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HomeMy WebLinkAboutDecision - 1003 OSGOOD STREET 7/13/2011 Btu JL2545 P��dfr3 07-13-2011 Q 03 a 422 ABOYE POW REGrST70FDEEPS VSE(ONLY COVER SHEET. THIS IS TIME FIRST PAGE OF T'HI*S DOCUMENT. � 1 GRANTEE A O SS OF J?R RTY /TOWN !Y- PC QF CSC! UMENT AMC ASSIGNAIMT -DEED TXFE t -MORTGAGE NOncE TYPE DISC LkRGE _- SUBORDINATION ®AnIDAVrr CERT TI'PE DEC OF I OMYSTFAD UCC • � TYPE „_DEC OF TRUST �r� F ESCR]BE ESSEX NORTH REGISTRY OF DEEDS Robert A Kelley, Register 354 Merrimack St. Suite 304 Lawrence, MA 01845 (978) 583.2745 wvww.lawrencedeeds.com Ek 12545 Pg344 #15935 Town of North Andover p��Q��WHf��-� , �t. Office o.£the Planning Department Conwiunity Development and Services Division ,r f i.l,: 1600 Osgood Street �,`r „;I North Andover,Massachusetts 0tt345 �S`AC;;! NOTICE OF DECISION Any appeal shall be filed within(20)days after the date of Ailing this notice in the office of the Town Clerk. Date: March 1,2811 Date of hearings:July 20,20x0,Oct.5, 2010,Nov 16,2010,February. 15,2011, March 1,2011 Date of'Decision: March 1,2011 Fetltion oft Osgood Properties LLC,John Grasso,Managor 865 Turnpike Street,North Andover,MA 01845 Premises Affected: 1003 Osgood Street,North Andover,MA.01845,whwn the Business Two W2) Zoning District,Assessors Map 35,Lot 50. Referring to the above petition for a Watershed Special Permit f om the requirements of the North Andover Zoning Bylaw,Section 4.136. So as to allow: to allow the construction of 19,300 sq. ft. reWYoffieehestaurant complex, including the renovation of an eKisdng barn, with 70 total parking spa , drainage system network, c donsive grading and landscape work within the Business Two (B-2) Zoning District and the Watershed Protection District. .. . After a public hearing given on the above date, the Planning Board voted to APPROVE a Watorshed Special Permit for the Watershed Protection District, based upon the follovAng conditions: -� f/Wxv� fanning hoard ohn Simons,Ch ' Richard Rowan Timothy SAW -MIA is to A+em w of deMuleton�tlted Courtney LaVolpicelo 4 �p ,an r t.rr '�++11 Michael Colantoni wtttrootn�Or�rdefvw Tom Clark ^A'1T I%,, T bierk Bic 12545 Pg345 #15935 1003 Osgood Street,Map 35 Lot 50 Watershed Spacial Permit The Planning Board herein approves the Watershed Special Permit for the construction of 19,300 sq.fl,retail/officetrestaurant complex,including the renovation of an existiung barn,with 70 total parking spaces,drainage system network,extensive grading and landscape work. The site is accessed by a Common Driveway shared with the Great Pond Crossing complex at 1025 Osgood St.,which runs along the eastern propoq line.The building is located on 1003 Osgood Street, . Map 35,Lot 50 in the Business Two(3-2)Zoning District. This Special,Permit was requested by Osgood Properties LLC,John Grasso,Manager,located at 865 Turnpike Street,North Andover,MA 01 845. The application was filed with the Planning Board on June 18,2010 The applicant submitted a complete application,which was noticed and reviewed in accordance with Section 2.30.1,4.136,8.1,8.3, 8,4, 10.3,and 10.31 of the Town of North Andover Zoning Bylaw and MGL C,40A,Sec.9 In accordance wit 4.136 the Planning Board mares the finding