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HomeMy WebLinkAbout2020-10-06 Wireless Facilities SP & SPR Plans 5 1 2 4 p Pr Terra DrSIGN GROUP, LLC y rs�t wireless � OVA loud 130d.n A; 5 Ile 700 I V Hndloy,VA 0I035 (4S3)370-49FB TENANT INFORMATION ' o �I P SITE NAME: N. ANDOVER 7 L!A W CELLCO f ARTNERSHIP V����O� 118 ERIZONLANDER lYROAD S 11& FLAN0ER5 ROAD i THIRDFLOOR WEST E K'ESTROROUGfi, IAA 05581 � Z SITE NAME: NORTH ANDOVER 1 TENANT INFORMATION nz SITE NUMBER: VW MA 0005A SITE ID: MA3540 5 5 5 5 z o wNEW s g wwww PARCEL ADDRESS: 122 FOSTER STREET at&t 550 CINGULARCOCHITUA WIR£LE55 PC5, LLG K��"I? ("AT&T') c9 IF .d� 550 COCHITUAT£ ROAD o 0 0 0 0 0 *�'�""",,.� FRAUINGHAU, MA 01701 ow w g NORTH ANDOVER, MA 01845 W GCL1Wy� (J DRAWING INDEX PROJECT INFORMATION p z m o a--N FHEETDESCRIPT10N REVISION VICINITY MAP SITE TYPE: RAY! LAND SHEET TITLE SHEET 3 SCOPE OF WORK: PROPOSED 3,996 SF FENCED COMPOUND " AND 110' TALL MONOPINE/115' HIGHESTAPPU ABUTTERS PLAN 0 VEST w,1Y AREARTENANCE WITHIN 4,900 SF LEASEEXISTING CONDITIONS 0 �04 /� Sff NAIAE; NORTH ANDOVER 1 A-1 COMPILED RADIUS PLAN 3 m4g �' SITE NUMBER: VW FAA 0005A Af SITE ADDRESS: 122 FOSTER STREET A-2 SITE PLAN 3 a o NORTH ANDOVER, MA 01845 A-3 COMPOUND PLAN 3 S ASSESSOR'S TAX ID# t04.D-0026-0000 A-4 PLANTING PLAN 3 .q ZONING DISTRICT: RESIDENCE 1 DISTRICT (R-1) � LATITUDE: 42' 40' 07.02n# N (SURVEY IA) A P-I DRIVEWAY PROFILE 3 � LOCUS 7!' 04' 02.13"� 4! (SURVEY 1A) � s P-2 TO P--4 SECTION PROFILE 3 LONGITUDE: D-1 ELEVATION & DETAILS 3 (E) GROUND: 187.00't i) SA�M ST �p t `" (P) GROUND: 185.25'± � Q D 2 DETAILS 3 3 `7 DATUM: NAD83/NAV088 CA-1 TO CA-3 TENANT DETAILS 3 FD E St, STARP— k n1f�0 PROPERTY OWNER: N12 STEVEN FOSTER SRYOUNG EC-1 EROSION CONTROL PLAN 3 �R, V NORTH ANDOVER, IAA 01845 „ GENERAL NOTES °quoLEs APPLICANT: VARSITY WIRELESS STREET INVESTORS, LLC AC 290 N Itp 7TH FLOOR I, CONTRACTOR SHALL VERIFY ALL PLANS AND EXISTING DIMENSIONS AND BOSTON, MA 02210 4n11 CONDITIONS ON THE JOB 9TE AND SHALT. IMMEDIATELY NOTIFY THE ENGINEER & OWNER REPRESENTATIVE IN WRITING OF DISCREPANCIES i1A ENGINEER: PROTERRA DESIGN GROUP, LLC BEFORE PROCEEDING VATH THE WORK OR BE RESPONSIBLE FOR SAME. 4 BAY ROAD 2. PLANS FOR PERMITTING PURPOSES ONLY. NOT FOR CONSTRUCTION. BUILDING A; SUITE 200 HAD3. ALL UNDERGROUND UTILITY INFORMATION WAS DETERMINED FROM TEL: (4, ) 20-4 pAW.' 7/5/17 SURFACE INVESTIGATIONS AND EXISTING PLANS OF RECORD. THE TEE (413) 320-4918 CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTIUTIES IN TTTE FIELD oRAWrt: Teo/t1aM PR10R TO ANY SITE WORK. CALL OIG-SATE (888) 344--7233 72-HOURS SURVEYOR: NORTHEAST SURVEY CONSULTANTS 116 PLEASANT STREET CHECK: JMM/rEJ PRIOR TO ANY EXCAVATION. N SUITE 302 4. NEW CONSTRUCTION WILL CONFORM TO ALL APPLICABI E CODES AND EASTHAMPTON, MA 01027 JOAEE: s7-PLAN ORDINANCES, A A BUILDING CODE: FAA55ACHUSETTS STATE BUILDING CODE 780 CUR - g S ° 109° suoo JOB NO.: 17-029 SUI EDITION IBC AND AMENDMENTS 4YETLAND SCIENTIST: LUCAS ENV1120NFAENTAL, LLC ( ) SCALE; S" = loot)'± (22x34) 500A WASHINGTON STREET SHEET PRE: ELECTRICAL CODE: NEC 2014 WITH MASSACHUSETTS AMENDMENTS 1" 2000'k (Hx17) QUINCY, MA 02169 527 CMR 12.00 TITLE SHEET T-1 4 5 2 'T 3 4 5 2 I-- FAA 1-A CERTIFICATION Pr Terra I HEREBY CERTIFY THAT THE LATITUDE, LONGITUDE, AND ELEVATION PRESENTED HEREON DESIGN GROUP, LLO MEET THE REQUIREMENTS OF THE FAA WITH THE FOLLOWING ACCURACIES: TH E (3) FEET VERTICALLY 4 Day Rood,R!dp A, \ YE Y(20)FEET HORIZONTALLY 6 2 liadle00 y,MA 01035 Ph:(A13)320-0-491618 07-12-2017 0 D \ ANNEL�. SEA 2, PlS 4716p 104.0-oo2a-0004 � DATE CONSi1LTANT�: MO-0016-0000 S111 F STER ST0 SURVEY NOTES NORTHEAST SURVEYN F NORTH ANDOVER.IAA D1045 CONSULTANTS STEW YOUNG OEEO 4083-166 142 FOSTER ST NORM ANDOVER,MA a1845 6^, i. SITE DETAIL SHOWN ON THIS SURVEY IS BASED ON FIELD DATA COLLECTED ON 116 Pl,osonf St.SIa 109 DEED 4083-166 12/17 20I4 - 12/19/2.014 AND FIELD VERIFIED IN JUNE 2017. THIS SURVEY IS P.o.Ro01027 .109 0F' PREPARED IN CONFORMANCE WITH THE PROCEDURES AND REQUIREMENTS FOR DATA [aslhc tp4Z,20-5144 {413)203-5144 5<iY9k IACCUMULAIRON NFORMATION IS CO PILED FROMTRECO P FORTH (DOCUMENTS AND SN NOT02TO BENDARY CONSTRUED AS norlheostsarvey,com NS HAVING BEEN OBTAINED AS THE RFSULT OF A FIELD BOUNDARY SURVEY, AND IS SUBJECT TO CHANCE AS AN ACCURATE FIELD SURVEY MAY DISCLOSE. 2. THE PURPOSE OF THIS SURVEY IS TO SUPPORT THE DESIGN AND CONSTRUCTION OF A IE TELECOMMUNICATION FACILITY. USE OF THIS SURVEY BY ANYONE OTHER THAN VARSITY TYRELESS INVESTORS, LLC, AND USE OF THIS SURVEY FOR ANY PURPOSE NOT RELATED 0 TO RiE DESIGN OF THE INTENDED FACILITY IS STRICTLY PROHIBITED, W 3. PROPERTY LINES AND BOUNDARY DIMENSIONS SHOWN ON THIS SURVEY ARE BASED ON A w COMPILATION OF RECORDED PLANS AND CEEDS, MONUMENTS FOUND AND THE TOWN OF w NORTH ANDOVER'S GIS AND ARE NOT INTENDED TO REPRESENT DEFINITIVE BOUNDARY LINES OR BE USED FOR THE PURPOSES OF CONVEYANCE. PROPERTY RELATED a INFORMATION HAS NOT BEEN CONFIRMED BY FIELD SURVEY OBSERVAl1NS AND NO q Ss ASSESSMENT OF LAND OCCUPATION HAS BEEN CONDUCTED IN THE PREPARATION OF THIS N o� Syg, SURVEY. A PROPERTY LINE RETRACEMENT SURVEY HAS NOT BEEN CONDUCTED. w 142818'43'Y1 OSF 4. THE PROPERTY LINES SHOWN ON THIS PLAN ARE THE LINES DIVIDING EXISTING 35.02' 16p OWNERSHIP'S, AND THE LINES OF STREETS AND WAYS SHOO ARE THOSE OF PUBLIC OR C - -o C oD• PRIVATE STREETS OR WAYS ALREADY ESTABLISHED, AND NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS ARE SHOWN. o N 5. PRIMARY GEODETIC SURVEY CONTROL WAS ESTABLISHED FROM AN N THE GROUND d o 0 SURVEY USING THE GLOBAL POSITIONING SYSTEM (GPS) ON DECEM13ER 19, 2014. THE DHF HORIZONTAL REFERENCED DATUM IS THE NAD 83 BASED ON THE GRS 80 REFERENCE z q 0 Io4.0-44as-DaoD `Aar ELLIPSOID. THE GRID COORDINATES ARE BASED ON THE MASSACHUSETTS STATE PLANE COORDINATE SYSTEM OF 1983 CORS96 (MAINLAND 2001). ELEVATIONS SHOWN ARE t� $TEYFNHLF YOUNG 'o\ ASSUMED AND ARE APPROXIMATED TO THE NAVO 88 VERTICAL DATUM, VERTICAL AND s3 112 FOSTER S7 r� NORTH ANOOWR,MA 01045 m, a, 104.D-0144-Do04 HORIZONTAL INFORMATION SHOWN MEETS THE STANDARD CRITERIA FOR AN FA A iA 1^ N/F CERUFICAT10N (20't HORIZONTAL AND 3'f VERTICAL), to PUN PL78f28 FOSTER STREE#REALTY TRUST _F4 Lr3 KENNETH L.LINDAUER �] 160 FOSTER ST 6, IN THE EVENT THAT BENCHMARKS (TBM'S), ESTAtlLJSHED FOR THIS PROJECT AND -A PROPOSED NORTH ANDOVER.MA 01045 PUBLISHED ON THIS SURVEY, ARE DESTROYED, NOT RECOVERABLE OR A DISCREPANCY IS CFJIr'TIER DEED 20U-78 FOUND, THE USER SHOULD NOTIFY THIS FIRM IN WRITING PRIOR TO COMMENCING OR SOS\ OFT TSi 138'3 PLAN PL-10622 [/�W s CONTINUING ANY WORK, A�Aj 4 7. THE LOCUS PARCEL IS SHOWN AS PARCEL 104.0-0026-0000 IN THE TOWN OF NORTH W j \ ANOOVER'S TAX ASSESSOR'S DATABASE. tS3 104.0-0047-0000 0' 8, THE PROJECT AREA IS LOCATED IN FLOOD ZONE 'X" UNSHADED (AREAS DETERMINED TO 7 p.