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HomeMy WebLinkAboutTechnical Review Committee Meeting Form - 1801 Turnpike Street Osgood Landing,Town of North Andover,1600 Osgood Street---Bldg.20,Suite 2-36, North Andover,MA a 1845 Phone:978-688-9535 Fax 978-688-9542 mippolito(c1towpof horthandover.com Planning Department Technical Review Committee Meeting(information form). Please submit this information to.the North Andover Planning Department c/o Mary Ippolito no later than the Wednesday preceding the scheduled'technical Review Committee Meeting. Applicant will confirm with Ms Ippolito the date and time of the meeting on Wednesday prior to the actual TXC meeting date. It is important that either the applicant or the applicant's representative attend the TRG meeting. Please type or print clearly. I.APP licant: ftAeez/-A. 0 2.A.pplicant's Address: $ Y�� t 3.Applicant's phone number 9 f7 9- 4A7 -7 C> 4. ddress of proposed location: Su+4 i.l( "t e�- I o 7 4,-P e k 9 tre e � 5.Zoning District of proposed location: a -t e aq V J 6.bquare F ocitage of proposed pr oje. ' - t 7. umber of employees r jt S 8.Hours of operation 2.4 ra� e- a&. -f -e o 9.Parldng requirements ` C-1 fy 10.Is there food preparation required? 7 here t.t o I k t 4 I l.Description of project: I/4-;J 4 % If you are proposing to open a business in an existing location please submit a copy of a site plan(you can obtain this from the landlord). It is not the intention of the Planning Department to have the applicant incur Architectural or Engineering expenses for submittal of a plan of land. Mildesktop/TRCfoam REVISIONS \ NO. DATE DESIGN CHECKED 3 t , bordering , bordering r` ' vegetate wetlands d {�'f r vegetated wetlands f.. j t FIEL E7 EtY, BI3/JS 7/09/10 fAL 1 DESIGNED 8Y: ucrt 7f12f10 _,/,' [� DRAt'Yl�f BY' 50H 8/25/10 _ N81t 40� 52143530'E / _ 0 3f�.31 -=> -85 ` '1y8t'09 � 4 3S CHECKED NGtI 8 27 j[{1 w. V h qq 3g 31 r r 85.2©' Gj— U. borrovi pit __ vo _v^ ," - \,.._.\ \ ,`u-v, "S vi9 #arrow pit xar \ �.. not on ILSF c; a not on iLSF� �O• ��/ `- relocate �'` teeettne t exi5t€n9 - -, \ ` \, � �� �pi-opased •' `�i tujhtpole lhl \ o tie ".= p aposed g ppte ` relaated - 3e art ing to here zt 13 4 ` ` proposed rrs etdc �� €amp' dumpster area oleo is nt; a exisftng \ k 4 .b ere eicdtric A t n \ � b4x td tie detoCf7ted' ~ - ` 30.27. relocate electr c box proposed building ~ additi©n existingas exlsting y �- b0din ` �m.' building end of field survey ' exsatirtg > end of field survey cxisttng 9g�y x � building .,fig.S� truHding �4.E` existing p, R2, propane tanks t i' 4t�rYj �q�/4 i,�/ _ - end of field survey n+�j end of field suxvey Iry 2� °`•, 'v t i�1 J a J 1r v-_ 10_�" existing paved o, g areas and,. existing paved `e m � parking areas and } a ponc'rtefe walkways concrete walkways tram 2008 away from 2©08 30dm i color ortho Imagery t color artho imagery Vo as °o SZ v,' p- y0a Oa ;y �'w LAND PLANNING, INC. t t Civil Engineers =Fond Surveyors Environmental Consultants M and fgtound utility locations ahawn are twsed an RELUN HAM field evidence and records provided to land planning. tnr.. These locations should be constdels<l Plan t`n 167 HARTFORD AVE.