that the intmt of the Bylaw,as well as its specific criteria,are met This decision specifically stated by the Planning Board makes the following>iMINGS OF FACT: 1. As a result of discussions with the Planning Board,Planning Staff and outside consultants the applicant has significantly altered the desiga of the complex from that which was originally presented. The resulting proposal limits site disturbance, provides maximum distance from Lake Cochichewiek and provides for the least amount of impact on an environmentally sensitive area, and as provided under section 3.136 (4)(6), the planning Board has determined that there will not be any significant degradation of the quality and quantity of water in or entering Lake Cocbichewick 2. The site drainage system and storm water management design are designed in accordance with the Town Bylaw requirements and Best Management Engineering and Practices,and the most recent version of the MA. DEP Stormwater Handbook, and has been reviewed by the outside consulting engineer, Lisa Eggleston. The applicant altered the original drainage design to provide for maximum stormwater infiltration and has provided adequate safeguards to mitigate pollutants from entering the Lake and the surrounding area. See letters from L, Eggleston dated August 5, 2010, October 5, 2010, xanuary 6, 2011,February 1,2011 and February 9,2011, 3. The project is located within an extremely environnieintal sensitive area and in close praxirriity to Lake Cochichewick, The final design reflects extensivo discussions between the'Town and applimt to ensure rile continued protection of Lake Corhichewick and the safety and welfare of the residents of North Andover; 4. There will be no nuisance or serious hazard to vehicles or pedestrians. The shared access way results in a better overall and cohesive plan that reduces impervious surface, improves internal/external circulation of vehicles and pedestrians, emergency access, eliminates one curb cut on Osgood Street,and provides for a more aesthetically pleasing and cohesive streetscape.for both projects at 1025 Osgood Street and 1003 Osgood Street, 2 Bk 12545 Pg346 #15935 IQ03 Osgood Street,Map 35 Toot 00 Watershed Special Permit 5. The reduction in parking will provide for an efficient use of parking spaces,decreases the need for impervious surfaces and provides for a more environmentally sensitive project design. 6. An Emergency Response Plan that describes steps to be taken by the management of the project in cooperation with the town of North Andover in the case of an environmental emergency has been incoxporated as part of this deolsiom 7. The existing structure is connected to the Town sewer•and water systems. S. A deed restriction will be placed limiting the types of fertilizers that can be used on the site. g. The topography of the site will not be altered substantially. 