROXIMATELY TWENTY (20) WEEKS. 7. THE COMPOUND ENCLOSURE IS SURFACED WITH CRUSHED STONE UNDERLAIN BY A WEED -BLOCK SYNTHETIC FILTER FABRIC. DRAINAGE PATTERNS, RUNOFF VOLUMES AND PEAK FLOW RATES WILL NOT BE ALTERED BY THE PROPOSED CONSTRUCTION. 8. ALL DISTURBED AREAS OUTSIDE THE LIMITS OF THE FENCED COMPOUND SHALL BE PERMANENTLY ESTABUSHED WITH A NAT IVE VEGETATIVE GROUN D COVER AT THE CONCLUSION CONSTRUCTION. GRADED AREAS SHALL BE PROTECTED WITH STRAW MULCH UNTIL A GOOD VEGETATIVE COVER IS ESTABLISHED. 9. THE TOTAL IMPACT AREA OF THE DISTURBED CONSTRUCTION SITE IS BOUNDED BY THE "LIMIT OF WORK" AS SHOWN HEREON. THE MAXIMUM AREA OF DISTURBANCE WITHIN THE LIMIT OF WORK IS APPROXIMATELY 10,550 SQUARE FEET. THE PROJECT IMPACT AREA IS BELOW THE EXEMPTION THRESHOLD OF 43,560 SQUARE FEET IN 40 CM PARTS 9, 122-124 AND THEREFORE IS NOT SUBJECT TO REGULATION UNDER THE EPA NPDES GENERAL CONSTRUCTION PERMIT PROGRAM. 10. THE PROJECT OWNER'S GENERAL CONTRACTOR SHALL CONDUCT ALL SITE DEVELOPMENT WORK IN A MANNER THAT DOES NOT EXCEED THE LIMITS OF WORK SHOWN ON THE PLANS. ADDITIONALLY, THE PROJECT OWNER'S GENERAL CONTRACTOR SHALL CONDUCT ALL CONSTRUCTION ACTIMTES IN A MANNER THAT DOES NOT RESULT IN STORM WATER DISCHARGES WITH AN ADVERSE IMPACT ON ANY RESOURCE AREAS OR DOWNSTREAM PROPERTIES. 11. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL REMOVE ALL ACCUMULATED SILT FROM BEHIND SILTATION BARRIERS AND DISPOSE OF SILT EVENLY IN UPLAND AREAS. REMOVE ALL EROSION CONTROL DEVICES WHEN A GOOD VEGETATIVE COVER IS ESTABUSHED. 12. A CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON THIS PROJECT. SIGNS SHALL BE PLACED AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT. WASHOUT RESIDUE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. y Pr©Terra DESIGN GROUP, LLC , fioi Ro� &,IIHin�9 y. ey. MA OtOSS R::(ats)339-491e CpNCI_Ir TANTS y� S 0 .. o J Iq J B y W N LLI a m OR F e� I yL9� DATE: 12/2812022 DRAWN: BLM/STZ CHECK: JMM1MJ SCALE: SEE PLAN A JOB NO.: 17-056 SHEETTLE, EROSION CONTROL PLAN & DETAILS EC-1 CAPECOOSAY / � SPEWBTER� II \ / DMWM \1 \ I YAPMOORI �-` \ IDOWNS , IRom. 1\ n Ts u J. ROUTES 1NRNSTABIl / I � o i BLUE 5NY TOWERS "" PROPOSED TOWER O LOCATION .S^f E�m=W SOUNOI / � CELLTOWER NUMSER ETNPE O WAT[R TANK WRH ANTENNAS 9 TOWED / O TOWER O SELPSUPPORTINO TOWED \ / OTOWED 1/ SEWUPPORTINO TOWER \ / OI TOWER 16 o"UPVORTINOTOWER / OE SELPRUPPORNNOTOW R 9 MONOPOLET- QOurEo rowER 1T SUIIDIN0 WITH ANTENN0.9 II OT SEL,EOPPORNNO TOWER 1I WATERTANK-OPOUNO OS MONOPOPCRTR 0 WATEPTANK-6TAN0PIPE EXISTING TOW ER SITES TOWER -CELL SCALE: 1'�5.000' (11.17) © UE eewuvDRnE4flD WATER TANK -ELEVATE -PINED ,O COLUMNWRHANTENNAS 11 WATERTANK-OPOUNDWRN ANTENNAS NAME: SOUTH YARMOavrucnrvc EXISTING CELL TOWER SITES C/� ProTerra BLU35 PARKWERS STREETLLC SITS ENUMBER:MA-5104�H EC DESIGN GROUP, LLO SUITE 106 1044 ROUTE 28 NORTH READING, MA 01864 SOUTH YARMOUTH, MA 02664 ogre: -z-mzx 'o zi MAIfll(I -A rt-n Terrain Man - ,�il�ltli 41 .4 ; s 4 of "f )� ~ 1% .7-. I j A Y ■ � �`�;11L uy� •'� �� _may, anrudce wrn r�Aifl!Ql lil or of -_-- -_ NWRI u�tMumma > .� A .� _l A _�' r, 92 ,q r t low OEM I or -1 10 No A A < f� . . ...... IN -4 le-00, T46, CD Site Dat Site: MAIM Lat; 41-39-32.06, LGn: 70-12-15.18 N A e:e A&-.7 'L 0604H,Propose Location .1 -�4 4N, a ALI ON Q� 'r ..Mobile- Existing LTE (LowBand) Coverage —South Yarmouth, MA i ry' + 1 • •�' ^� _ ;-� f• xis ,�,, �.,+ - Lam'„fYT�. 