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HomeMy Public PortalAbout124 Watertown Street_Updated Plan Set_11 Dec 2015VWL. On wireless WATERTOWN 6 MA 124 WATERTOWN STREET WATERTOWN, MA 02472 PROJECT ENGINEER HUDSON DESIGN GROUP, L1.0 1600 OSGOOD STREET OUILDINO 20 NORTH, SUITE 3090 NORTH ANDOVER, MA 01845 TEL: i=(9i®)e557=5563 FAX: 1=(950)=336=5566 MEP ENGINEER HUDSON DESIGN GROUP, LLC 1600 OSGOOO STREET DUILDINO 20 NORTH, SUITE 3090 NORTH ANDOVER, MA OIB45 TEL.: 1=(996)=557=5553 FAX: 1=(996)=330=5586 OIRFCDGNS—TO_�mi HEAD NORTHEAST ON GROVE Of TOWARD UNDERWOOD OT 443 FT, TURN _RIGHT ONTO MILK ST 410 FT, TURN LEFT ONTO W MAIN ST 36 FT, AT THE TRAFFIC CIRCLE, TAKE THE SRO R*T ONTO MA-36 E(E MAIN ST 143 MI, OUGHT LEFT TOWARD MA-9 E/ROSTON WORCESTER TURNPIKE 459 FT, TURN RIGHT ONTO MA=9 E/ROSTON WORC€ST€R TURNPIKE 6,2 MI, TAKE THE INTERSTATE 90 €/INT€RSTATE 90 W RAMP TO MASSPiKE/SPRINOftLO/OOSTON, TOLL ROAD 0,4 Mh KE€P RIGHT AT THE FORK, FOLLOW SIGNS FOR 190 E/I 96/009TON AND M€ROF ONTO 1=96 E, TOLL ROAD O 3 MI, FOLLOW 19D E TO WASHINGTON Of IN NEVfft TAKE EXIT 17 FROM 1=96 E 16.1 M)Ii5 MIN, MERGE ONTO I-90 E, PARTIAL TOLL ROAD 160 MI TAKE fXiT 17 TOWARD NET 0Ii/vATERTO1rH 0.2 MI, CONTINUE ON WA§H1N&GN 4T: TAKE MORSE ST TO WATEP.TOWN ST fl WATERTOWN 6:9 MI/3. MIN, MEROE ONTO WASHINGTON ST 0:2 MI, SLIGHT LEFT To STA( ON WASHINGTON 9T 397 FT, SLIGHT LEFT ONTO CENTRE ST 0.1 FAI, CONTINUE ONTO 0 N ST 0,1 MI TURN LEONTO MDRSE ST O 4 MI. TURN RIGHT 61+76 WATERTOWN OT, 699TiNAPON WILL RE ON THE RIGHT 187 FT: PROJECT SUMMARY SITE NAM91 WATERTOWN 6 MA SITE ADDRESS: 124 WATERTOWN STREET WATERTOWN, MA 02472 APPLICANT: VERIZON WIRELESS 400 FRI®ERG PARKWAY WESTBOROUGH, MA 01561 ZONING DISTRICT: T — TWO FAMILY ZONING JURISDICTIONI CITY OF WATERTOWN, MA LATITUDE: N42' 21' 453" LONOTTUDE: W71' I V 27.3" PARCEL IDI 119=2=0 PROPERTY OWNER: HINGORANI PRI6HU L TRUSTEE WATERTOWN STREET TRUST 61 MOUNT JOY DRIVE TEWKSBURY, MA 01696 RECEIVE DEC 11 2015 BOARD OF APPEALS WATERTOWN, MA BHMEET I DESCRIPTION 0=1 PLOT PLAN A=1 ROOF PLAN A=2 SOUTH ELEVATION A=3 EAST ELEVATION A=4 NORTH ELEVATION A-5 WEST ELEVATION DIG SAFE 3 WORKING DAYS BEFORE YOU 010 CALL TOLL FREE BBBsDIG-M" UNDERGROUND SERVICE ALERT 0 z Z N OC O ILL. vRRUMED FO; /r VNQjiwireiess 0 MLIOOA09WAI 'flT ft6UfAMAOR4, Ifielaaaaa;ars, Hudson Design Goup�© ND li5G9d6 a,"4 Mm'mogmtKmflw ,� vaniwa q.A„n6Y€i.A dfid wolailm4ae U ,l CHECKED BY, JX APPROVED BY: DPH SUBMITTALS 14Y, �rt 6[46aMAsw C! a f3 d!