$ PAC,FIC RFaLiY TRUST OHF 13E OUTSIDE THE 0.2%ANNUAL CHANCE FLOOD) AS SHOWN ON FLOOD INSURANCE RATE � 1 AP J.F. F k A.P. .P MAN21 III TRUST MAP COMMUNITY PANEL NUMBER 25009CO737F, DATED JULY 3, 2012. AFOSTER ST F NORTH ANDOVER.MA 01045 258'T 9. THE LOCUS PARCEL IS LOCATED WITHIN THE TOWN OF NORTH ANDOVER R-1 ZONING DEED 4806-190 176* DHF DISTRICT. 9 PLAN PL-11389 ���A]]]�7 E 10. ALL UNDERGROUND UTILITY FNFORMAPON WAS DETERMINED FROM SURFACE B INVESTIGATIONS AND EXISTING PLANS OF RECORD. THE CONTRACTOR SHALL LOCATE ALL B UNDERGROUND UTILITIES IN THE FIELD PRIOR TO ANY SITE WORK. CALL THE FOLLOWING FOR ALL PRE-CONSTRUCTION NOTIFICATION 72--HOURS PRIOR TO ANY EXCAVATION za q� a ACTIVITY: DIG SAFE SYSTEM (MA, ME, NH, RI, VT): 1-888-344 7233 4 11, WETLANDS SHOWN HEREON WERE DELINEATED BY LUCAS ENVIRONMENTAL, LLC. C `a �• eh 50° 'Oo. }y ,N •yi � JP� PROPERTY OWNER; STCVEN B. YOUNG STAMP R{O1.U1000— DORS°00EMMONS LOCUS DEED REFERENCE: BOOK 4003-166J. 135 FOSTER SF 1 o4A-NSF-Oa00 po S NORTH ANDOWR,MA 01645 PLAN REFERENCES: PL-1512 Gr\' �] DEED 5402�333 PL-10622 STEVEN YOUNG ^G,V ?L-7S34 112 FOSTER ST �rC,V' PL-11389 NORTH ANDOVER,MA 01845 ) 104.D-0420-GOOD DEED 10659-k01 bHFO N/F PLAN PL-7634 io KRIS A.k TY"D.MUNROE JO$ 1GO FOSTER$T NORTH ANDOVER,MA 01845 LEGEND OECD$020-176 IPF -LOCUS PROPERTY LINE ELATE: 0711212017 -�- -ABUTWRS PROPERTY LINE k DRAWN; JED, CM ,�.. -EASEMENT LINE CNECK: OFS -STONE WALL SCALE: 1"=60' A -CALCULATED POINT A n -CONCRETE BOUND FOUND JOB NO.: 14-294 A - � • -DRILL HOLE FOUND SH�i T1 TLl:t FOUN a O -IRON PIPE ABUTTERS PLAN z O -TOWER CONTROLTROL POINT fl p� y� ANSI D{22"X34')SCALE: j"'j/jyjr ANSI A 11'x17')SCaU I'=120' Y 60 0 60 120 C-1 2 3 4 5 I 2 3 4 5 T LEGEND °11 2/12/]4 5VARYT "ND� Pr I erra 1 64 STOP '\ pE81CN (iRbi1P, LLC B-2 -LOCUS PROPERTY LINE 9- -ABUTTERS PROPERTY LINE f 4 Boy!Food, S0.200 ———————-----••--- EASEMENT LINE Nea!ey,WA 01035 -STONE WALL A -CALCULATED POINT 104.0-0144-0000 Pn:(413)3sc-as18 STEVEN B. YOUNG U D 0 -CONCRETE BOUND FOUND 112 FOSTER ST 0 -DRILL HOLE FOUND A-5 STOP NORTH ANDOVER, MA 01845 In DEED 4083-168 CONSUL 7AN75: 0 -IRON PIPE FOUND p -TOWER CONTROL POW WULAND NORTHEAST SURVEY A-1 sTARTA-4 CONSULTANTS 12/12/,4a^• O 516 Ploasont S 30 A b' A-3 r z P.O.a.Box 109 E..+)n nppt4x+.IM 01027 {4f3}205-51447 ////'/� - � narlhea4leJfvBfcCWY, 77C� 104.D-0144-0000 FOSTER STREET REALTY TRUST KENNETH E. LTNOAUER w m 160 FOSTER ST NORTH ANDOVER, MA 01845 m DEED 2888-78 oQ aNJ ir i C i PROPOSED TOWER LAT:42'4007.02" o •;i' / / / /l /ii i�//ir'r// /� / //� =�5 5 l._ LO,N:71'04'02.13" o nn 104.0-0028-0000 }/ , J r '///iir/j�/ " �� N:3468980�10 N F STEVEN B. YOUNG ' / r ! /% ///i/ii'/iij'r////// `C'�-6� �f~�l ~\ \ F:772553.86 ao /112 FOSTER ST // / .1yp� GROUND EEEV:187 NORTH ANDOVER, MA 01545mot......- DEED: 4083-166 1/10 - CONTROL POINT A ��c�y r' -IRON ROD SET- A� POST AND N:3066943.86' ^ - .. __,/// /%/ �1l 1 I t 1 ��¢ .s:•., ` / i / I I E:772697.18' is"'_ SHEOI r ! / // 7r,• t'�' 1 111 �\ ram' J 1/r//// _ - / R DHF `CONTROL POINT,El --SPIKE SET IN STUMP a1,5'�/�� -J/ _ N:3068860.OW �:�/ S fP• BARN E:772563.&0' TBM ELEV:175.47'� :- .- OATS -f - -- 1 // v v -\ \\ GARAGE `... \� /��I. ,/// '� OSTA47F� \� HOUSE \ ��Y •J gVE AND No.47180 -...'iw'_ /2UP 455 ,Vl'R\� glA1 INa GRAVEL DR1YE� Ar STONE RETA!NQN4-...1 jG N� f JeVG L 1 r 104.n-0044-0400 `-160 Y !. "_ _ _ i(wy /' THOMAS J, & 13ORIS EMMONS -.` o -'\�„•`r( I, � 135 FOSTER 5T DATE: 07/f2/2017 NORTH ANDOVER, MA 01845 DRAWN: JED, CJH DEED 5402�333 CHECK: OFS NP IO� A SCA1F: 1-30' 2454 JOB NO.: 14-294 ,o STEVEN 7-0400 EXISTING CONDITIONS 12 FOSTER YOUNG �,, STiEE r T]RE: 112 FOSTER Sl S ti NORTH ANDOVER, MA 01845 nns�fl(22•x3ary SCAM, 1'=30' REED 14554»101 /4p,Rr• \�, 30 ANSI A 11'017")SCAL£: !30 fi060' EXISTING CONDITIONS C-2 r 2 3 4 fi 2 3 4 9 ZONING SUMMARY TABLE PraTerra � I .� ''r 1 1 ZOh1YNG DISTRICT(5}: RESIDENCE 1 DISTRICT(R-1) DESIGN GROUP, L L C ASSESSORS TSREL 4SD-0026-0000 ( ) UNICAriON FACVLITY 4 8 y Raad 1)IfdENSION PROVIDED CONSTRAINT n .dl y V�At01015 ,ram LOT AREA 502,106+ SF 87.120 5F MIN. H 1a1slssa-a01s } I - z'�� t�� LOT - FRONTAGE 392' 175' MIN. D TRIBUTARY DRAINAGE AREA TO PROPOSED 24,51Dt SF 43,560 5F STORAi1lAT£R FEATURES (LAND DISTURBANCE PERMIT) CO,NSULTANIsL COMPOUND - FRONT YARD ..,..�- 127'3 30' MIN. COMPOUND - SIDE YARD 56'+ 30' MEN. s I COMPOUND - REAR YARD 857'+ 30' MIN. HEIGHT - -- COMPOUND -- 10'+ 35' MAX. COMPOUND - DISTANCE TU SCENIC ftOAb > 300' 300' MIN. TOYER - HEIGHT 110 I AVE. OF 300' TREE ' (175' TOO TAL) CANOPY + 10' '• TO1V£R - DISTANCE TO PROPERTY UN£ 135'4;? 60U' AS€N.y SPECIAL CONSIDERATIONS MAY BE REQUIRED FOR THE FOLLOWING; THE SUBJECT PARCEL WAS CREATED 04 OR BEFORE JULY 18. 1917 AND IS EXEMPT FROM THE �I DIMENS[ONAL REQUIREMENTS CF THE TO15'N OF NORTH ANDOVER ZONING HYLAW§7A.1, 7.1.2. 7.1.3.1 AND 7.7.3.2. o a + °I-i i333crs oa TOWN OF NORTH ANDOVER ZONING bYLAM1N$8 9.3.c.ii: "ALL FACILITIES SHALL NOT v vi „�,"•s" SSSSX�55 PROJECT HIGHER THAN TENFEET ABOVE THE AVERAGE BUILDING HEIGHT(WITHIN 340 FEET), MEASURED FROM GROUND LEVEL(AGL)." z z N O O O O D O 2 - TOVR1 OF NORTH ANDOVER ZONING BYLAW§8.9.3.c,v.{1}: THE MINIMUM DISTANCE I FROM THE BASE OF ANY GROUND-MOUNTED V,IRELESS SERVICE FACILITY TO ANY •�Y PROPERTY UNE, SHALL RE 2X THE HEIGHT OF THE FACILITY MOUNT, INCLUDINC ANY g ANTENNAS OR OTHER APPURTENANCES ... A MINIMUM SETBACK OF 600 FEET SHALL BE C �N C REOUIRED FOR ALL 'AIRELESS DEVICES, ANTENNA, AND THEIR MOUNTING STRUCTURES... _ AS MEASURED FRO.`A THE ADJACENT PROPERTY LINE OF PROPERTIES WHICH ARE EITHER ZONED F R CONTAIN, RESIDENTIAL ... USES OF ANY TYPES. DR D F N�N�,Cf.`yOfy 7^.. REFERENCES a n N PROPERTY LIKES & EXISTING FEATURES _ SEE SHEETS C-1 TO C-2 AFRlAL PHOTO - "USGS COLOR ORTHO IMAGERY(2013/2014)" DATALAYER DATED APRIL 2013 PREPARED BY OFFICE OF GIECCRAPHIC INFORMATION (MASSCIS), COMMONri£ALTH OF ti 7i •F, ^ / 11 1111 �' ,� r. lAASSgCHUS£TTS, INFORMATION TECHNOLOGY DIVISION � In + STRUCTURE USE - TO%'1N OF NORTH ANDOVER ASSESSOR'S DATABASE AND INTERPRETATION p r ® " OF AE131AL PHOTO �I^: ^T a r 1 •1 1 ' /s Tyr G RESIDENCE AR,-- GARAGE � � r ,. 5j ,13a' 1 / 1 ,+ 1• it '� ACC.- OTHER ACCESSORY USE = 1 1 J '''�_' n _ •• a ,a I�� „ F a. - BUILDING DESIGNATION FOR DISTANCE MEASUREMENTS; DISTANCES MEASURED FROM i CENTER OF TOWER TO APPROXIMATE 13UILGING LOCATION BASED ON AERIAL PHOTO o '"'''•n� ��Y ZONING BOUNDARIES- PLAN EN11RFO "TOWN OF NORTH ANDOVER ZONING MAP" PREPARED BY 1hERRVAIACK VALLEY PLANNING COMMISSION PRINTED NOVEMBER 2015. • ro .. ,,,� -+ ..