10.The limit of cluing is restricted to the minimum necessary to construed the proposed addition, Grading and the construction of the parking area are located miftide the 50-foot Ckaswvation No-wild Zone. 1l- Adequate and appropriate facilities will be provided for the proper operation of the proposed use. The project will provide Town water, sewer, and utilities on the property to adequately address the needs of the project and has been reviewed by the.Division of Public Works and the outside consulting engineer,Vanasse Hangen Brustlin,Inc.; M The existing lot conforms to*e minuaaum lot area requirements for a lot within the Business Two(B-2)Zoning District.as shown in Table 2 of the North.Andover Zoning By-laws. 13.As conditioned, the site is an appropriate Iocation for the project use and proposed. structures. 14.The Planning Board also makes a specific finding that the use is in han pony with the ,general purpose and intent of the North Andover Zoning Bylaw, 15.TU sidiAg,materials used,and arcbAc aural style for the retail office building shall conform to the elevations submitted by the applicant Upon reaching the above findings,the Planning Board approves this Special permit based upon the following SPECIAL OONDITIONSt Permit Defter s: i) The"LoonsW'refers to the 138,729 sq.-ft.parcel of land with land fronting on Osgood Street as shown on Assessors Map 35,lot 50,and also known as 1003 Osgood Street, North Andover,Massachusetts. ii) Tire"Plans"refer to the plans prepared by MHF Design Consultants'dated June 17, 2010,revised September 22,2010,December S,2010,Jaaumy 17,2011,February 3, 3 13k 12545 Pg347 #15935 1003 Osgood Street,Map 35 Lot SO Watershed Special Permit 2011,and February 19,2011 entitled"Proposed Site Development Plans for Map 35 Lot 50,1003 Osgood Street,North Andover,Massachusetts 01845"and consisting of sheets I through 13. iii)The"Project"or"1003 Osgood Street"refers to the development of 14,300 square feet of retaillefficeftestaurant space,70 parking spaces and associated grading and extensive landscaping work,' The project includes the approval of a common driveway for 1003 Osgood Street,Map 35,Lot 50 and 1025 Osgood Street,Map 35, Lot 20 and depicted on Sheet 3 of the Plans. The driveway provides a shared access road to both properties. iv)The"Applicant"refers to Osgood Properties LLC,the applicant for the Special Permits. v) The"Project Own&'refers to the person or entity bolding the fee interest to the title to the Locus from time to time,which can include but is not limited to the applicant, developer,and owner. 1. The Town Planner shall approve any changes made to these plans. Any changes deemed subsWWal by the Tovm Planner would require a Public Hearing and modification,to the Special Permit b�the Planning Board, This Watershed Special Permit may only be used in conjunction with the Special Permit for Common Driveway, Site Plan ReviT and F"'ing� for these same premises approved March 1,2011. >9 2. Prior to issuance of a building permit: i(l a) A performance guarantee bond ofAlwoo thousand dollars($5,000.40)made.'Zip the�owit of North Andover must be posted to insure that the consiructiont,erosion coiit_I;'measure M and performance of any otWr condition contained herein will tape piaqd'.iti aCconian � with the and the conditions of this decision and to ensure that the as-built plansll b) Three (3) copies of the signed, recorded plains must be delivered to the Planning Department. c). Ono certified copy of the recorded decision must be submitted to the Planning Department. d) All erosion control measures