/fS b 0§16a�@D3 RI 1 tll ul fa fhii eaaa04a aaI B 41 Bill f4I Et!¢1C S1T€ 11RN€: WATERTOWN 6 MA 124 WATERTOWN STREET WATERTOWN, MA 02472 Sr;EET TIR.€ TITLE SHEET T-1 44.1 PARCEL ID: PARCEL 10: / 123=28=20A 123=0=X PARCEL ID: 123-2,3 PARCEL 10' �123-21-1e ` PARCEL 10: 123-22-11 PARCEL 10; 123-23-10 PARCEL 10; 11a=1A-0 J PARCEL 10; t 12a-6A�111 PARCEL IOr 124-7B-G 0 LO: !! 0; E'ANCEL 1Of ! ftA=SD=D J PARCEL IDi PARCEL i OA D0 PARCEL 10: 124-8A-1G7 I �tI PARCEL IS: 11b-2A-0 DOSED PMENT AREA SO. FT.) A-1 700000 MMOUNT 116=2=G HU L TRUSTEE REET TRUST I JOY DRIVEMA 01876RES: PARSEC 1D: PARCEL IDi ii6-118 2 / 116-13=45 i j 4'SO' id���� szi PLOT PLAN _ 1 2 6N4a rET jj 2204CALL 1 =46=O =1 Riir.19 ;DAL€; 1"ya6'-6° (D Z z 0 m O V. APPROXIMATE LAIN N42' 21' 45.7" COORDINATES: LONG: W71' 11' 27,3" SOURCE: CITY OF WATERTOWN, MA ASSESORS MAP AND CIS ONLINE MAPS SITE SPECIFIC NOTES: I,SITE SURVEY HAS NOT BEEN CONDUCTED BY HUD50N DESIGN GROUP LLD FOR THIS PROJECT, ALL SETBACKS SHOWN ON THIS PLAN ARE TAKEN FROM TIP OF PROPOSED ANTENNAS TO PROPERTY LINES AND ARE APPROXIMATE. 2. VERIFY AZIMUTHS W/ RE ENGINEER. 3, PROPERTY LINE INFORMATION IS COMPILED FROM ASSESSORS P AND RECORD DOCUMENTS AND 19 NOT TO B€ CONSTRUED AS BEEN OBTAINED AS THE RESULT OF A FIELD BOUNDARY SURV 4Y, AND 15 SUBJECT To CHANGE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. A FULL BOUNDARY SURVEY WAS NOT PERFORMED, ZONES' T TWO FAMILY 09C OPEN SPACE/CONSERVANCY -_--` LEGEND: PROPERTY LINE - SUBJECT PARCEL "- — — — — — W i - 300' RADIUS LINE _ - - - - - PROPERTY LINE = ABUTTERS ZONING BOUNDARY LINE EXISTING BUILDING ZONING INFORMATION" JURISOICTION, TOWN Of WATERTOWN 70141NO DISTRICT TYPE; T TWO FAMILY DIMENSION AEOUIREMENTSi REQUIRED PROP:$ FRONT YARD 9€T0ACK:: 1S _ 94't SIDE YARD 9011ACK: 12 70% owl, iD2'± BEAR YARD SETBACK; 26 M&MUM BUILOIN6 HEiONTT! N/A NIA� (k4w M€AfiURWIIIN ARE IN FEET 4i ONILM WHEAW09 NOT€6) PREPAAEO FOR: VM'1 wireless AN nl§00 