� - , � r-'' ": ."- , ,'s ` WETLANDS DATA- SURVEYED DATA FROM SHEETS C-1 TO C-2 SUPPLEMENTED 4411H WETLANDS (1:12,000)" DATALAY€R RATED JANUARY 2008 PREPARED BY i, 'n "" �:M �,," c•. ., .,,� ra - OFFICE OF GEOGRAPHIC INFORMATION (MASSGIS), COMMONWEALTH OF MASSACHU5E TTS, "RRR INFORMATION TECHNOLOGY DIVISION AND INTERPRETATION OF AERIAL PHOTO. m NATURAL HERITAGE DATA -- "NHESP PRIORITY HABITATS OF RARE SPECIES" AND 'NHESP ESTIMATED HABITATS OF RARE WILDLIFE" OATALAYEFIS DATED OCTOBER 2006 PREPARED aQ BY OFFICE OF GEOGRAPHIC INFORMATON' MASSGIS), COMIJONWEALTH OF p MASSACHUSETTS, INFORMATION TECHNOLU�Y DIVISION. NO LISTED AREAS WITHIN AREA_.. B02 M FLOODPLAIN -- "FEIAA NATIONAL FLOOD HAZARD" OATALgY£R DATED OCTOBER 2013 V. / %" -, - a °-•a' "-I� PREPARED BY OFFICE OF GEOGRAPHIC INFORMATION (MASSGIS), COMMONWEALTH OF TECHNOLOGY DIVISIOlJ. CONFIRMED 151TH FEA1A FIRM MAP 4 n NUMBER H25G09CO237FRR1EV INFORMATION JULY 3, 2012, Q AREAS DETERMINED TO BE OUTSIDE THE 0.27. ANNUAL CHANCE ZONE X - h1000. STAMP: AREAS OF 0.2%ANNUAL CHANCE FLOOD; AREAS OF 1%ANNUAL r, '�' -° ^ 1 11 •r CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT "M1 ONE X - OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE: AND `5 PROTECTED BY LEVEES FROM 17 ANNUAL CHA14CE FLOOD. SPECIAL FLOOD HAZARD AREAS (SFHAs) SUBJECT TO r ° += = F.•. _+.r. ,j ZONE AE -INUNDATION DY THE 1%ANNUAL CHANCE FLOOD; HOSE FLOOD ELEVATION FLOOUWAYSARE SR€N1lZONE AI! THE FLOODViAY 15 THE CHANNEL `0 kt. OF A STREAM PLUS ANY FLOODPLAIN AREAS THAT MUST BE ">Z " ZONE AE -KEPT FREE OF ENCROACHVfNT SO THAT THE IY AN14UAL r 'F CHANCE ROOD CAN BE CARRIED WITHOUT SUBSTANTIAL g � 1�.,"' � 4'�r e✓'` � �� INCREASES IN FLOOD HEIGHTS- DATE: 715117 t WIRELESS SERVICE FACILITY OFFSET DISTANCES r)RA N: rr�o/eLlA BUILDING NUMBER DISTANCE TO TOWER BUILDING NUMBER DISTANCE TO TOWER CHECK; 4MM/TEJ I 140'� 11 3 0 5 't SCALE: SEE P[AN A _ .4- & 2 150't 12 4551± A JOU NO.: 17-029 . - a 3 185+ 13 632't II COMPILED 4 335't 14 76V+ SHEET 7lTI-E: RADIUS PLAN 1 5 336'f 15 668'+ COMPILED g 478'+ 16 625`t scALe 1'-160'{(1107) 7 540':f 17 849'* RADIUS PLAN 80 40 aJ t 0 8 313'+ 18 722'+ 9 330't 19 554't 10 227'1 A I 2 3 4 5 I I 2 s 4 S Pra Terra GENERAL NOTES PRIOR TO FINAL DESIGN, LARGE DESIGN II R O U P, L L C 1. THE TYPE, DIMENSIONS, MOUNTING HARDWARE, AND POSITIONS OF ALL PROJECT OWNER'S BOULDERS AND EXPOSED ROCK 1 EQUIPMENT ARE SH014•N IN ILLUSTRATIVE FASHION. THESE IIARE NOT INTENDED IN VICINITY OF TOWER COALPOUNO FOR CONSTRUCTION. ACTUAL HARDWARE DETAILS AND FINAL LOCATIONS MAY DIFFER SHALL BE FURTHER INVES7IGATE0,1 y R°°d ll,d" 9 A; S„ft¢700 SUCHTLY FROM ISHAT IS SHOV,IJ, _ _ _ u°aoy,6A"loss 2. THE PROJECT OVNER'S PCS FACILITY IS AN UNMANNED PRIVATE AND SECURED EQUIPMENT � t, - - � ( ) 0 4918 INSTALLATION. IT IS ONLY ACCESSED BY TRAINED TECHNICIANS FOR PERIODIC ROUTINE 78 � !�, { - /�� /.�(,,. n1s�z MAINTENANCE AND THEREFORE DOES NOT REQUIRE ANY WATER OR SANITARY SEWLR (P) STORMWATER D D SERVICE. THE FACILITY 4S NOT GOVERNED BY REGULATIONS REQUIRING PUBLIC ACCESS PER 0-2 INFILTRATION BASIN i - - - ADA REQUIREMENTS. - _ - _ - O,YSUI / .(.t" '� / ` - � -� � (P2:i STAT3ILIZEO - 3. THE DESIGN OF THE TOWER, FOUNDATION AND ANTENNA MOUNTING HARDWARE 1WLL MEET (E) WIRE FENCE, TYP. il! - / -SLOPE. C 7ANT5: TrP THE ANSI/EIA/TIA-222-G STANDARDS FOR STRUCTURAL STEEL ANTENNA SUPPORTING STRUCTURES AND STATE BUILDING CODE REQUIREMENTS. DETAILED CONSTRUCTION -'% 1 •°�, / " - �' (P) 4" SLOTTED PIPE AND STONE - ' DRAY4114GS AND STRUCTURAL CALCULATIONS WILL BE PREPARED BY A REGISTERED / ;(P) Y.IRE FENCL - - FOUNDATION OR (AS REO'17), (P) 3,996 SF FENCED CUMPDutdU 1 PROFESSIONAL ENGINEER AND SUBMITTED 1i1TH A$UILDING PERM17 APPLICATION FOR -'1' ,\ { :t" SURROUNDING I ' INE/115' REVIEW AND APPROVAL BY THE LOCAL BUILDING CODE ENFORCEMENT OFPUAL, 1 -ENV. 16D H P )_- _. S 1,1THIN I { 'P) URIVEWAY ll _ HIGHEST APPIIRTEONANCE / /�� _ / :/ / .' [ %�- / J R 1N TO DAYLIGHT RIPRA SWALE _ 0 F LEA .._. OPERATIONAL. NORMAL AND ROUTINE MAINTENANCE A. DNCE THE FACILITY BECQ!dES FULLY (D -� ... BY TOWER 004ER S AND CARRIERS TECHNICIANS WILL BE PERFORMED. THE ESTIMATED E -- -- ""' VEHICULAR TRAFFIC GENERATED BY THESE VISITS 15 PREDICTED TO BE LESS THAN THE 5 (P) EA{FRGENCY AREA ..._ 4 9U SE TYPICAL TRAFFIC GENERATED BY A SINGLE-FAMILY DWELLING, - , -SPILLWAY, 10 W7P£ - D-2 RRUhO CRESTED WEIR � 1 DISTURBANCE SUMMARY _ Y{, :'' . :..•�'•.,.,, % / i " , , : j �- b -- � \ (.:: LOCATION AREA (SF) - % _ / TREE CLEARING 6,14D \\��- - /,l� /��(P') SE01!JENT�' I ( t' -(. S - 'j` -� �. ... i GRAVEL SURFACE & DRAINAGE STRUCTURES 12,750 / \111j�� } .� FORE�AY f �. w w 5w w_ vi v1 l wwGiwo�i55 4' S4M1C�E STONE-[ SWALED � LOAM & SEEP /•+�j J r �� o b n o 0 o z z 32,73D TOTAL EARTH DISTURBANCE •� M1 ti � I C �� -�� • i P DRIVEWAY TURNOUT TO PASTURE \ + n ( ) �c/ f� t ' - �� � .�� 4 t � `\ � ,\I�rf(/,_\ I �. � \ (1, o '� (P) TREE LINE. TYP, a ��a,rrnnoo \ f 1 I ` € `i''' 1 / I• , r I (E) 1V00D 5H£0 TO BE REMOVLD ��-• ! to VI (L) BARNJ ���� -`'�. \, �\�- \ E LIVESTOCK GATE `� \ � ( ) \ \ � i 3 P) 12' WIDE TO BE REPLACED MATH - i- \ \ \ \ ` \ ( t1. i• 5 {� -. - _ A A � 0--1 GRAVEL pRIVEIJAY UPGRADED TF �•. /\ `-•\ / `/:/- -(P) TE3d ORARY ,`'•. \ ; \ 11�\ ! � � \ . q75 '_ -"{� � �'�� :.� _ � � y \ -F / ti '• 1 CONSTRUCTION ♦ �., \ f 1 \ ,r - �''; t f// ACCESS EASEMENT . j� `�•: �.`' 0 100' SPACING (£ GRAVEL i 13 RiVEtVAY N ACCESS EASEMENT �, \ r! /O 3;1 STABILIZED (P) 36.8 LF TWIN 12"m\`� r : - 1 ,.��` \': \.r r�' ....! 6 STAMP, TYP. q_1 2 CULVERTS WITH I D CUTLET 0-2 INV IN--I58.7 O - (E` INV OUTa155.0`1, r \\ \ I f - ��. I.� _ } ,,,,-� _�� �.L/ � 1 , SLOPE-2 0`/. \ r" f _ )SINGE :�. _ \ f 1_.. i n , �� t DSYE!_E-F t'11LY_ j _ . - �. I / \\\ �� F, )� (P) TEMPORARY CONSTRUCTION ' > >0 1 I y � f 1 ACCESS EASEMENT - ,S. ` \ `�t) 1'... + j fiI \ - 4 ` .. 4 \(f\ l / �: ` TYP.TRFE LINE. (P) 10't BIT. CONC. APRON TO- HE �. I i 1 1 l 1 1 - _ ---- INSTALLED AFTER ` 4� CONCLUSION OF CONSTRUCTION 1 \ f / (E)AREATIC t \ 7 .y• I \. r (E) BIT. CUNC. DRIVEWAY )�J� 1� ;� r_ V (� �(P) 10 VADE PATE: 715117 (REPLACE AS REQUIRED)�� \),Y I _ -, (\ (P) HANDHOLE, TYP UT)UTY EASEMENT \ 1 ! \ I \ h c - J (AS REQUIRED) wC-.... QRAIWN: W016LM Y\ i A - ° \ t P UNDERGROUND I( � -ununEs 1 �f � 'IS'•' � // CHECK: J04/1E'J /5� SITE PLAN 1 A seAFF: SEE PLAN A `\l 4�)(1] `/ - \ \ �. \ \\ \ , '� , t. l5 SCaLE•.1'-30'15.{I1x17) A_2 JUQ NO.: P7-029 30 SHEE ' � (j-y-p PLANTINGS, A--4 '-2 SITE PLAN (E) UIEUTY POLE #2455 ( ) OVERHEAD A-2 FOSTER STREET W/(PODR LE AS REQUIRED 11TILITIFS, Ern. 1 I ' -- 4 s 1 2 3 4 5 (P) 3,996 SF (E) TREE LINE, TYP. COMPOUND l4tTH r/V�-f / - _ - .. 