as shown on the plan must be in place apd reviewed by the Town Plannex and Conservation Department. Weekly inspections of aV erosion control measum will be completed by the designated independent Emvironnnnerntal Monitor and incorporated into the weekly reports as part of Special Condition (1) of the approved March 1,2011 Site Plan Review Special Permit. e) No road salt, sodium chloride, or other de-Icing chemicals shall be used on paved surfaces in the buffer zone,and any arrangement for scow removal sha11 so stipulate due to the importance of the site and wetlands. In addition,permanent signs designating"No- 4 :Bk 12545 Fg348 #15935 p03 Osgaod Street,Msp 35 Let 50 Watershed Special Permit Salt Zone" and "Snow Stockpiling Zones" shall be displayed in prominent locations along the Non-Distance Zone as approved by the Conservation Department wd shown on the herein refemoed plans. Fertilizers utilized for landscaping and lawn care shall be slow release,low-nitrogen types(<5°/a),and shall not be used within 25 feet of a resource area. Pesticides and herbicides shall not be used within 100 feet of a wetland { resource area. The applicant shall incorporate this condition as a deed restriction and a copy of the recorded deed shall he submitted to the Town Planner and included in the file. 3) Prior to release of the Performance Bonds a) The applicant shall submit an as-built plan starriped by a Registered Professional Engineer in Massachusetts that shows all construction, including storm water mitigation trenches and other perfmont site feah . This as-built plan shall be.submitted to the Towa Planner for approval. The applicant must submit a certification from the design engineer that the sit was constiucted as shown on the approved plan. b) The Planning Board must by a majority vote make a finding that the site is in comformance with the approved ph& c) The approved Emergency Response plan required under Special Conditions 7 of& March 1,2011 site.Plan Special Permit shall be submitted to floe Planning Department. 4) In no instance shall floe applicant's proposed oonstruction be allowed to further impact the site outer than as proposed on the plans referenced in Special Condition#12. 5) The applicant must comply with the conditions set forth in the Site Plan review Special Pernit approved,on March 1,2011 and the Conservation Commission Order of Conditions related to Us project 6) No open bumWg shall be done except as is permitted during burning season under the Flare Department regulations. 7) The Contractor shall contact Dig Safe at least 72 hours prior to commencing excavation. 8) The provisions of this conditional approval shall apply to and be binding upon the applicant, its employees and all sutoessors and assigns in interest or coxitrol, 9) Should the Project Owner transfer ownership of the project and/or property prior to completion and submission of the final as-builts, the buyer shall meet with the Planning Board to provide an update on•the status of the project. 