PAOMAY rvFlib@OUGN.AU6191 1�1>lo-i>MfA Hudson©O Ge€(gh G4atp c© �:h fXGdbfi 0491 '!a.tlm640 F.'tidhl6wfl3X6 iA: IpVm1mmidd v. AWOM W61444 FAX: 19A)tffis114 OF vq,�� - G p t ,v CHECKED BY: JX APPROVED BY; 6p7H SUBMITTALS ntV. dUi 6€dfAi1M W d 11/dd IS dFvw bM 60"s — Em I di/id/w kvw Rid &001 w d dl/4i/IS f(m Ift-K W 149 ILwN WATERTOWN 6 MA 911E A6644S§! 124 WATERTOWN STREET WATMOWN, MA 62472 §46t irflE PLOT PLAN §�€1 i ivw C-1 APPROXIMATE LAT: N42' 21' 45,7" C06ROINAT€S: LONG: W71' 11' 27.3" AN ANALYSIS OF THE CAPACITY OF THE EXISTING STRUCTURE TO SUPPORT THE PROPOSED LOADING HAS BEEN COMPLETED BY HUDSON DESIGN GROUP, LLC, DATED APRIL 4, 2015 260' AZIMUTH SECTOR C EXISTING 14VAC UNIT (TYP,) EXISTING WINDOW (TYP,)- PROPOSED VERIZON— EQUIPMENT ON PROPOSED CONCRETE PAD PROPOSED VERIZON -•-.ti 8'-O"%IO'-O" LEASE AREA (80 SO FT) EXISTING TREE (TYP.) EXISTING SHRUB (TYP.)- EXISTING 4' WIDE - ACCESS GATE PROPOSED 4' WIDE - X 8' DEEP CONCRETE WALKWAY EXISTING CHAIN EINK- FENCE (T`(P.) PROPOSED 8' WIDE - DOUBLE SWING ACCESS DATE PROPOSED CPS ANTENNA PROPOSED JUNCTION BOX (TYP, OF 3) PROPOSED RAM's (TYP. OF 3 PER SECTOR, TOTAL Of 12) toff AZIMUTH SECTOR G PROPOSED PANEL ANTENNA— (TYP: Of 4 PER SECTOR, tOTAL OF 18) PROPOSED FIBERGLASS =� FAUX ®RICK SCREEN WALL (TYP, Of 4) 18o' AZIMUTH SECTOR O WATERTOWN STREET �— TOD' AZIMUTH SECTOR D EXISTING WATER MAIN ---A a INSIDE BUILDING AT PROPOSED POWER/TELCO GROUND LEVEL UNDER LINE FROM UTILITY ROOM .� FRONT STAIRS ADJACENT TO EAST ENTRANCE ON FIRST FLOOR L� _ I �I II PROPOSED CABLE TRAY ALONG ROOF II II PROPOSED CHAw- LINK FENCE (TYP,) I EXISTING FIRE ESCAPES -- ]L-- IN ALCOVE �—PROPOSED 4' WIDE ACCESS CATE II I� ,,�-EXISTINO SHRUB TO BE REMOVED - EXISTING WINDOW (TVP,) PROPOSED VERTICAL CABLE TRAY (PAINT TO MATCH) EXISTING W2140 ROOF PLAN 1 22934 SGAL-G;a=t 111117 WAL€1 1/1B'=i'=w AZIMUTH SECTOR GRA9NIC: Ff:ALf 2.4 fiff 55, AZIMUTH SECTOR A 55, AZIMUTH SECTOR A 0 Z z 0 m O LL P`EPARtO FOR: VN'�1 wireless 4OHMMOPAk1;WAY W VEOtd. "MAOIMI 13C413W43M TEI Hudson�o Deston G€oL€omO i I, d3tl006 StiEft S.A v,AMxNO uaCfx itA€ARC Tit Vf3 4t;vM, MA 61@13 €A%: Pizl?isiWPSM V (F i CHECKED BY: JX APPROVED HY: OPH SUBMITTALS a€v W€ 6L'Y.pV14R B€ -. I IZ 