6' TAIL yt �� t t-(. - (P) A,900 SF �(P) METER r erra i TOCKAUE FENCE t!"� "tLEASE AREA BANK & TELCO. „ / JUNCTION Box DESIGN GROUP, LLO .� �"��--�� P Coo AUN➢FO 4 .., _ SURFACE _ � -(P) PAR-n1UitPETEU - - - /- TRANSFORMER � f.t oad �� •l..l - 4 Bay R ' � ,� I ,♦ ''�"V'� ,� 8 d-nq A 5�3 V7 HudIey"At01035 o t -'�—.t fl�`0� 189.8 .� 194X -- — (45.7)320-991B 1) (F) 500 GALLON LP TANK.-.�'" CONSULTANTS• 014 4'00' CONCRETE PAD (P} GRAVEL PARKING AREA VRTH CANOPY. ($Y OTHERS) / I n ".Z Z 1i 1 &P)RSTAIR ""(F) LEASE m - & TURNAROUND AREA / DOWN SLOPE J AREA, TYP, I r ICE BRIDGE ,.Nj (� f i - SURR UN FENCE P) DRIVEWAY w r TYP BOLLARD. (F) RF EQUIPMENT ON (P) } I I E d'. { I t110' TALL A i �) s (P) CSC/III RICHEST APPURTENANCE A r .• }l\ f ) I cRourn=les.2s I. ( I i I I TP) PLANTING (P� A q a S a a x9a �\ `, \ DOUBLE 6' ..�., N\ (P) VEfDCN GATESy TYP. 1)-1 CA-t CA- �1 I/ I ICE BRIDGE`, _ 9 '1 333319 wwwwzgvl v) P TREE LINE, TYP, j• r (P) 4" SLOTTED PIPE AND \ tap1 ) _ / ( ) w IC w re"A w I STONE FOUNDATION DRAIN \ 1 / I S '\ ( \1 I I r rc rc rr t�n gg ,� onnon°dzz ' (AS HEO'D), A f ( A A w 5,. I INV. OUT - TBO / I \ I \ \ �'I ��(P) 1s' n90£ (DRA1Pt TO DAYLIGHT \ �rj,/jI' ACCESS EAbLMENT N N G 1 '•RIP RAP SV7ALE) \1�"�'_ 14 IIt ( _ C wi x89,J If� 189 (P) 12'x16' AT&T SHELTER- a I PROJECT (E) & GENERATOR ON £2'x24' •2 tea.4 (p) SEOIMEIJT X;BB.o TREE, TYP, CU?J CRETE PATIO i�` FORE$AY _,, n,+ $189 2 (� 199.OX X { 1 xte�.s X (P) VERIZON GROUND/ (P) 12' WIDE \" .t IaB`5 `. P 4"m PVC CLEAN �. I GRAVEL DRIVEWAY 0-1 1 i i 4 X ;1 ( ) EQUIPMENT V,RTH OUT PIPE CAPPED CANOPY V,11 HIN CA-- 1 (P) BASIN OUTLET- tea,4 • BOTH ENDS 12'x2D' LEASE AREA t' 8"0 PVC PIPE VI RISER ` Xi66.s •AT INV(IN)=188.0 I y ( `ti; ,y ,.\ AND RIPRAP PROTECTION -fit INV(OUT)=187.0 3'0 CRIME INV=187.22 I• r? - ` h 1 ` J% ORIFICE INV-187.41 TOP RISER HIV=188.OU O s9` Y '`-'" ter g�q " • � � ��<<,�' � \ (P) 19.8 LF 8"0 PVC PIPE 9 9.2% INV(IN)=18s.83 \ !•-f 1 5C 7� X xt69.'1 V �('• ( t. - �+ ` INV(oi1T)=184.00 ( (P) EMERGENCY 5 - (P) STORVWATER 8 1 - - DETENTION BASIN, p-2 (P) CHECK DAtA -SPILLWAY, 10' WIDE - + ;v" 7ROAD CRESTED HEIR 0""2 - 1 .(.� STAMP: 6 (P) WATER.BAR4 :� 1I ! L1-2 9 100' S€'AC€NC c � _ DATE: 7/5/f7 CHECK: Jtlhf/TEJ A SCALF: SEE PLAN (P) 10' WIDE UTILITY JOB mo.: f7-029 FASEVENT SHEET 7)TI E: 7f COMPOUND PLAN UPUTI SERGRouNO ® SCALE.•,"=6'(2204) l n...; J COMPOUND PLAN a 8 t6 A-3 i 3 4 5 I 4 i 2 3 � Pr DESIGNTerra GROUP. LLC Z.y1 \ ' - �1!!� .. _.- _.... -.... Hadie�.llh 01035 i FFNCF£3 NE Y.ITUN0 -+ - �a1s)jzfl-Ss1s -4,900 SF LEASE AREA HIN A-3 COVSOLTAN 7s;_ r It , l V �(P) 5'-6' TALL EVERGREE !�E O GREEN N 2 TREES, 'ERAL � ARBORVITAE,' THUJA CCCIDENTALIS A-4 ` A � � .o `t r II 'SAIARAGO`. ®a' U.C., TYP. } } g PROTECT(E) TREE, TYP.1 o z z l / �j � ,xp � v��1�1�/�.� •-�, v :.L��' � � _ � _ I'. j! vt PI w�i w w v y y ` irm\' y - EVERGREEN PLANTING. (SEE PLAN FOR LOCATIONS n w n AND SPECIES) �`I r�i m r� In w o nl �v�,nnna c 1 r DOUBLE 010 GALVANIZED WIRE GUYS ANO TURNBUCKLES 612 3" X VUL PINE ARK w B Il,ULCH TREE,TYP. 2 r�' - 'x2"N3' HARDWOOD STAKE, POLYPROPYLENE TYP. OF 3. NQTLFI TOP OF TREE STRAPS \\ ` \ "; _ � y.,x � ��Ilu �' rt��I� /I` f •:f � 1 � STAKE TO RECEIVE GUY. SURVEYOR'S ') RIBBON (VAIITE) FINISH GRAOF ,y ( v 7 EARTH SAUCER �] �W RWT HALL --PREPARED OACKFILJ_ F g (�PTR£E LINE, .� MIXTURE i(4 (E) TREE LINE' - \ \ \., 1 -/ -_.. % / t /4l �11 Y'�\I - � - p C011PACTEO IJQUNU- RF!'AVE ALL RUBE FROM ( I / / ( TRUNK AND TOP OF ROOT F. (E)'SING TYP.-- " r ..( _ / r l'/ ;] MATERIAL SUITABLE FO PLANTING BALL. FOLD BURLAP BACK 1/3 t/a 1 FROM ROOT BALL. !R CAM1fIIY � .� .._ � � `.`,.,.. � V). 10' WIDE 6 UPLITY EASEM£JJT C� q ' , PLANTING DETAtL. _ SCALE: NONE A- S., (P) UNDER<;ROUfJU - • a (E) srPTIC / ( i _- -/_ _ - -UTILITIES ti .._.. AREA ` 5'-&' TALL EVERGREEN 2 SCREENING TREES, 'EIAERALO CREEK ^Fy (E) 5T0NE SMARAGD, 8 O. . WALL, TYP.. 1 �( al ARBURVkTAE, TFS v' - 1 -- I, 715111 (E) UTILITY POLF #2455 L'I,'r (E) EDGE OF BATE: N: ]BD/BLk+f (E) OVER>iEpD w/(P) DROP, UPGRADE PAVEMENT,PAVEMENT, TYP. URAY,' UTILITIES, TYP. (E) LOCUS POLE AS REQUIRED FOSTER STREET CHECK: JJdM/TEJ rA 11y PROPERTY SCALE; SEE PLAN LINE, TYP. r,: A JU@ NO,: 77-029 A PLANTING PLAN ' SNEE T TIME SCALE 1'=15'(22,34) A-4 PlJl1lR FIND 1'-3C(1I.17) 15 75 15 � � A-4 1 2 3 4 5 3 4 2 ProTerra DESIGN GROUP, LLC a Road Oeafi'.ng A. Sidle 20o Findley,VA 01035 (413)320-4916 6 O CONSUL 7AMT5; N ri N 1p II � ham- PVI S 4+73.35 rn TA. PVI ELEV. 18`a.75 K: 16 23 rc '- 55 S zaSS LVC: 100.00 II of ne d a� 1�>�! 200 'A ix 00 oozz O 20 ! I -_...... i.I _-- . .............. -......_ .. LI vli 19 .............._ __.. ...... _. ........ ____ ...PVI $TA: 2+88.76 ........ __ .._.. _ .. u U w ...... u1,n N n C n PM ELEV; 161.29 0 19 -a -- .......... I __.. ..... ---- LVQ 50.00 ... _. ............ _.-__ _... . .......... -- .. _.. - --.. ... _._.. ......._. -,...,_ o a v m to n a o PVI STA: 2+09.09 -- I 9 PVI ELEV; 151.23 0 {{ -- - ........a LVC: 50.00 rz m r 7180 TA LOW PT. S : 1+98.23 m l2 N �'+ _ .................. _._. .... ..... ... ... ---.._.. ......... � "YmUCIa�Ni'1 IS _ -a n ..a m.. LOW PT REV. 161.77 .. _ n> ..._..... >-- -- J -J1D.90%E - _._. ... .. __ ......... __ ............. _. _._ ..........._ ............... 75 1757 oi _.� ..... m 7p 17 S _ a ....... .... _ i - -3.007 _ ...... p 55 i :D n •� N m^ n`fl nm wo mo, -v ��, w� ?o r7� h�:N "5 `t 1O 66w° mm o' m B h} P 4+00 5+00 6+00 6+51.15 l+SO 2+00 3+00 1:� 4 P HHHS, rar•rP1 DRIVEWAY PROFILE Y, 5CALE(2W4):T"=2o i10RQOGFAL 1"=10'VERTICAL ',rirla� SCALE(Hrl7): I"_46 MORIM17AL �E[(/K ���•� �� 1..20'VERRCAL `,, l�• . 10 20 EL; DATE: 715107 DRAWN: T60/BLM CHECK: A4M/TEJ SfAtf; SEE PLAN A JOB NO.; I7"-029 A SHEET TIRE: Liu I EWAY PROFILE P-1 1 2 7 4 5 1 2 3 4 5 Pr Terra OE&IGN GROUP, LLO 4 Pay Rood Cluud�nq A: Sui;e 200 Uodley,VA 01035 (413)520-4418 D n 340 340 CONSUL A.T NTS: _.. ._ ..... - _..__. ...................... 330 i ............._ ._ __... ....... ... . - 320 _. -_-.. .. ........_..............-310 . .. ........... .... .. ._..._ _-- - -300 W() I O Z c��on .. ...... wwwuz r.. —�. PARCEL. ` z 2rcon0:rco0o rczz n!n:rcrcl.la�� OA.b-DD25-0000 _. _ - _.- ___ . .................... 280 I. PARCEL 104.b-DI44--0000 L N N w rc 300' RADIUS PROM C ff __._. tWi a C / \ r(P) d.IONOPINE 270 ___ ..._. __ ....... (E) TREE CANOPY ..... ..._ -.. - ........ {E) TREE CANOPY ... ........ ............ _... ...... ..... ...... ..... 270 'n N TU BE REfdOVEn TO REMA A �_ - 260 q �aa�nn�ao LO4 \ : __ SSSYYY666 r PARCEL 104.0- 26-0000 �}pp �760 250 ..__....._ . ... _- . .................. _. - _.,-, .c.. r .'�,' -,-- - --- -- -- -----.... .. ___... . .. . .............. _.__.-_-... 