€72019 opproximate-Other unities may exist whkh are not evident or for which retard infam3otian as not fqund. the contractor must contact opt utility companies and for 'dig sofa before excavation begins.we assume na y responsibility for damages incurred as d result of Z GRAF tON utilities omitted or inaccurate€y shown- c rn Site Redevelopment 214 WORC STER Sri.01536 W 10� Located At 508-839--9528 1801 Turnpike Street xartsvrt Existing Conditions Plan Parking Pan North Andover,MA 111��81�2s94�i������ Owned by _- GRAPHIC SCALE 4 GRAPHIC SCALD n Genesis Health Ventures,Inc. HOLDP.O.BOX 64 01520 as a se ae rao w a se so m vao 200 Brickstone Square 608-829-3006 Andover,MA 01810 DATE SHEET NO. c 1N s Di FM Scale.1"=40' Aug 27,2010 i inch 40 ft. 1 lseah 40 R ,JAB Nil, 1 of 2 REASIONS NO. DATE OESIGN CHECKED T("Bit.coric.finish course APPLY TACK COAT OF RS-1 2^ 2^ li I EMULSiON TO SURFACE OF 2?Sit.cone-binder course EXISTING PAVEMENT PRIOR TO 12'Gravel bose THE PLACEMENT OF THE NEW FINISH GROUND BITUMINOUS CONCRETE CURB • 3 (Mf.p3.t Specification) d 4 6" R1" EDGE OF bordering ` 5 FPAVEMENT vegetated f V, i PAVEMENT SURFACE wetlands f r T y ii F E, I EXISTING Gft � � •' �' DESIGNED 8! K I EttASE a count+ t - DRAM BY: OtiND sTAsraum c i.D.u.H. � (U!FRAROH L la, muw reAue ro BE ser a A!aEn ae uacrAs CHECKED BY: _ _. - _ — - ADxST TO GRADE MTH A iM.OF 3 BRd(af _ ✓..j ��\ - COtOMM,$EA,ENUK CASMG Le clerk"YATH �/- CEUENT MASDWY;AlIX51TIM BRKKS HDT TO .. , Sub rags PAVEMENT STRUCTURE ��•opagkG is#eslcHr g CtlkE Fared End 8tTlIMiN©U5 CONCRETE PAVING DETAIL �tsarromt pit � Cross Section ,°r in fAanhalc� BITUMINOUS CONCRETE CURB DETAIL `` _ r not on ILSF c� (not to scale) t infilf`rrite n '� (not to scale) PAVEMENT RISER STEPS '"�-„_ 1 (VARIES 13"4#d CENTER J relaaa °- -� £-1104 FEED CONNECTOR LOCATED AT - Itghtp9le \ THE BEGINiNG AND END SECTI6N5 0£ \ \ _ (60"�a DiAH-f) - -- here EACH ROW OF C14AMBERS Storm�eepior cotch basin 3-: r\i PIPE OPENINGS TO BE PRECAST IN RISER SECTIONmark /! drill hole in o k ,.�'•'`�.„� ,,Tv�,.��,, \x ._-,- -_. PAVEMENT SUB-BASE - - -. S• eiev=1t39.8`t k@riCtf rtZaTk'.,� � FLOOR OF STRUCTURE TO BE t drill hate to.r`ack I E^ bench mark k BASE HEADERS LAID FLAT drill hale in rock %elc5cake 4j� exi 24 17 9S%COMPACTED FILL - °� \ (VARIES elev 113.45 b here o..v `p HR€CK CHIPS AND MORTAR e , ` ' t d Oz.NON-s YEN FILTER FABRIC -q:t: OR CEMENT CONCRETE t ' f AROUND STONE ' r t INVERTED ARCH WITH BRICKS ` rC d PROVIDE"V"OPENINGS IS - „t,At0 ON EDGE CuLTEC RECHARGER Vatip :MS EEr4EI}° proposed building GRAVEL OR HEAVY-DUtY CHAMBER per+- ORUSE{ED addition - 4, STONE - S �i - 1-2 INCH WASHED CRUSt+EQ � - - r STONE BENEATH AND PRECAST CONCRETE MANHOLE RETAIL AROUND CHAMBER BED � C�.. "!sting (not to scale) building HVL.V v8 STARTER CHAMBER end of field survey _ .� buiding �rJ CULTEC NO.20L POL''ETHYLENE LINER ABOVE STONE BASE AND BENEATH HVLV CHAMBERS ( ( FLARED END SECTION _I _ Infiltration System -- Phan View i' i end of field survey Not to Scale - - TOE C€SLOPE i 1 The infiltration system shall consist of ( I ("CAL)a4E RIP-NAP 12 rows of 18 Rechorger V8 i units with i an HVLV V8 S begining unit end an _ T_.2-* ! i HVLV V8 E end unit.All rows to be 1 connected with FtlOx2 Feed Connectors BIDIRECTIONAL GEOGMD REINFORCEMENT at the begining and end of raw UnitB_ ra BE LOCATED 6"BELOW PAVEMENT - OBSERVATION RISER CULTEC Fiiax2 FEED CONNECTOR LEGARON L829—OW A ,_ A LOCATED AT BOTH ENDS OF 95%LOLIPACTEO FILL (SEE SITE PLAN FOR LOCATIONS) - RECHARGER V8{HAEsy}ER ROWS PAVEMENT a"PVC 4 02.NON-WOVEN FILTER FABRIC � 2_3 � 2:1 HEAVY-DUTY CHAMBERS AROUND STONE ;�, 17 ^S existing paved I i _ -�i2- n reas arid contra eewakways 18"Mtn.. _ from 2008 30cm S' color oriho imagery ' j( i. •�/\. k inlet side:15"inn=+1.43 - 34"(whet side:i2'Irt+r�tS.4i -•i % f - I +0.5r1 b kfiN. VARIES It PLAN V{Ew _ CULTEC NO.20L TY 54" 6O M IETHYLEHE LINER € cEN6RA4 HorEa LOCATED UNDER END CHANNEL RECHARC,ER VEND BY CULTEC.INC.OF BROOKFIEt-D.Or- UNITS ONLY STORAGE PROVIKO-i3-03 CF/F"f PER DESIGN UNIT. REFER TO CULTEC.INC-'S CURRENT RECOMMENDED INSTALLA110N GUIDELINES. USE RECHAROER VSHO HEAVY DUTY FOR TRAFFIC ANO/m H2O APPLICATIONS. �'>.t 2 - .