44/19 imw Pik CUrcFI RIF 1 e1724J13 A.IGEO 9CA COWIR to 0 91/Jo/Is too Ifte g' SIRE €LAME' WAT€RTdWN 5 MA $IfE A664944: 124 WMWOWN STRUT WATERTOWN, MA 62472 Ot€Et 11fUE ROOF PLAN givi fmW€4 A-1 hm: AN ANALYSIS OF THE CAPACITY OF THE EXISTING STRUCTURE TO SUPPORT THE PROPOSED LOADING HAS BEEN COMPLETED BY HUDSON DESIGN GROUP, LLC. DATED APRIL 9, 2015 APPROXIMATE 64T: N42' 21' 45.7" COORDINATES: LONG: W71' 11' 27,3" „ETOPV;, OFa PR6OPOSED ANTENNAS E52(!AGL 95'-6"S (AMSL) DE FRnEn en ELEV. a 49'-60t (AOL) 92'-6"S AMSL) yTOP OF EXISTING PARA�E_P = i ELEV. (AOL) 88 4"f (AMSL) T€OP-OF EXISTING ROOF L€V, 42 t-- 85 -6"4, (AMSL) EXISTING GRAOC _ —ELEv. = W-76 ±- (ACL) 43'-OA (AMSL) PROPOSED GPS ANTENNA PROPOSED LEO FLOOD -T LIGHT ON BO MINUTE TIMER SWITCH (BEYOND IN ALCOVE) IN PROPOSED WRIZON EOUIPMENT ON STEEL FRAME ON CONCRETE PAD (OEYOND IN ALCOVE) PROPOSED R'=O"x10'=V _ CONCRETE PAD (BUONO iN ALCOVE) PROPOSED JUNCTION BOX (TYP. OF 3) PROPOSED RRH'S (TYP. OF J PER SECTOR, TOTAL OF 12) PROPOSED PANEL ANTENNA (TYP. OF 4 PER SECTOR, TOTAL OF 16) PROPOSED FIBERGLASS— FAUX BRICK SCREEN WALL 5'4"X5'-0"XIO'-O" (TYP, OF 4) PROPOSED CABLE TRAY POWER/TELCO UTILITY ROOM TO €AST ON FIRST FLOOR PPC WITH A MANUAL SWITCH IN ALCOVE) f'RAP'+Hlf Sf`..ALE. SOUTH HLSVATION _ (a) F2x34OAL€; 1107 PROPOSED ANTENNA INFORMATION Z SECTOR STATUS AZIMUTH CABLBL€NGTH O I PROPOSED 55, 185' & 200' N 2 PROPOSED 160, _ 155' & 185' - 3 PROPOSED 26V 155' & 170' O V. 4 PROPOSED TOD 170' & 200' W-L' CAM LENGTH • EXACT LENGTH PLUS 25' EXISTING FIRE ESCAPES IN ALCOVE (HEYONO) PREPARED Ems: VAI'1 wireless A=ifRwl€�GPAkLWAT WStIGtWGK Aub1291 19DH 3167ta5iG Hudson�� Design GrouPuc© : Ern o;o665sItEt1 NVID ibi49Rtdld iad rtI: IWQ95i m r,. a�46v€C Mae1Mt IAC Viq 2itd31dt n� lip \ L� a. �+�Aa CHECKED BY: JX APPROVED DY. DPH SUBMITTALS fKv Ii+fE _ 6[SE4fiXaR Ai -- 7 IP/b3/ii (RHS(11 IS(n i1M4M§ _ N1 I 4Ve9/19 kr>4b FER [PN€A'i; _ wi b DI/DI/19 rCd tGYgG 5V All NAME, WATERTOWN 6 MA 909 AU6RE54! 124 WATERTOWN STREET WATERTOWN, MA 02472 4HEET TITLE SOUTH ELEVATION sN€Ei Ni/y4ER A-2 N"T : AN ANALYSIS OF THE CAPACITY OF THE EXISTING STRUCTURE TO SUPPORT THE PROPOSED LOADING HAS BEEN COMPLETED BY HUDSON DESIGN GROUP, LLC. DATED APRIL 9. 