10)This Special Permit approval shall be deemed to have lapsed March 1,2013 (two years from the date of issuance)exclusive of the time required to pursue or await determination of any appeals, unless substantial use or construction has commenced within said two-year period. Substantial use or construction will be detmniiued by a majority vote of the Planning Board. Bk 12545 Pg349 #15935 ,10,03 Osgood Street,rvbp 35 JAt 50 Watershed SpecialPertnit 11)The applicant is hereby notified that should the app&ant disagree with this decision, the applicant has the right under MOL Chapter 40A Section 17, to appeal this decision within twenty days after the date this decision has been tiled with the Town Clerk, 12)This decision must be Bled with the North Essex Registry of Deeds, The following information is included as part PfUs decision: 1) Plan titled: Proposed Site Development Plans far Map 35 Lot 50 1003 flood Street?North Andover,Massachusetts 01845. Prepared for. Osgood Properties 1;LC 865 Turnpike Street North Andover,MA 01945 Prepared by: UTW Design Consultants,Inc, 44 Stiles Road,Suite One Salem,NH 03079 Scale: 1"=20' Date: Jane 17.2010,Revised Sept,22,2010.Dec 8,2010,Jan.17,2011,Feb.3, 2011,Feb.18,2011 Sheets: 1—13 and Exhibit A,dated February 8,2011 2) Rep= Storm Water Nlmgpment Report Prepared for. Osgood properties L,LC Prepared by: WW Design Consultants,Inc. 44 Stiles Road,Suite One Salem,NH 03079 Date: .tune 17.2010,Revised Sep#.22,20X0,Oct.08,2010,Jan.17,2011 3) Report; Operations&Maintenance Plan and Long Term Polhaion Prevention Phur Date. June 17,2010.Revised Septenmber 22,2010,December 8,2010,January 17,2011 and February 18,2011 Prepamd by: NW Design Consultants,Inc. 44 SWes Road,Suite One Salern,NH 03079 4) Report: Trip Generation Study Date; June 16,2010 5) Elevations; Osgood Properties LLC 1003 Osgood Street—Cotcept Eevations Prepared by: Aninno,Inc. Date: January 14,2011 CC. Director of Public Works Conservation Administrator Dridmge Consultant Planning Roard Police Chief Fire Chief Applicant Engineer File 6 FOR REGISTRY USE DWG LIST OF DRAWINGS .Il0 TITLE NTPLANS 1. TITLE SHEET PROPOSED SITE DE VEL OPAfE 2. EXISTING CONDITIONS PLAN 3. SITE DEVELOPMENT PLAN 4. GRADING, DRAINAGE & UTILITIES PLAN for 5. EROSION & SEDIMENT CONTROL PLAN 6. LANDSCAPE PLAN 7. SITE DETAILS MAP 8. SITE DETAILS 9. SITE DETAILS CERTIFICATIONS: 10. SITE DETAILS 1)i COMFe THAT 7195 PLAN HAS BEEN PREPARED N 1 OF 1. FIRE TRUCK ACCESS PLAN (FT) CONEOLUUNCE DEEDS HE C AND REGULATIONS of THE 1003 RE����oP 7HE CatuONAEAI7N OF 1 OF i. LIGHTING PLAN (LP) OO D STREET 1 OF 1. EXTERIOR ELEVATIONS (A.201) AN CHRISTOPHER iRNC„FR P.I.S. DATE T E-rL ABUTTERS OR MASSACHUSETTS 01845 MAP/LOT - NAME&ADDRESS - 35/50 SUBJECT PROPERTY _ OSGOOD PROPERTIES, LLC .865 TURNPIKE STREET NORTH ANDOVER, MA 01845 35/19 WILLIAM CHEPULIS - - 1018 OSGOOD STREET NORTH ANDOVER, MA 01845 35/20 GREAT POND CROSSING 33 ° - MAP 35 35/203B NORTH ANDOVER, MAC 01845 1 ZS\ o�0 133 <°4SSC°°o LOT 36 zo ! 35/20.48 7z �� LAKE MAP 35 a°O� 35/20.78 1093 OSGOOD STREET COEHICHEWICK MAP 35 LOT 27 LARE COCHICHEirtCE 35/20.1B BVSS REALTY, LLC LAWRENCE CLARK � LOT 14 _ NORTH ANDOVER, MA 01845 171 MUNICIPAL oT 15 MAP 35 -` AIRPORT 35/20.58 --R.JUDE REALTY, LLC Z7 LOT 44 1007 OSGOOD STREET MAP 35 NORTH ANDOVER, MA 01845 D OLD LOT 45 MAP 35 CLARK ST. LOT 47 35/20.68 PETER DEVUN, DMD � SITE 1009 OSGOOD STREET - o NORTH ANDOVER, MA 01845 - - O � .!;i�'�''''''• 35/29 TWA REALTY, LLC AIRPORT SGO MAP 35 o� LOT 49 7 RIDGE HILL WAY - ENTRANCE O\ - ANDOVER, MA 01810 DRIVE z Sr�"�^$ `0 35/47 VJVK, INC. 0 53 KELLY SALEM, NH 03079 �G�iP '9�O p N O O� LOT 3 ..