50 240- Oxs �k0. GTj S + 104.D-0144- 30 0+00 PARC ........ - _.__ _..., -.... . _ -_ _ I ' --__. .... - - — --.__ U 1 pk ODD 2 ... f -220 220 214 (P) GRAVEL 2 ..... .... ......_ DRIVEWAY �r P b s0 \ D�(f4 a PARCEL 104.0--0028-OOo PARCELE:D � 1DA.u-DD4n-DDDn -' ~-� srax n: i..... LOW$ n PARCEL q PARCEL 104.D--0026-0000 Ir, 104.D-DI44-0000 aN I 11R� SECTION LINE PLAN I 160 . .. - __ SCALE: (22y34) y i eo 40 e0 19 150 a 50 �n SON �� M� u]^ �� h� rff(•(}}N V y pd ��T Ol tim WO>d, )4 yap' OJy W Opp 00� W� WW W� 'm f`� � IYh i` n� nCJ hh rP -0+50 0+00 0+50 r 1+00 1+50 2+00 2+5U 3+00 DATE: 715117 nRAVrM 78DIMM CHECK: al.4MITEd SECTION PROFILE A cl A SCALE: SEE PLAN A JR8 NO.: f7-02B SCALE(22rd4} ,:-12v ROR12ONTAL P-2 4'=15'VERTICAL SHEET 71 TLEt SCALE(IN17); I'-40'HORIZONTAL 1'=36 VERTICAL SECTION PROFILE o D 10 20 P_Z z1 3 1 4 5 V I I 2 3 4 I Pr Terra DESIGN GROUP, LLC 4 Buy Rood (3•d�ldrtg A; Site 200 H.N.Y.NA 01035 {413)320-4910 1 D p I 340 340 CONSULTANTS., 330 ........... ........... ....... .... __.. _.. - __- ......... .................. ... __ ..... ._....... _. _._._ ................ _- --- 330i ............... - --. ........ - ... _. 320 3107 .................. .. ......... ... ._ ___. __... ..._ _. ... ........ ........ __.. 310 I r o z 3.6.z:1toV) _ ..............._ wwwlsz- 290 .............. .........._ .. __ __._ .. .. .... - - __._ _._.. ............. _-.-.... .......... .. --_-_ -.... 290 55 5 S a W 5 S f.� PARCEL �' :� a a a o a 104.D-0025-0000� _- -_._ -.. - -.-- ..... .... ..- 80 z 0 0 0 0 o a - —_ J.... .... z / PARCEL 28Q ......_ (E) TREE CANOPY CANOPY 05 104.D-0144-0000 - 100` RA01U5 PROH TO REMAIN v v / (P) 1.SQYOPINE __. . 270 C a mI Vi N a n. r tlayy���. -25 / PARCEL 104.D- 2/6-0000 D B 250 .....CA}NOPY TO f ' ?� ppp��� � r III .T..... .OPY .......... 50 9k 0 O � [3E REMOVED C n , -_-_. ...... ...... .. (E) TREE CANOPY T 3 TO REMAIN --. -- .. ................. ____ _.- 40 w b 4i �. 24 0+00 -1. - , a I PARCEL �y tb: 4" .. __. ......... ................. 230 d s 0 ? 104,D-0144-0000 230 5,._-v: � " j''�% -_.-----_ f � t -220 210 210- 88 wz 4� Fj4y d � 11�. v (P) rRAVEL : �pL DRIVEWAY ......-----...._.... _.-._._.. . . . 00 190- - � ) d C 104.D-0028 0001L� / PARCEL 180 ......... �I / _.......... __.._. . .. ...... ... ...... ._ -._. --_-. -. ..�� --....._.._.... -_..__ -.- _..- ...... ..... ........._ __._._ -_-._ .. 80 a 1 O4.D-00"-Q000 FOSTER (t1�35 o J ' STREET ti _. ... ................... LO...-_..__..._.. .. .... ......... _ _. _..__.._. .. ... `...... _.. ..... y __ ____.. ......... ....._ _. 0 Is xn CUS 170 -. ... ..................PARCEL 104.P 0026 0000......... ................. .... nF _ ...�.- ...._ ---- 160 iJ ® SECTION LINE PLAN ' 1e0 ..... ......... -- -__ -Q TaZ PARCEL ` ) � scat£:c"=eo'(22.3+) 4'=F60'(11x17) i a 2 104.D-0044-0000 50 ,�,11 a° 9R tso 1 ° ISO Jd v!n h;u 00 0o I:� m oo ,..n '�„y 'r' 'I n n� og vix �� n� nA -0+54 0+00 0+50 1+00 1+50 2+00 2+50 3+00 DATE": 7/5/f7 DRAM: TBVIOW CHEM JMMITEJ A SECTION PROFILE B 2 " SCALE: SEE PLAN Job NO.: 17-029 sca�E(22.34). 1'wz°'Roslz°t4Tu P_3 1'=15'YF}27ECAL $CALL(IIv17): 1'=40-RO'HMAL SHEET DUE, 1"-30'L'[R�CAL SECTION �h PROFILE 1U z° P-3 i 2 3 4 5 i # 2 3 4 5 PrTerra DESIGN GROUP, LLO i 4 Buy good 6a+d'ng .Salle 200 adl Heyy,bA 01075 1413)320-4918 n 0 340 CONSDF.TAMS: 340 -330 ........ __ _. .. _.._ .... ...... 320 ' 320 - _. ... ... _._.. ..... . .... - -..- -.__ -. ...... ... __.- ...... _._._._. 310 .......... .... ..... - 30U _._. ......_ ......... _.300 wu _ _. .. ..... ................ ........ o z -290_. ._.......... .... w w o _.._.. __. _.. _. ww wowww '. �rraarr ac�c3 280 PARCEL N 0000 0 0 z 7 .. �11 - 280 ........_ ........ _ __ / PARCEL I04,0-014E-000Q 3Q0' RADIUS FROFd -'(E) TREE CANOPY ____ �(P) iONOPINE 270 ... _.__. .TO._REMAIN _-...... ...... _- ..._..._ ___.__. ___.. .. _...... __._ ___.- ....... __._.- .. ._...... __._ ...... __._.. 270 N N C / ... ................ .. - C N�I IV N 8 4^I .. __.___.. -_. ._ .. ..... .... ... amuno�N�� LOCU� CANOPY TO -Ud 3�� �� (E) TREE GAi�OPY 250 z 0060060000G0rrrr 260 ...... ....... E TREE �7 BE REMOVED �' REMAIN -_. PARCEL 104.D- 26-0000 \tl0 60 25O _._ ... -_ ___ ............... ... ..._ - _..... 4� 0 1 0 ,4 y151 - _. ..... 4 240 -�. - _ kt '1 1 4 ' 4 ............. ..... 230 0+00 220 - _\� we 220 -710 ...._....._ _._ - ,. Y I.. ... .. .... _... aV[� � I I!!�y p Af�Afff µq�1 �i is + Cs�r � 210 1 ' _ 00 �: _ _- - _ / 2 �y�� _ 2 ,1 •t'�' (P)GRAVEL !? --- DREVEWAY . 6 2}00 xO 190 p122 PARCEL / F. -__-_. ...... _ ......_ ........ . .._-. ..... ... ..... 1130 E 104.0-0028-OCO PARCEL 180 __.. __.. _. __-. ....... -- __... _-.-...-. / 1U4.U--0044--0000 STREE --., = STAMP` T o _ ED N PARCEL iDODU0026-0000 - 1 j -.. ... ............ ___.. .. .arc ..---..._..... ... GD t' n'-• C SECTION LINE PLAN ' 160 - _ I SCALe 1"=80'(22.34) I'=1b0'(i1e37) a 150 `O� F mom 90 40 80 10 150 0 .o d N a a c�� n ro w N � u, n N m a N o .n 6•- µ� O. � [MAN I!l �11 �N .� m N W 000] Nr�p .!-(� Ob0 rOW �p �n1 n.� hn n� �[] �� r� i0� t�O'.DO l0 ,P� �� b9 Ulm N'n V�1F VSn 4f1 -0+50^ 0+00 0+50 I+00 I+50 2+00 2+50 3+00 DATE: 7/5/17 DRAWN: T60180A CHECK: JMls1/FEJ SCALE: SEE PLAN SECTION PROFILE C 2 A ,foa Nn.: 17-029 A SCALE(22.34); 1'"29'HoRiZODrAL p_q r=15'VE0CAL N SCALC(1107) 1'-40'HCA120NTAL SHEET VILE, VERTICAL SECTION PROFILE a 0 10 20 P-4 3 4 5 2 i II 4 J 1 2 3 Y T�/.�r !p ' GATE OPENING 12'--t3" Pl A Vr! a (P) CAMOUFLAGE BRANCHES TO VFRI Y VITH SITE PLAN) 1YOOD OR METAL ( DESIGN GR O U P, L L C EXTEND 5' MAX. ABOVE POLE POSTS, 8' O.C., MAX. -4" SCH4D GALV STEEL GATE REEFER PIPE W/CAP (7'H} OAST STEEL GALV. LOCKABLE LATCH HINGE ASSEMBLY, 4 PL, g" p2 CEDAR OR ASSEIA13LY d Bay Rood WOOD SLATS 8,Ld:udfagnq A: Scae 700 H MA olas5 4,5 (P) AT&T RE EQUIPMENT ON {a}sT120-d9I6 CA-I (P)TOEMA CH (P){MO NOPINE y . ° ° I �OVS 11 0 �o (P)P) SECTOR RF EQUIPMENT FAIT ON (P) S£CTUR F32AME PAINTED � _ CA- TO MATCH (P} MONOPINE (F) RE EQUIPMENT (BY-- , OTHERS)PAINTED TO MATCH -- _ CAMOUFLAGE BRANCHES, TYP. I , '-- rs .r• " , 1 'C _ HORIZOUTAL CROSS •I II I -I I GATE ASSEMBLY MEMBER (INSIDE), 3 PL, I III 5.1 TH GALV. G 4 u z STEEL PIPE ,r z a I I: 2500 PSI CONCRETE ) II I, FRAME (INSIDE) U rr 6"4xl8" DEEP CONC. i "z Z U I I �--12"fl, TYP. u FOOTING wTH 1 1/4" PIPE 2 PL. i?y J U SLEEVE, 6" L �,� w ff fK[Y Q'h3RaK �7@� R01 + STOCKADE FENCE I� SCALE; NONE %^ L a 4 n f v,vn w z ` PER PLAFJ Q NUJ N ,A.�-O[nV 4"THICK (MIN.) 3/4" CLEAN WASHED STONE o a s n n n p n �a _ " z CROWN OR PITCH (EXTENOEU 12" OUTS€DE OF FENCING) it '"� „` R1 ( a U A5 NOTED ON PLAN 5t x LI('• �= N a z G fAIRAFi SOOX GEOTECH . r -V FABRIC OR APPROVED EQUAL (P) CABLES RUN THROUGH U Z �1 u ¢ ��7 F a •'{�y, / (P) MONOPINE INTERIOR a 8 3 STRUCTURAL / a w irliciZ)/f�1ts r� 7<l n z 4" THICK 3 4" fdINUS �Lr11 cJ 3Jr j) r J FJ `J fi��. FILL OR GRAVEL b = z o w CRUSHED STONE OR ,-;, r }f.