2015 APPROXIMATE LAT1 N42' 21' 45,7" COORDINATES: LONG: W71' 11' 27.3" IS FAUX (TYP. OF 4) PROPOSED ANTENNA INFORMATION z SECTOR STATUS AZIMUTH CABLELENOTH O t PROPOSED SS' 185' dt 200' N 2 PROPOSED 16V 155, d6 185, O 3 PROPOSED 260' 155' E6 170' LL 4 PROPOSED Too 17D' k 20tl' tw(I CA c LEi9GIN • EXACi LVOTH PLVE 2V TOP OF PROPOSED ANTENNAS (TPROPOSED PANEL ANTENNA ELEV. + 52 -B i AGL YP. OF 4 PER SECTOR, TOTAL OF 16) EXISTING HVAC UNIT ELEV, + 95'-6"S AMSL) ( P') A4 0=ROPOSEO LuiT ELEV. 49'-B`2 (ACL} ELEV. . 92'-8"! (AMSL) j f F PROPOSED VERIZON EQUIPMENT (BEYOND IN ALCOVE) PROPOSED 8'=O"Xttl'-0" CONCRETE PAD (BEYOND IN ALCOVE-) GRA@EtID SALE EAST ELEVATION 4-E�S''"" t'E' 16'-(y 2204 %GALES 11f6l9 WAI& 3/32`+1'=O" PROMED FOR, wireless wGt66PbdGM M1V.0165i 140671ri]t1650. Hudson©� Ct Des,vn Oup ± IV kt wvrusra4URe»ro M.1061441/14" N, h4B6VW. MAOIW fA1419)e7is44Si I t N' \S• I� r " STL CHECKED BY: JX APPROVED BY: 0PN SUBMITTALS Rry, LWL-L 6E0to RI t 65/9f/ss 0-0 FTA ECAA_14 6 U dR/15 REm BTR EO_w"i o al s/is IN man: sr WE N"f WATERTOWN 6 MA 124 WATEATOWN 9TREET WATERTOWN, MA 62412 4w€Efi Tf t EAST ELEVATION 414fil "gig A-3 NOTE: AN ANALYSIS OF THE CAPACITY OF THE EXISTING STRUCTURE TO SUPPORT THE PROPOSED LOADING HAS BEEN COMPLETED BY HUDSON DESIGN GROUP, LLC. DATED APRIL 9, 2015 APPROXIMATE LAT: N42' 21' 45.7" COORDINATES: LONG: W71' 11' 27.3" ELEV. - 95'-6"3 `ELEV. a 49--6 Y AGL) ELEV. . 92'-6"2 AMSL) Td 6P_OF EXISTING PARAPET -_ E6EV. 45'-4"E (AGL) ELEV. - 88'-4"± (AMSL) - - TOP Of EXISTING R00F ELEV. r, 42'-6"* (AG4 ELEV. = 65'--G":E (AMSL) EXISTING FIRE ESCAPES IN, ALCOVE BEYOND - PROPOSED EOUIPMENT TO BE PLACED UNDER AT GRADE _ hEEISTING GRAD€ - ELEV. = 43'-0.1 (AMSL) PROPOSED GPS PROPOSED PANEL ANTENt (TYP, OF 4 PER SECTOR, TOTAL OF 16) WALL 5'-0"0 (TYP. OF 4) ur -I --uj I r I Ll f ,I r g..... I� -- L-- I- l--- k PROPOSED ANTENNA INFORMATION Z SECTOR STATUS AZIMUTH CABLE LENGTH Q 1 PROPOSED 55, 185' & 200' N - 2 PROPOSED 160' 155' h 155' O 3 PROPOSED 260' 155' k 170' 0 LL 4 PROPOSED TOO 170' & 200' (CliE; t kE LENGTH • EMT LENGTH VLUS 25' PROPOSED PANEL (TYP. OF 4 PER TOTAL OF 16) wALL 5'- (TYP. OF EXISTING HVAC UNIT (TYp.) --1 I-: - I - --'lr=- I I r -- -.. PROPOSED