•' ;. MAP _ ''' LOT 23 3 35/27 ANGUS REALTY CORP. Q� MAP 74 °SG' 1077 OSGOOD STREET NORTH ANDOVER, MA 01845 �9 �9 \U1 LOT 6 R7p 35/;4 TOWN OF NORTH ANDOVER L LOT 54 THIS IS TO CERTIFY THAT TWENTY(20) DAYS HAVE ELAPSED 35/23 120 MAIN STREET tT� �� - - c FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL. NORTH ANDOVER, MA 01845 �J 125 OSGOOD ST. 35/5 - JOHN FERREIRA \ - DATE: , 980 OGOOD NORTH S ANDOVER, MA 01845 - 495 133 LOST 1'-8 MAP 74 LDT 3 -- TOWN.CLERK: '.. 74/6-1 LANDERS FAMILY TRUST 74/6-4 40 COURT STREET APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD NORTH ANDOVER, MA 01845 MAP 74 74/6-2 DENNIS DRINKWATER LOT 23 13 OLD SALEM PATH - - DATE MAGNOLIA, MA 01930 AIRPORT LOCATION MAP VICINITY MAP DRIVE E V CE 74/6-3 -- IANDES BUILDING CONDOMINIUM �Zy FILED. 40 COURT STREET (NOT TO SCALE) SCALE: 1" = 300'7 NORTH ANDOVER, MA 01845 AIRPORT LAWRENCE AIRPORT COMMISSION - - _ HEARING '.. 492 SUTTON STREET - NORTH ANDOVER, MA 01845 E LAKE COCHICHEWICK COMMONWEALTH OF MASS. - 5 REVISE SHEETS 3-6, 10, FT CMT 2/18/11 N 100 CAMBRIDGE STREET 4 REVISE SHEETS 3-6,8,9 CMT 2/3/11 MORTON, MA SS.02202 P.E. _ 2 REVISE HEEETS 11-L6, 8E 0, FT, LP CMT 12/8/10 ENGINEER MARK S. GROSS, P. PREPARED FOR: 1 REVISE ALL SHEETS CMT 9/22/10 f MHF DESIGN CONSULTANTS, INC 103 STILES ROAD SALEM NH 03079 _ NO. DESCRIPTION BY DATE LEGEND REVISIONS D CON PIN FOUND DRAM IANH POLE C.O. PROP.CATCH T OSGOOD PROPERTIES LLC CONCRETE BOUND FOLRtL) ® DRAM EWlHOLE GB-t ■ PROP.CATCH BASIN - TITLE SHEET 0 DRILL HOLE FOUND 0 SEWER ALq(HOLE ASSESSORS MAP 36 LOT 60 ONH-1 O PROP.DRAM IWLIWIE 3 SLOPED GRANITE CURB O TELEPHONE 0 NONE LWLHIXE 5MN-1• PROP.SEWER LA.U91ptE 1003 OSGOOD STREET WE ODD SU ° G� 865 TURNPI'lKiESTREET, 2nd FLOOR®`. MEEr owmG cRAoc NRTHPREPAR D FOR 01845 01ERHEM SERVICE WIRES —•— WA7ER LINE DOUBLE SOLW YELLOW LNE WATER VALVE ��x PftOP.SPOT ElEVA1gN OSGOOD TURNPIKE PROPERTIES LLC i PROP.CONTOUR ELLVATION �oyTRaSEgS,c 865 TURNPIKE STREET, 2nd FLOOR mo s - NORTH ANDOVER, MA 01845 a SINGLE soup"RE LINE 1� ERE HraLVrt _a°O. DavOR. �, Iq -- P° — BROKEN WHITE UNE D4 GAS VALVE — PROP•G41E VALVE NORTH ANDOVER, MA 01845 ° _ _ __ 44 SHI.,R99d,0720 DD. N SK;N —<— GAS ME Pte•NAYeA16 k Crva ' �� SGlsm,N9w H9mp.hln 03079 a —� SLIT�� s 9 , A` � .,u E,•/ is iW f�. 495 \ I .VRPoR7 \ /,f. �� �-.�• ,9 / \ Dy�E ydyyNORll NG.L y�nryK YFAN WPI RANG TD 1HE 5 . / � �� / \ DN 3/19/02"FECIXR9YfD VJ2 TAG N�hq OP.w.PEC6RD' /'/�,p.10 / \\ ♦ �` e/ \ U�/.RIC IA GREAT Wx Raw YE ILAKECOCHICHEWICK ..._..r/ // J \°�♦ , °° ""` '°rp°S ow SITE Exff Af- �t3 d V \ „r \\ / \ i ' LOCUS PLAN MAP 35 LOT 44 t / t \ /\ \ ,a / 'F ':t NOT TO SCALE N/F TOWN OF NORTH ANDOVER \ \ _ \: NOTES• j 120 MAIN STREET i•r \ / \ 6 \/ ,wow,-manic:ury —IZr J .F NORTH ANDOVER,.MA 01845 BOOK 878 PAGE 178 --- g ,. \ \ Q /' MAP 35 LOT 50 ` \ \ \ ` y` i)ZONE: BUSINESS 2/WA5,000 D PROTECTION DISTRICT rt \ `J85 n , �.•*D / MIN. LOT SIZE: 25,000 Sq. Fl. 'b \ \ \I♦ / d / `` +”' MIN. LOT FRONTAGE: 125 Ft. \ \ g ♦ —n4�� '2CAl� _ SETBACKS: / \ -: •.. I _ FRONT 25 Ft. di�' ,h ; \\ \\ ♦ i ' ``t y/ - SIDE 25 Ft. � �/d I \ �. REAR 30 O .