`.t IJ p a 1/2" TRAP RUCK ONOPINE =TAPERED STEEL M SURFACE COURSE III POLE PAINTED BROWN .w�.. (?) VERIZON GROUND a 1n {1,{A55 DOT 1d2.Ok 4) n 12" THICK GRAVEL SUBBASE- AS REQUIRED REINFORCEMENT z EQUIPMENT WITH o- il AS REQUIRED CANOPY VITHIN o (1,M1ASS DDT M1.010 TYPE B) I �.I _U E E. ! - I E - I• _-(P) 12'x16' AT&T 12'x20` LEA5E AREA w o EXISTING PROOF-ROLLED :T1 I1i--111 114 __E�f 1 SUBGRADE. SANK ROLL GRAVEL REJdDVE A Fr B LAYERS._.l SHELTER ON 12'x24' OVER PARENT MATERIAL I CONCRETE PATIO •" TI (P) AT&T ICE CA- PROOF ROLL SUB-GRADE �a �'. + m BRIDGE 1 :��" TNOIALL GRANULAR MATERIALS SHALL B£ COMPACTED TO 95#% 4 b p 4' CA-S (P) VERIZON (P) 6'TALL MAXIMUM DRY DENSITY RY STU. PROCTOR METHOD COMPOUND SURFACE p ICE BRIDGE STOCKADE FENCE 2. ALL CU1 AND FILL SLOPES TO BE COVERED WTH JUTE MESH SCALL: NONE U-1 .S 2 EROSIO,`! CONTROL BLANKETS AND/OR HYDROSEEOED V.ITH NEW � 0-} ENGLAND ROADSIDE MATRIX MIX AT 35LBS PER ACRE OR EQUAL. R Vj I ' SCALE iOYLDRIVEW AY SECTION 0-1 V I 11 Fp GRADE VARIES 4" (r.UN,) COMPACTED DEPTH OF 5_TAhfP� TOPSOIL, FERTIUZ( & LAME IN SPECIFICATIONS ous -----NEW CONTROL/ RE EROSION _ _ � ACCORDANCE 541TW C �� CONTROL/RESTORATION MIX ____ FLEXTERRA FGM HYDRAULICALLY FOR DRY SITES BY NEW (P) 25'tx25't MONOPINE-- 1 APPUEO MULCH &EROSION CONTROL ENGLAND V,ETLAND PLANTS, WEST ELEVATION TO SI ZE FINAL E BLANKET MANUFACTURED BY PROFILE INC. OR APPROVED EOUAL FOUNDATION. F 1� •�,.� �l HE DI AL SI BY SCALE:f"=I0 (22034) D-I PRODUCTS, LLC SUFFALO GROVE, IL. (ILBS/125D SF) J GEOTECHNICAL EXPLORAIIUN t" (It,17) SEE TABLE FOR APPLICATION RATES _. 10 TING UNDISTURBED ID 20 y0�•� SUBGRADE RIP RAP (17OLBS/CF) a D5D=4" l I SCARIFY SURFACE DATE: 7/5/17 ( Y; rs!r r {;r ( f ,• OF SUDGRADE TO ORAVIn: T13011304 2" DEPTH FLEXTERRA APPLICATION RATES CHECK: JF117d/TEJ SLOPE. RATE SCALE: SEE PLAN LESS THAN a:l 2500 LB/AC A A �'\ y \� / 4:4703:I T LB/AC 2 plgJ ;1:1 TO 2:1 3500 LA/AC SHEET BEL E� 2.1 TO 1:1 4t1U0 LB/AC ELEVATION & DETAILS SLOPE TREATMENT G RIPRAP CHECK DAM 5 y f SCALE: riatiE AL D-1 SCE: NONE D +■ 3 4 5 i 2 1 1 2 3 4 Pr Terra l.+.IRAFl PREFABRICATED SkCT FENCE '. 012 APPROVED EQUAL, INSTALLED DESIGN GROUP, L L C PER M ANUFACTURER'S GUIDELINES 2' LARGE STONES, ;ylp (MIN,) I"xl'x3' WOOD STAKES PER 2GE LB. ES, 2"HEAD5.IDTH WOODEN BALE DRIVEN 12" (MIN.) ;NTO GRADE STAKES PLACED 10' O.C. 4 euy Rood 48" WOOD POSTS m:�d�q P'MAS,li1 700 -STAKED STRAW BALES END-TO-£NU' BLOV'V^ACFD' FILTREXX Si LT SOXX Hodloy,IAA 6kO75 STONE RIP--RAP tO' MAX. O.C. INSTALL ONE SALE PERPENDICULAR %9", or 17" TYPICAL DSO STONE SIZE = TO FENCE LINE PER EACH 54 LINEAR FILTER I.SEUTA ( ) (415)77A-4918 C FEET OF BARRIER, AREA TO BE 8-8" OR 80LB \ WORK AREA PROTECTED D /\/\ \ \\ \\\12' MIN. RIP RAP HEApYlALL- l , I PROTECTED SIDE I SPOIL ERO�\I ) ( �f < (�r i r ' D QN50L7At L GFOTEXTILE FABRIC \,\ BLANKET (!70 LDS/CF) — BALE TRENCH ViRAFI FW70U OR \�1\]/��/\\ HAND PLACED D50=8" - -- — I _ _ 1VORK. SIDE EQUAL '��/ OR 2.5 LRS -- — — —~ —�-- � z �I J _ $ �JJ�, UNDISTURBED UNDISTURBED GROUND --4" GRAVEL BASE GROUND w I I _FLOW DRAIN 4PIPEALE \ S�L7 SOXX OR SIVAL£ o / V E v I. Sf SiLT SOXH VAAERE CONDITIONS DO NOT ALLOW STONE-LINED DITCH ' 0 STAKES TO BE DRIVEN. 2, SILT SOX%FILL 30 MEET FlLIREXX SPECIFICATIONS SCALE: no�tE p_2 AND APPLICATION REQUIREMENTS- S — -I ,3. SILT SOXX COMPOST MATERIAL TO BE DISPERSED HAYBAL£/SiLLEEE £- ON SITE, AS DETERMINED RY ENG€VEER, rc W� PAN 333ti� o0 w 5; )vr HEADWALL EROSION CONTROL BARRIER 5:5 s Z rc g g 3 www oww y rcrcrcir.ry(aYKaa SCALE: NONE D-2 o O 000 P O� PIPE z tlww aFZ 8" OUTLET STRUCTURE/ 'n 41 8 w ow :'> INSPECTION PORT C N 0 t w a SEI DAG ON 8" RIM=169'00 FILTER FABRIC IF 4" V£RT. ORIFICE INV=168.27 VEGETATION IS 4" VERT. ORIFICE INV=167.82 • -• ABSENT "������ � - . ., '>•.,:.,. 4" SCH40 PERFORATED PVC BACKUP td U 5' V,1DE EMERGENCY OVERFLOWOVERFLOWI' RA'N PIPE IN CASE OF FILTER BAG;. (0-15" MIN.) RIP RAP STAtd4lNG WA7ER, AS NECESSARY o QfA UC]o Ni°I LEV ON 12" THICK (MIN.) SPILLWAY _ TOP OF BERM ELEV=170.2 CLEANOUT. HOSE CLAMP SPILLWAY ELEV-169.0 A5 NECESSARY -SEDIMENT L �1 FU}?EBAY to WOODEN STAKES OUTLET PROTECTION z ~ PUMP DISCHARGE SCALE: NONED_2 72.d3 LF 8'C PVC- 7! Q pLITLET/MAINTENANCE -,E1 RUNOFF f HOSE - DRAIN DOVN PIPE, DAYLIGHT AS REQUIRED -� INV(IFJ)=164.0 > ,/- / � O EL V-16 5 -.•�`" id INv(OUT)=162.0 ``�i;✓,'h;.//, %%:�/,�; ;%. ,�.�„ �! oNc NOTES: / 1. ENSURE DISCHARGE AREA IS COVERED BY OUTLET-' „7 �' `••°•• .... • ° �� �►r PROTECTION STABLE VEGETATION. „ w 2. USE DIFFUSER NOZZLE OR L04Y - hiiRAFl 146N SHUTOFF VALVE x DISCHARGE RATE TO PREVENT SCOURING. %' !iE:%r;"`'�'\ FILTER FARRIC OR ON MAINTENANCE 3. TO BE PLACED AT AN UPLAND LOCATION GRAVEL FILLED AREA -ExISTING ROAD SURFACE `�%`�•" APPROVED EQUAL UNO RDRAIN N ii THAT WILL ALLOW WATER TO DRAIN TO THE GROUND. _N EXCAVATED AREA E 4. SIZE OF STRAW BALE ENCLOSURE TO BE I _� I' 10'x10' ADJUSTEO TO WATER VOLUME. t° I ill kl 11�- GROUNDWATER EaVATION t3 ti t3 5. ADDITIONAL STRAW BALES MAY BE USED , R! -Ill kj Il�- TO INCREASE RETENTION & FILTERING. t�� 4 I I I 1 -l(i j{ Ik..:_III. (TO BE CONFlRh6Ep DURING GEOTECPENICAL ItdVEST1GATI0N) v Q Syr '11 II} '[I ,! 11 III - Ifl Al Al ll} III N -dl fl 11-1IIj�II�iII�� Il�ill ll`(I�illl Elk III {I}:, I-,.kI TIT-11' { q DEWATERING BASIN 4 Tel `'` n 1'.;`i! "' INFILTRATION BASIN�� I I 141'�Il I S'-i z' '. H04E _ .II1 I" SCALE: NONE ` D� $GALE -� cRoss SECTION VIEW 3' VEGETATED OR RIPRAP `5 EDGE of TOP OF BERM ELEV. (SEE PLANS) SLOPE TREATMENT TO DITCH R \ \ DRIVEWAY(TYP.) LEVEL SPREADER {/ �1 SCE PLAN \�\ DEPTH VARIES 2 TYP. VI \ / \ ---DIRECTION OF FLOP! (SEE PLANS) 1� i %. -� . 2 TYP. SCR�y `j �� };\ 000 on000aUU 47 MIN CROSS i r O UOOOOo� ,f PITCH 1 Q G4NAL G4AOE�,l j ;�' �r ✓/,� HATE: 715117 i U oo OD �J/�_) r. D`. /l .�. r '.-7`' �- DRAWN.' TCatl/BL1d ,1,,.• - r � PLAN VIEW lniar>:T�nrsc rani' — ''r:�• .. G" DET'1N OF(€Ts�6" MIN.) �'<VATERIaL PERULAnIDTY LESS THNd CHECK: J�Nld�fEJ RIP RAP STONE •cWPACT IN 6'errs nAx.REUSE Fw'SnNG SIX -ORDINARY GRAVEL BORROW BACKFILL S X,VATERIAL$As A40i En 6`GEOTECK�IICAL EryGlrjLrxl%' MATERIAL THE BACKFILL MATERIAL IS SCALE: See PLAN WATER BAR «�,.,�/.�:;",;../;�<;.,.;::��.�. A 6URAFl k40N FILTER FABRIC TO BE DEPOSITED IN NOT M12"UFT5 UOR No.! 17-029 A DR APPROVED EQUAL SCALE: 14ONE D--2 NOTE: UNDISTURLPFO EARTH AND BE FREE OF LARGE BOULDERS, I. THE DETAIL SHOV.