VERITON EDUIPM€N (BEYOND IN ALCOVE) PROPOSED —"- CONCRETE PAD (BEYOND IN ALCOVE) PROPOSED CHAIN LINK FENCE (BEYOND IN ALCOVE) ONA6UIC_�GA6� NORTH ELEVATION 22x34 SCALE, 11x17 SCALE; 3/32'a1'-O" VNjlwireless Hudson© De;t0n Graup„c© iv)6iN26 Sfk'FI _^:<h z9r�oalu. S��n�xAd TL: Pldl isl-sis] ��.mvR. �>9i�s f.4: PDAI11L554 r � CHECKED BY: JX APPROVED BY: DPH SIZE xANE: WATERTOWN 6 MA Sri€ A69A€99: 124 WATERTOWN STREET WATERTOWN, MA O2472 9it€€f Trip NORTH ELEVATION Wit hums€4 A-4 NOTE: AN ANALYSIS OF THE CAPACITY OF THE EXISTING STRUCTURE TO SUPPORT THE PROPOSED LOADING HAS BEEN COMPLETED BY HUDSON DESIGN GROUP, L-C. DATED APRIL 9, 2015 APPROXIMATE LAT: N42' 21' 45,7" COORDINATES: LONG: W71' 11' 27.3" TOP -OF. PROPOSED ANTENNAS. ELEV, r S2'-6"t (AGL ELEV, - 95'-6'2 (AMSL) .1Cr OF -ROPOSEO ANi NA ELEV, 49'-8"4 S(AGE) ELEV. a 92'-6't (AMSL. TOP OF EXISTING PARAPET ELEV. A5' -A"t (A(;L) ELEV - 86 4"+ (AMSL) '- F ATOP OF EXISTING ROOF Ijt ELEV. = 42 6"f (AGL) ELEV. = 85 -6"£ (AMSL) (�E M71NG GRAVE 'ELEV: = B' 0 + A L --- ELEV. = 43 -0"f (AMSL) WALL 5'- (TYP. OF PROPOSED VERTICAL CABLE TRAY (PAINT TO MATCH) el PROPOSED ANTENNA INFORMATION Z SECTOR STATUS AZIMUTH CABLELENOTH O 1 PROPOSED 5w 185' & 200' N 2 PROPOSED 160' --- - 155' & 185' 3 PROPOSED 260' 155' & 170' O 0 4 PROPOSED TIED 170' & 200' MM CMAE LENGTH . EYACT LENMTR At'JS 26' PROPOSED PANEL ANTENNA (TYP. OF 4 PER SECTOR, TOTAL OF 16) PROPOSED FIBERGLASS — FAUX BRICK SCREEN WALL 5'-0"t5'-0"xIO'-0" (TYP. OF 4) PROPOSED CPS ANTENNA EXISTING HVAC UNIT (TYP.) °' -- --- _1 L _ _ ___ ------- - __ - - - - - --" - EXISTINO TREE (TYP.)� / A --PROPOSED LED FLOOD LIGHT ON �// 60 MINUTE TIMER SWITCH (IN ALCOVE) PROPOSED CHAIN LINK -PROPOSED VERIZON EOUIPMENT ON STEEL FRAME PENCE (IN ALCOVE) ON CONCRETE PAD (IN ALCOVE) PROPOSED 81-0"x10'^0' CONCRETE PAD (IN ALCOVE) GNA2Fi1C_SCALE WEST ELEVATION 22xJ4 SCALES 3 16"31'-0" A=5 1107 SCALE; rot: V1 wireless Hudson DrIgn Group. I M)OHGOODSItrFft 9:I.64Ki 40 Nf)iMHUrtEH00d ift: h1b Sf>�S'�l �LAHIHWEtr, MA 61H1H r6YapH)HSd45'_a J�py r� Y U i CHECKED BY: ix APPROVED BY: H SITE NAME WATERTOWN 6 MA SR€ AftgtgL: 124 WATERTOWN STREET WATERTOWN, MA 02472 41490 TILE WEST ELEVATION 4R[ET Iuve" A-5