�,,, 'qp ,4 \ \_--r- \ J,,,.. REFER TO THE TOWN IT NORTH ANDOVER ZONING ORDINANCE p ro 4h- % t °' \ +' -r.} --\ ,`.a' v+v u un EE FOR VERIFICATION,ADDITIONAL RESTRICTIONS AND PERMITTED w n4. d I \\ '. -_ /" \ ,,,• I d x/T ,m uw smrEr USES. & �t°+ W ; \/ _ ♦�\♦ /`' \\ ��e/ +•'• ` / " P� 2 LOCATION UNDERGROUND UTILITIES IS UNDERGROUND UTILITIES OTHER ROOMMATE ONLY. r � rape ,. "' 'k ) @ : ,o ,�, ---__ - I `♦ ♦\ •S" \\ / '� I J' 1 / MAY BE ENCOUNTERED. 1 l ' 3 ELEVATIONS SHOWN HEREON ARE ON NGVD 1929 DATUM. •� rd /I0 . 8U3n�,•f u` -7 rcarto G,r` '�I kE�' ,rd ♦♦ \\ 11 {,* / / •"°• 1 ''•1 s. tn,-a.��•a 't� •�!°"° ) r� 'b G C`�'J9�2,D i� - °ej n 9 \\ I\I �° 11 •_ / •^' `\\/ /' 1O'{°�'n"" / , ­­/ loop'�° 4) FOR GENERAL NOTES,SEE SHEET NO.3 OF 10. c7' / + - r pA \ 1 d 1 / \` / d' / 5)TOPOGRAPHIC SURVEY AND BOUNDARY INFORMATION SHOWN IS FROM AN ACTUAL FIELD SURVEY PREPARED BY MHF DESIGN ° - '� °` - /•2tTC1' w°a' +kk�}a," I 'weep I I I a / l �� �"� y a CONSULTANTS,INC. IN JUNE 2004. . x•'•d` � w°�,� W - m°�W ZO a,T.;.,:r r ti ,�`-` , / /•„rte / �, I �� �. / r.° — AIL PLAN REFERENCES: �- -----�� y�•�°�1 '• 1)NORTH ESSEX REGISTRY OF DEEDS(N.E.R.D.) PLAN .yti't• ' s °-•4'9` w �/ ,.* /�..._S°r{,•°' / d /I 'i /`4a No. 2470. '� ✓.r, ,c = _ _ _ = 4 �` / � j Jai �" � � ( y'/ 1 I, `� ' lV� / w 2) N.E.R.D. PLAN No. 2606. 3 N.E.R.D. PLAN No. 4250. AL 4) N.E.R.D. PLAN No.5595. • �, �� � � __ = ---___-_ �___�- � Y -- -;T / a,.;w � `'� �, � y°•` � �b 5)N.E.R.D. PLAN No. 6085. \♦ Jy >L 6)SITE DEVELOPMENT PERMIT PLAN, NORTH ANDOVER, n • co- c c c r n c - _- y I I / e x♦ MASSACHUSETTS,EXISTING CONDITIONS PLAN;PREPARED OR w `" ti°'•asa `� ... �i�.:�„u:. :.. ,. i / .� ____/ ___- E DANIEL CORBETT;PREPARED BY EASTERN LAND SURVEY \ .>” '�`� ,,. '•"""�i^ r a.- �. rov, �I,I,. {,, \ / \ ;\` ,,,. `•S' g wNq-omu...z ASSOCIATES, INC.; SCALE: 1•=20';DATE:JULY 24, 2003 `„�.y // '• i I / % \ ,.,,,. N F (rev.8/28/03). _ \\ `"y),`" ry + ,,,.�a ,,, Y,.,,.w I �,. / ' I 6 Y I°v ,�" �...,� ,�* ♦��_` �� �.-- THIS IS TO CERTIFY THAT TWENTY(201 DAYS HAVE ELAPSED \\ `tqr,J ,ate //,,��,Y,ary ,,u \ i� „• m ! ll/ I I \ ,•+ FFLOM DATE OF DECISION FILED WITHOUT FlUNG OF AN APPEAL \\ r_„ s. •O� ��"�- ° rim' . °'�•w ,,,.a, .+°� -----�z",`,"A�•`"'ro'�-- � uw u LOT 20 .l w •�y • I �,, ,t` _ \\ - y , 'm. ''`�,.,� `;y`, �i,•; >;m'''m- x/r GR Palo DATE: �O 865 TUPofPO@ STREET I �. 3 "•�w ' q0' �''awa.,. � ;;. \\\, xGM ANFM,u"olbls III / TOWN CLERK:. a "L �\` �a� x'°40 \ e �• '� �.,,'. r✓ ,;. m'°'x^'-• u. _ _ � .4° I� ..+• � ��� .� \r •Za.o ''i `�� �\ d\\\ �O �' /2 �m°°`�': rz''• �I{,I \ �,� F"�^` APPROVED BYTHE TOWN OF NORTH ANDOVER PLANNING BOARD jis-, ✓ , ' .. i IN .l o' _ — ��i ,y DATE in,r R � \ /,yy y rvq�� =.Gw--� p �::� s.!a II F.- _ � � `,u e° p ..� Prn � •,. ,.4' �J R x `\j a`''/v° a�a"4 `� %� af, w ,••'w„✓ "�'a°;.,;v... u F _ -� �- -------------- '_ c0 f 2bs LED d z e 'e R'a a., 4,. °�-y° ,a'l� IT �\_ --If'4s i\ ,° 'ire°"'R i '°i �.•'� HouSE a6 /s HEARING ZZw -i �9... { � // •`j� ,/ 4 \ w / .r-� a ,y �t tI 90• H�56_593�,•E .4I ' d // // wll -�:+_ \�'�t4,. w 1--r rw• r x Y .,rz,wno+� `w / t- oin is3•( I /r_ E � 1/17/11 y 3 MISC.REVISIONS CART II i ,. mn / -'lI -_.