7. Iso AW j� J^•'- 1 •PP 'moo LTE (LowBand) Coverage with Propose Site 4HY0604H at 115 Feet Rad Ctr. South Yarmouth, MA LTE In -Building (MidBand) Coverage for Propose Site 4HY0604H — South Yarmouth, MA Coverage Maps Simulated on Different Heights 115 Feet, 100 Feet and 80 Feet Jr, T - -Mobilp- 4HY0604H, _Propose Location T - -Nlol)il(.- Propose LTE (Low -Band) Coverage — 4HY0604H at 106 Feet Existing LTE (Mid -Band) Coverage —South Yarmouth, MA Propose LTE (Mid -Band) Coverage — 4HY0604H at 106 Feet Ar, O*tjl 12gn q T. - -1vtobilew l i � k lit • t � �r r i � i` � ,, � t F 4HY0604H, Proposel Location • ' i 'r - Alobilp. 5 Propose LTE (MidBand) Coverage — Verizon Location at 45 Feet Propose LTE (MidBand) Coverage —Town Parcel Alternative Location (290 W Yarmouth) 7� -115 -1C" outdoor -106 -100 Ni-ve.,U, Propose Alternative Location will not work as this is outside theBi .1dog Res E-95 0 1n-Buitlng Coln coverage objective and close to an existing On -Air T-Mobile site Propose LTE (MidBand) Coverage —Town Parcel Alternative Location (99 Buck Island) Al - I► 9 Mi 1. 66U/N {' i.t �VL ,1 •� +j' ' �. �;TT �i �T I�t 1 '�' •�•r. ' x • t 1 �. Propose Alternative Location will not work as this is outside the coverage objective and close to an existing On -Air T-Mobile site .115 -108 -108 -100 -100 -95 55 0 4 Label Cobur Out0oor In-Veh.de "uilairg ResC= n-eu6d�9 Com M APPLICANT: ALTERNATIVE ANALYSIS REVISIONS DESIGNED BY: JMM/TEJ JOB $: 17-056 Pr©Terra BLUE SKY TOWERS III, LLC SITE NAME: SOUTH YARMOUTH B ISSUED FOR REVIEW DRAWN BY: STZ REV. #: D 352 PARK STREET SITE NUMBER: MA-5104 DESIGN GROUP, LLC SUITE 106 1044 ROUTE 28 C ISSUED FOR REVIEW DATE: 4/2PLAN ^ 14J J 4 Bay Road NORTH READING, MA 01864 SOUTH YARMOUTH, MA 02664 D ISSUED FOR REVIEW SCALE: SEE PLAN Building A, 5"" 200 413 320-4918 Hadley, MA 01.35 ( ) APPLICANT: ALTERNATIVE ANALYSIS REVISIONS DESIGNED BY: JMM/TEJ JOB #: 17-056 P r►Terra BLUE SKY TOWERS III, LLC SITE NAME: SOUTH YARMOUTH B ISSUED FOR REVIEW DRAWN BY: STZ REV. #: D 352 PARK STREET SITE NUMBER: MA-5104 DESIGN GROUP, LLC SUITE 106 C ISSUED FOR REVIEW DATE: 4/20/22 PS-1 1044 ROUTE 28 4 Bay Rood NORTH READING, MA 01864 SOUTH YARMOUTH, MA 02664 D ISSUED FOR REVIEW SCALE: SEE PLAN Building A. Sulte 200 Hedley, MA 01035 (413)320-4918 APPLICANT: ALTERNATIVE ANALYSIS REVISIONS DESIGNED BY: JMM/TEJ JOB #: 17-056 P r�Terra BLUE SKY TOWERS III, LLC SITE NAME: SOUTH YARMOUTH DRAWN BY: 5TZ REV. #: D 352 PARK STREET B ISSUED FOR REVIEW DESIGN GROUP, LLO SUITE 106 SITE NUMBER: MA 5104 C ISSUED FOR REVIEW DATE: 4/20/22 1044 ROUTE 28 PS-2 a Bay Road NORTH READING, MA 01864 SCALE: SEE PLAN Building A, 101, 201 SOUTH YARMOUTH, MA 02664 D ISSUED FOR REVIEW Hadley, MA 01035 (413)320-4918 ProTerra DESIGN GROUP, LLC Bay Road Iding A. Suite 200 dley, MA 01035 (413)320-4918 APPLICANT: BLUE SKY TOWERS III, LLC 352 PARK STREET SUITE 106 NORTH READING, MA 01864 ALTERNATIVE ANALYSIS SITE NAME: SOUTH YARMOUTH SITE NUMBER: MA-5104 1044 ROUTE 28 SOUTH YARMOUTH, MA 02664 5r REVISIONS ULNUNLU eT: 01—/ 1 m • B ISSUED FOR REVIEW DRAWN BY: STZ REV, #: C ISSUED FOR REVIEW DATE: 4/20/22 PS-3 D ISSUED FOR REVIEW SCALE: SEE PLAN