�.^.3 L'ancreta Pipe Olvisivn $, I i &SfEO Infiltration System — Section View sTc rtcal «r° _$-MIN,DEPTH DID TOR IE tie US. cnC4aaspyl Not to Scale 4`DIA,MIN.ROCK SIZE s �T��T� (SEC SPCSTI'ICATIaNSI LAND PLANNING, INC. INFILTRATION SYS1W nLL SPECIFICATION&- "„�• � ns REQUIRAPE ED s��• &ter; F, DIMENSION TABLE: VARIES Civil Engineers •Land Surveyors Fitt material required beneath the infiltration system shalt P A CHANNEL WIDTH E y consist of select on-sits or imported sop material.The fits snail �._ - Envilronmental Consultants be comprised of clean granular sand,tea free from organic � _ L , - SECTION A---A matter and deleterious substances,and shall not contain rn - 'wrsr� - All underground utility t totims aho"are based an Remadlation Warta as ttat term is defined In 314 CiAR 40.00001 w $E`+,i.T,T1vTj Mixtures and layers of different classes of soil shalt not be 33 �s� P+ - rid eTheme and recor�s id be en to eyed wann;nq. inc..These Iacationa shpuld 4a considered used.The 01 shall not contain:any material larger than two +�r FLARED END EROSION PROTECTION DETAIL approxlmatc other Mil€this may exist which ore not Site Plan 167 HAR'1FORD AVE.t12019 inches.A sieve analysis,using a#4 slave,shall be performed an rt _ { g,s lj air evident at for Which record information was not found. a representative sample of the fpt,Up to 45°�by weight of the t I =aa (not to scale) the contractor mast contxt ail utaity compontes dnd for SOS 988 4I�€� f81 Sample may be retained an ttt9 4 BI@ve.Sieve analyses alffia i ! mess "dig sate"before exeavotiao begins we ores me no shod m performed bd sent the fraction of the fll sample asses ! � i respons�aaty tar damages doomed as a result as R y FryON P R R IS ii inks amiited a inaccvrotNy shown. Site si[Eld'1VSV the#4 sieve,such analyses must demonstrate that the material i ,c �✓sRedevelopment214 WCRCES,ER ST.01536 meets each of the fallowing spectficatlons: �. SIEVE -839-9526 608 Located At lz£ TICLE lSI a THAT f4tIST _._6r �j �, 1801 Turnpike Street HANSON PARTICLE SIZE PASS SIEVE `l". _ #so 0.30 Trim tux-100% € Drainage Plan North Andover,MA lui;>��r s��t)2341 #1M 0.15 mm O%-20°% - - #200 0.075 Trim 0%-sz Owned by Tea-�9�-�144 An fill required to lace unsultoble or impermeable sails,the �at ar�u t �a�' GRAPHIC SCALE ������[����[� y���re�l Inc. HOLDEN y eqR R imassxisiwxr: m�nmexrc excavation of the unsuitable material shall extend a minimum s��,rsffs„�;,��,r;�.a��r�.;�.�n.t�=,�tu� P.O.$jj}j g44. 01520 of five feet laterallyIn all directions beyond the outer ovnl.ezn.s�xls.ss.rsrr,aanv- yn .r irtQr� .l. aw mh:: Sze ro a m eo to afl 200 Srickstone Square 608-829-3008 perimeter of the infiltration system to the depth of naturally occurring pervious material,and replaced with suitable fill Andover,MA 01810 material. STORMCEPTOR DETAIL RATE SHEET NO. (scot to scale) t Ta 4 Scale:V=40' Aug 27,2010 Details fitah a tt Boa -^-- Tao. 2 9f 2