`N IS REPRESENTATIVE OF ORGANIC, AND DELETERIOUS MATERIALS, THAT SHOWN ON THE PLANS. THE CONTRACTOR SHEET TITLE IS?401ED TO GRADE IN ACCOROANCE WITH THE EMERGENCY SPILLWAY PROPOSED CONTOURS AND LIMITS OF WORK S}d01Vf,! ON THE PLAN VIEI'!. DELIYlLil SCALE: NONE 0_2 TYPICAL BASIN BERM SECTION s D-Z SCALE. r:O:lE D-2 ? 3 4 5 I 2 3 4 P ro Terra DESIGN GROUP, LLO �,'_,••� -� TENANT INFORMATION 0 o OVERHANG o 0 4 Say Road Soldong A: SuR°2.00 (�d LIGHT FIXTURE SITE IG: MA3540 Roaiey.IJA 010, 0 -CABLE ENTRY PORT Ir nnx�p -OVERHANG NEW CiNGULAR 5;1RE1E55 PCS, LEG D (LOCATION Al) 11((((']o . s< at&t ("AT&T') -STEEL DOORWAY 80 ® �_ � „;,�;,,. , 550 COCHITUATE ROAD o, 0� d GABLE ENTRY PORT ""'"""� FRA,dINGHAI,,, MA 01701 CONSULTANTS: I ©©©© (LOCATION Bl) '.. DIESEL BACKUP- —1iVAC UNIT GENERATOR WITH BASE TANK POST CAP In- HVAC UNIT. TELGO ENTRY TYP. OF 2 24" GRIP STRUT ICE , . p PWOT£cTIDN a G" TYP. 3 LEVEL ANGLE FRONT ELEVATION LEFT ELEVATION Z W� ICE OftiC7GE KIT PDSTS"'\ SPACED A'-0" MAX. \ BRACKET TRAPEZE w w w w 2 N 5 5 S z a OVERHANG._ CABLE, E ENTRY PORT ,(]oO�{�Q 6" TYP. .8808888. (LOCATION C1) w Di 8 t�D C 000000 ���d�(xx�� I �-LIGHT FIXTURE C N ] �.-CABLE ENTRY PORT GENERATOR t`n (LOCATION 62) £11TRY I `DIES€L BACKUP Oee I GENERATOR WITH ANCHOR N m ,fI o cy meem ELECTRIC-_ eeeg ENTRY I BASF TANK o v a { n n DIESEL BACKUP GENERATOR 4011 HVAC UNIT I J, IF. ,!,1�.,,`;.,' BASE TANK GENERATOR CONCRETE PAD BOX y 1 1 ALTERNATE r I ANCHORIHQ DETAIL :.>,_..• ',�.� .° a o o CONCRETE OOTING 4 o o e a o a �- 24'-0" I u'—s" ICE BRIDGE SCALE; Host: Ga-1 REAR ELEVATION RIGHT ELEVATION X I6'-0" CONCRETE SHELTER" FOR AT&T 551RELESS SERVICES BY CELLXION SHOlSN. VERIFY MAKE AND MODEL WITH CONSTRUCTION Q MANAGER PRIOR TO COMMENCEMENT OF CONSTRUCTION a PIPE-MOUNTED RRH (TYP. EQUIPMENT SHELTER 1 DF 21 TOTAL) AND A2 UNIT ��,� B SCALE. RONE CA_J CA-1 (TYP. OF 6 TOTAL) ON BACK B V7 S1OE OF ANTENNA PIPE. DOUBLE STACKED MAXIMUM. O SECTOR A PIPEREFER TO CURRENT _ ANTF OUNTE.PANEL 0 O a ' ANTENNh TYP. OF ,2 CA-1 -MOUNT PANEL 3 L RFDS FOR RF _} y / s- PERESECT A (12 T TAL) EQUIPA+FNT SPECIFICS _ _ CA-f PIPE-MOUNTED RRH (TYP OF �'1 STA7AP• TOP r3 21 TOTAL) AIJO A2 UNIT (TYP f x 1 _x t��k / 7 e y "."' MOWOPINF CA-1 OF 6 TOTAL) ON BACK SIDE + y r SURGE SUPPRESSOR: O OF ANTENNA PIPE. DOUBLE 23.5"H x 0.7"/15.5" x STACKED MAXIMI,i. �. 'l 1Y 1> b - 16.2" x 6.6'D ' PIPE--MOUNTED SURGE CA--1 SUPPRESSOR, TYP. OF 4 O ; Y; 3 PIPE-MOUNTED SURGE CA-J SUPPRESSOR, TYP, OF 4 � _ a SECTOR G ER : 3; FRONT ,illlf. AT&7 APPROVED MONOPINE je.. DUAL LEVEL ULTRA LOWDA lE: 7/5/17 REMOTE RADIO HEAD: PROFILE RID0F0 T-ARM PANE,. ANTENNA: f FRAME PAINTED TO MATCH ARAYN: TRD/BEAT ,9.7"H x 17"W x 7.2"0 GPS ANTENNA: r O MONOP€NE CHECK: JU1d/IEJ 72"H x 14.8"Yi x 9"D 20.4"H x 185 W x 7.5"D 5"H x 3.2"U hdUNOPINE r " Q \ SECTOR 8 92.4"H x 14.6"W x 7.4"0 26.7"H x 12.1`1,11 x 6.7"D Y` SCALE: SEE PLAN A MAXIMUM MAXIMUM 7AT&T APPROVED MONOPINE DUAL LEVEL O A JOB NO.; I7-029 ULTRA LOW PROFILE RIDGED T-ARM A2 UNJ(NOT SHO%%N) FRAME PAINTED TO MATCH MONOPINE 12.8"H x 14.7"44 x 3.2`1) ANTENNA EQUIPMENT ANTENNA ELEVATION ^. ) ANTENNA PLAN 5 TENANT � SCALE: RQ;E CA_1 SLALE: I:ONC �AJ SEAL[: NONEQA-1 DETAILS CA-1 I 2 3 4 5 i I I ? 3 4 5 ProTerra --(P)BATiERY� DESIGN GROUP, LLf3 CABINET CA-4 (P)HYBRID sTARE Hq�X (P) 1 xOAVERIZON TENANT INFORMATION -(P) EQUIPA.ENT I A Boy Rood (P) HYBRID CABLES CABINET CA— e„ad.�y A; S.Ita 2aa ACROSS(P) ICE BRIDGE - - - SITE NAME: N. ANDOVER 7 IAA Hudley,MA 01035 �(P) UNDERGROUND Y UTILITIES, TYP. (413)37tl-491B t CELLCO PARTNERSHIP D (A) 10'+x12't ' (5 \ �erizon 118 LAND N StiROAD 5 p it EOUI'o'NT t?8 FLANDERS ROAD PAU�ANOPY A-4 THIRD FLOOR O,VSUL7AA1T5' Y'ESTBUROUGH, MA 0158) NO C�Pyy� 1 (P) ICE BRIDGE 3,5 (P) GPS ANTENNA 6'. CA-3 ON ICE BRIDGE POST �- / (P) DIESEL POIiERED GENERATOR (SIZE T60) fr ON CONCRETE PAD CA-4 (P} NEA?A RATED MAINTAIN 3' CLEAR /t _,, 3 OUTDOOR LOAD CENTER PER NEC. TYP. Q Cq-q WITH AUTOMATIC CONCRETE PAD e 3 TRANSFER 5541TCH 1 I REMOTE RADIO HEAR w w w g rn s 5 5 5 z a s s 40"Hi x 20••W# x 10"D# w w w w o w w w � 10.5' (CONCRETE PAD) (lJAk) JUNCTION BOX 151TN / SURGE SUPPRESSOR rc rc rc rc rc rc� O b b b b tl Z Z 10.5 20"H3 x 16"4'1- x 12"Ot __ _ -- — _ 1�.,�_____ �.... ................ (LEASE) a w w (IAAX) e7r w� � (P) WELD NIGHT FALCON FLOOD E F C UGHT (COOPER UG?TING P/N J - NFFL0-A25-E-UNV--66-S-BK) /s 1/3 \� i/3 L/3 Ua•p a E_n`�'�r. h MOUNTED TO CANOPY POST WTH TRUNION MOUNT, TYP. OF 2 q .-7 dNh r�OO z 7Q fA GROUND EQUIPMENT GPS ANTENNA: (P) JUNCTION BOX OR TELCO N CAflINET(HOFF2AAN OR EQUAL) LAYOUT PLAN } PANEL ANTENNA: 7.5"Ht x 4.4"SYt x 3.$"Dt +� ® PEDESTAL MOUNTED TO SCALEr I"-S 22.34) CA--2 96"Ht x 2i`11t x 7.5"Df {MAX) a CONCRETE PAD, COORD. SIZE, I•_0'�I rr17) (MAX) NUMBER, AND LOCATION WITH CM S L5 ANTENNA EQUIPMENT 3 SCALE: I!0!:E � I-,'- wO5i CAP cA-2 �y 12" GRIP STRUT ICE 3 RRH, TYP. OF 4 PER �� PAOTECEON e ci SECTOR (12 TOTAL C/j CA-3 ) SECTOR A � ATSf� / VERIZOtT APPROVED LTRA L DiJAi LEVEL ULTRA 0W5Y PROFILE RIDGED T--ARA4 FRAME Ap PAiNTEO TO MATCH IADNOPINE �i e n Ill (P) IONDPINE e 0y 10E BRIDGE KIT POSTS--- J LEVEL ANGLE Q _�- SPACER $'--0" MAX. BRACKET TRAPEZE n � z PIPE—MOUNTED J(JNCRGN — H.r"+•\,C3 UA-3 BOX S51TW SURGE O SUPPRESSOR, TYP. OF 2 ANCHOR- r+r+crr� PANEL ANTENNA, 3 +. r - �•i,ir�ri ;':�»;�.:; yy 1� _ TYP. OF 4 PER • '�1�%; %:i�`•i%i;%:)v fbh� SECTOR G O SECTOR (12 TOTAL) CA-3 CONCRETE PAU'� ALTERNATE VERiZUN APPROVED DUAL �� AIkCHORINO DETAIL LEVEL ULTRA LOW PROFILE DATE: 7/5/i7 \ RIDGED T-ARM FRAME CA-3 CONCRETE- FOOTING DRAYYV: T[iD/BUd SECTOR B GHEC.K: 0,41/TEJ SCALE; SEE PLAN A A JOU NO.: )7--029 SECTOR FRAME ISOMETRIC 4 ICE BRIDGE 5 7HFFr nnF• EQUIPMENT SIZE AND ® TOWER EQUIPMENT PLAN 2 �'�E' R01E CA--2 SCALE: UD�tiE CA-2 7"ENAM NUMBER SHALL BE SCALE: DETAILS ti'[7 CONFIRMED WITH FINAL 4'=6'S11x17) % DE A L RF DESIGN. 1.6 CA-2 2 3 4 5 I 2 3 9 5 Pr Terra VERIFY WITH CONSTRUCTION MANAGER --� ����l DESIGN GROUP, LLC PRIOR TO INSTALLATION OF CABINETS IF 32.1" I 32.3" TENANT INFORMATION 32 "-32" OPTIONAL CABINET PLINTH REDBASESF AND TOPHATS HAVE 6EEN ORDERED FOR USE IN LIEU OF OR IN ADD17€0N TO THE O O 4 Bay Rood PROPOSED STEEL CABINET SKID. �.�odslluM a o SITE NAVE: N. ANDOVER 7 MA Hodley,UA 01035 D dLu VERfZON WIRELESS CELLCO PARTNERSHIP {413�320-4918 �erizon ° Oo O I IS FLANDERS ROAD mo THIRD FLOOR 00 ONO W'ESTBUROUGH, MA 01581 f-ShVSIILTAt1TS: O O Q (8) KNOCKOUTS rj ILJT� (BOTH SINES) IIL�rilj FRONT IIJ 01 h (0) o a Z Z E wwww �I,y OQ wwww ow SS K f1'rc!C ND-�K KNOCKOUTS (BOTH SIDES) 0HOLE,HOUNITITyp. D ,O O a d O O W a O Q a 4 O in zz wa]�oa8�� C IAOUNTING O o U O O HOLE, TYP. C rc !i W f n n 1- NCON�N�ON 1/2"0 GR.S BOLTS (LENGTH PER BOTTOM p d A VI f�'0 0 1/2"o GR.5 80LTS (LENGTH PER ENCLOSURE MANUFACTURER), TYP. ENCLOSURE MANUFACTURER), TYP. FRONT RIGHT SIDE Hollom FRONT SIDE RIGHT SIDE POWER & EQUIPMENT CABINET I BATTERY CABINET 19 SCALE I:O%A CA-3 SCALE: I:ovE - CA-3 wS� o EQUIPMENT PAD SLOPE ROOF DECKING TO DRAIN y DIRECTIOTOWARDN PER3METER ND S 0R IN y A VERIZOIJ DIESEL GENSET CANOPY DIRECTION OF COMPOUND SURFACE fL0Y1 VERIZON APPROVED 151 TH DOUBLE WALL BASE w MEA OUTDOOR TANK IN SOUND ENCLOSURE RATED ILED ILC �m CROSS MEMBER a � STAMP., (�) NOTE: FINAL ILC MODEL TO BE DETERMINED AND MATCHED Yd TH FINAL 1 CONFIGURATION OF POWER PHASE. TJ 0 WEATHER COVER DATE: 7/5/17 MODEL AA300G-31i ILC SERIES CONCRETE PAD- BRACE DRAV N: TBO/13Lb! MANUFACTURER INTERSECT, INC. (�) SIZE (IN.) 53"Hx38"WK12.25"D ANCHOR, TYP. OF 4 CHECK: J.1d4/TEJ PER POST SCALE: SEE PLAN A A JOR NO.: 17-029 INTEGRATED LOAD EQUIPMENT PAD WEATHERlL F CENTER (ILC) CABINET 3 OUTDOOR DIESEL GENSET 5 CANOPY ISOMETRIC �1 TENANT SCALE, NONE CA--3 SCALE: NONE CA_5 J SCALE: NONE DETAILS Cp-3 CA-3 f 2 3 4 5 3 I } 2 3 4 EROSION CONTROL NOTES Pr Terra LLUIAR TELECOMMUNICATIONSE FACILITYT PROPOSES To TRUCT A A FENCED DESIGN I G N GROUP,O U , L L 1 Cl p E • t.� _ - -- COMPEASEOUND AND UTILITY WORK WITHIN A LEASE AREA AN 3 (P) FROS€ON CONTROL" - __. - - _ -. - 4 Boy Rood ALONG DOWNHILL SIDE OF l _ - - - 2. TEMPORARYf SILT FENCE EROSION CONTROL BARRIER R-11W1 A; S,;te 2DD TRAIT OF W09K / - - SHALL BE MAINTAINED THROUGHOUT SITE CONSTRUCTION, H.J16f,V.A 01035 '(( • " STOCK F ON SITE 10 FT. SILT FENCE FOR (a13)s20-a919 EMERGENCY U5E, TFIZPORARY EROSION BARRIERS SHALL REMAIN IN PLACE UNTIL PERMANENT VEGETATIVE GROUND D D •' / - -- - _ COVER IS ESTABLISHED \ ( •i-� "/ l�• "/ '_ (PS R DEWATERING BASIN ..... (q EOUIRED) - - 3, THE CONTRACTOR SHALL CHIP ALL BRUSH AND SLASH CO3'JSl11TANi5: CUTTINGS ON SITE AND STOCKPILE THE CHIPS TO BE USED ON ALL UNSTABLE, DISTURBED AREAS DURING (P) 3.996 ST FENCED COMPOUND I C04STRUCTION AS TLLSPORARY STABILIZATION MULCH. NO �'• , - �i� `!�- �- ` ` '/ �; AND 110' TALL MONOPINE/115' HORNING WILL BE ALLOWED ON SITE. HIGHEST APPURTENANCE VA THIN A_3 (P) STORMWATER. \,j i >�I l / _ --- --4,900 SF_LEASE AREA 4• TEMPORARY STABILIZATION MUST BE PROVIDED TO ANY INFILTRATION BASIN' DISTURBED EARTH THAT IS OPENED UP IN ANY ONE LOCATION FOR MORE THAN 14 DAYS. CHIPS FROM LAND CLEARING, EROSION CONTROL BLANKETS. OR FAST 6 (P) V7ATER BAR ,/ _.� i �! / i j �. , GROWING RYE GRASSES MAY BE USED OR TEMPORARY D6 � 100' SPACING - _ STABILIZATION AS REQUIRED. �, 4 YTDE I / 5. STmPPE0 TOPSOIL SHALL BE STOCKPILED AND PROTECTED I C /� + / STONE-LINED 1VITH STRAW MULCH. ALL STOCKPILES SHALL HAVE AN St`iALE i / )l -. APPROVED SILTATION BARRIER TOTALLY SURROUNDING THE I PILE. THE PILE SHALL DE IN AN APPROVED UPLAND AREA -`Tj% { A MINIMUM OF TV,£NTY--FIVE FEET FROM ALL RESOURCE W AREAS. w33L��ww 1 ( /?� , f�\� !� S S {P) TREE 6. THE PHASING AND SEQUENCING OF THE WORK FOR THE 5 5 z a:( ) s s r,` E BARN! / i 7 } + I I \ LINE, TYP. SITE PREPARATION FOR THE TELECOMMUNICATIONS w w w w o w EQUIPMENT INSTALLATION CONSISTS OF INSTAWNG a a _ _ aarcao:o: 1 _ - ,}v / TEMPORARY EROSION AND SEb1MENTAT104 CONTROL N o 0 0 0 o Z Z I �" I \ , ( _ BARRIERS; CLEARING AND ROUGH GRADING AS NEEDED; o u-"" �`w FOUNDATION! WORK; EXCAVATION FOR UTILITIES; BACK FILL N w Li ! .:�,•: ! r _ i t. I �'ri <,. tir_ �i FOUNDATIONS AND UTILITY TRENCHES; FENCED COMPOUND CONSTRUCTION; INSTALLATION OF MONOPINE AND GRDUND C EQUIPMENT, GROUNDING AND L2GHTNINO PROTECTION; EQUIPMENT TESTING; FINAL GRADING AND STABILIZATION C,_ _ _ •\ ', ;! t t ( I ti t \� OF'DISTURBED AREAS- LOAM AND SEED DISTURBED AREAS OF THE WORK IS APPROXIMATELY 0 100' SPACING \., r 1 S { 1 OUTSIDE C061POUN0; FINAL CLEANUP. THE ESTIMATED TI41E FOR C.OSIPLERON ` 'Y�r { TWENTY(20) REF7(S, GRAVEL 7. THE COMPOUND ENCLOSURE IS SURFACED V;T7i CRUSHED D-1 A-2 DRIVEWAY STONE UNDERLAIN BY A WEED-BLOCK SYNTHETIC FILTER ' �r ti.. ,`\,'•\r} ( - '�? lay FABRIC. DRAINAGE PATTERNS, RUNOFF VOLUMES AND PEAK FLOW!RATES VA L NOT BE ALTERED BY THE TEMPORARY \. ;rt - w ACCESS EASEMENT1(1 !L. \'\ --i\ 8 PROPOSED CONSTRUCTION. 6 j 1 CONSTRUCTION � - -- . ALL DISTURBED AREAS OUTSIDE THE LIVITS OF THE �J !; I l FENCED COMPOUND SHALL BE PERMANENTLY ESTABLISHEO � S \ -.:/ , 1 .-• •,�.;1�1 r:- 1 .� :�' WITH A NATIVE VEGETATIVE GROUND COVER AT THE CONCLUSION OF CONSTRUCTION. GRADED AREAS SHALL 13E S70RI,IWATER PROTECTED WITH STRAW MULCH UNTIL A GOOD BASIN VEGETATIVE COVER IS ESTABLISHED. 9. THE TOTAL EIAPACT AREA OF THE MSTURBED 5555WWWW»�> 1 f ' .. \ I,i; 1. ) 1 �i - .� r�• _ ''- --- `i _ .( / / /M1 CONSTRUCTION SITE IS BOUNDED BY THE "LIMIT OF WORK" AS SHORRt HEREON, THE MAXIMUM AREA OF DISTURBANCE _ _-_ _ /(, N THE LI:9T OF WORK IS APPROXIMATELY 32,730 „t ��_ (E) 7f2EE �i' SQUARE iEET. THE PRDJECT IIdPACT ARIA IS BELOW THE 1 -� � LINE, TYP. EXEMPTION THRESHOLD OF 43,560 SQUARE FEET IN 40 .may )\p1 FR PARTS 9 22-124 AND THEREFORE IS NOT SUBJECT "' `•`�i ` , 7 \' ! �' 1 `�� 14 (P) Ul N ERG#2QUND --.. - _ -_ TO REGULATIONUNDER THE EPA NPDES GENERAL 1 -;1 _ ! UTILITIES "r �! _ CONSTRUCTION PERMIT PROGRAM 13 (p) CONSTRUCTION ( ,\ \`} (' �, 1 ( 1 I -1°O 10. THE PROJECT OWNER'S GENERAL CONTRACTOR SHALL g \ 'p1 CONDUCT ALL SITE DEVELOPMENT WORK IN A MANNER L ENTRANCE. REIAUVE AND ` ! r,- _ - _j I 1,- THAT DOES NOT EXCEED THE LIMITS OF WORK SHOWN ON i ADD BIT. CONC. APRON :. , } �. - - - - }! D 11 \ �(/ - ' THE PLANS. ADDITIONALLY, THE PROJECT OWNER'S AFTER CCNCLUSIOFI OF 1 .-' ' f'' \ \ 1 - a �4 CON STRUCTI�N ( -, r•\\, r� ` - \ + ` GENERAL CONTRACTOR SHALL CONDUCT ALL T DOES Q RESULT CONSTRUCTION THAT IN STORM PATER DISCHARGES WITH AN ADVERSE IMPACT ON ANY RESOURCE AREAS OR DOWNSTREAM STAmfl: (P) TEMPORARY PROPERTIES. CONSTRUCTION :,iC' I c; SHALL REMOVE ACCESS EASEMENT i, ,. �., --' --- -1 ___-. - -- !is, - � •r5 & C> -""- -��`'- r' 1 UPON COMPLETION OF THE PROJECT, THE CONTRACTOR I . dOVE ALL ACCUMULATED SILT FROM BEHIND // SILTATION 13ARRIEIZS AND DISPOSE OF SILT EVENLY IN --_ �_ -'_- - __---� -- -- Fos-ER STREET ` UPLAND AREAS. REMOVE ALL EROSION CONTROL DEVICES EROSION WHEN A GOOD VEGETATIVE COVER IS ESTABLISHED. } 1 CONTROL,PLAN qW SCAW--1'-20'(2204) EC-1 1`a40'(I1x17) 50' LONG, 12' VADE, 8"-12" THICK I # (F) GARAGE) LAYER OF 1" TO 2-1/2" COARSE I ,�-.! (E) PIT. CONC. � 20 10 40 40 AGGREGATE OVER GEOTEXTILE .L_ RAT£: 7/6/17 FILTER FABRIC '\„ DRIVEWA� nRAuW: ieD/RLsa CHECK: J!.2M/FEJ 1. AGGREGATE CONSTRUCTION -� '�_,,1'''< ENTRANCE SHALL BE INSTALLED -{ � -.}�. A SCALE: SEE PLAN A PRIOR TO COMMENCEMENT OF -� - EARTH MOVING OPERATIONS ` _ r�-'��, - JOfi NO.: 17-029 2. CONSTRUCTION ENTRANCE TO BE (P) 12' WIDE MAINTAINED UNTIL REMOVED. GRAVEL DRIVEWAY {�\�1( 1 SMELT TITLE: EROSION CONSTRUCTION ENTRANCE 2 CONTROL PLAN SCALE: KONE EC-i EC-1 } 2 3 4 5