-�•' r.eo .tl i_ N..ISSS! ' 2 REVISE WETLAND BOUNDARIES AND SETBACKS CART 12/8/10 �' � � 1 MISC. REVISIONS PER TOWN REVEW cMr 9/22/10 GOOD srT:EE r 0. DESCRIPTION BY DATE osCERTIFICATIONS: 1) 1 CERTIFY THAT THIS SURVEY PLAN SHOWS THE PROPERTY - -3 �. '° .�3 / °• n '�1 REVISIONS LINES THAT ARE THE UNES OF EXISTING OWNERSHIPS AND THAT ''r,a f ✓ ��' u EXISTING CONDITIONS PLAN THE LINES OF STREETS AND WAYS SHOWN ARE THOSE OF t�4 +° 1' ^•• FOR REGISTRY USE PUBLIC OR PRNATE WAYS ALREADY ESTABLISHED,THAT NO NEW ' > �' n I" LINES FOR DIVISION OF EXISTING OWNERSHIP OR FOR NEW / 11 ' ' �•� n ASSESSORS MAP 35 LOT 60 v WAYS ARE SHOWN. 11 i�•' '� ' N/F IANDERS TFAMILY TRUST N/F DENNIS DRINKWATER 11 °'h•. n 40 COURT STREET Fall OscooO STREET 13 OLD SALEM PATH NORTH ANDOVER.sT 01845 r 2) 1 CERTIFY THAT THIS SURVEY AND PLAN.CONFORMS TO THE ' (Y %•,,; MAP 35 LOT 29 NORTH ANDOVER, MA 01845 MAGNOLIA, MA 01930 PREPARED FOR: ETHICAL,PROCEDURAL AND TECHNICAL STANDARDS FOR THE N/F TAM REALTY LLC OSGOOD PROPERTIES LLC PRACTICE OF LAND SURVEYING IN THE COMMONWEALTH OF MAP 74 LOT 6-3 o MASSACHUSETTS. 7 RIDGE HILL WAY ♦ MAP 35 LOT 19 m � � F WILLIAM&JAMES CHEPUUS N/ARCONDOMINIMUM BUILDING 865 TURNPIKE STREET,2nd FLOOR LANDERS ANDOVER,MA 01810 w - 3) I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN 1018 OSGOOD"STREET 40 COURT STREET NORTH ANDOVER, MA 01845 o CONFORMANCE WITH THE RULES AND REGULATIONS OF THE �--- _ NO \ANDOVER, MA 01845 NORTH ANDOVER,MA 01845 ® C_ �� 44,N. Road,Sue• 30 N RECISTE S OF THE COMMONWEALTH OF - Salem,603 X 93-072 03079 i WAS �,a GRAPHIC SCALE _ — B (503>e93-o7zo 4 GRAPHIC --.-- -- ENGINEERS-PLANNERS-SURVEYORS °i wRSron� `4jm�"'Q 16 °D •' 30 MHP Deslgn Consultants,Inc. . rnhfd•,Ig..com fi 3 ��R SCALE: 1•=30 DATE:JUNE 17,2010 1f��. DRAWN BY: CHECKED BY: PROJECT NO. SHEET NO. CHRIST ANCHER,P.L.S. DATE CART MSG 230207 1 2 OF 10 /-- \ SICN LEG0M TABLE OF ZONING REGULATIONS - NORTH ANDOVER, MA y��D �� NercR7 SYJWOL ZONE: B-2 BUSINESS 2 DISTRICT \ \ \ \ Z DESCRIPTION REQUIRED PROVIDED mil, NBBlR111 LOT AREA FL 000 3 138 719 SF Rl-t so' s0' uaauuu wr FRaarAGE t1s so4.41 495 \ NICMUM iRONT YARD SETBACK 25 280' 100'NON-DISTURBANCE BUFFER MINIMUM4 lY SE AT1 IX 25 160 \\ ZONE W NOT PAW(IIIG SPACE gMEN9CH5 9 xl 9x18 R.f.mpw .^TT Rb-t 90' Bo' Q MBBMUY MNBER PAWDNO SPACES RE 13 1.000 SF TOTAL 70 SPACES \ \\ \ MAP 35 LOT 50 \ \ \ 138,729 S Ft. TTT �s.000 SF x 75/1,000 80 SPACES INS E ON FROM THE sREQUIRED \ 6 KI• I 3.5 SPACES PER 1,000 SF SPACES. GREAT POND ROAD \ \ 3.185 Ac.t TTTT S,500 SF x 3.5/1.000 a 19 SPACES CLARK 1E° 3 SpAGES PER LOGO SF sr. B]BB x 3/1000 -Z WAGES QyT ❑ BULaFM.GROSS ELOgi AREA TOTAL r 1030 SPACES 19298 SF Cf1A T. "IaI \ \ \ = R7-B IE' IB' MAIOW4 LOT COVERAGE 35>< <35JK \ � \ \\ - ,�-�- / � �j MA%14W BOOR AREA.RA710 0.73:1 Q14:1 \ •L \ \ _ �T MAlDY1R1 BOLDING HFOGIHT 35 <J5 SITE r \ \ NOTES: 44V \ \ \ MAP 35 LOT EE 23 1)TOPOGRAPHIC AND BOUNDARY B INFORMATION DESIGN SNOWN Is NTS. INC.120 MANN STREET ACTUAL SURVEI'PREPARED BY MW DESIGN CONSULTAfIS, U.w N/F TOWN OF NORTH ANDOVER _ 'NNE 2004. 2 NORTH ANDOVER,MA 01645 2)ZONING FOR THE PROJECT SITE IS BUSINESS-2 DISTRICT AND •rf9 BOOK 4197 PAGE 63 WATERSHED PROTECTION DISTRICT AS DEPICTED ON THE ZONING MAP FOR THE TOWN OF NORTH ANDOVER. LOCUS PLAN \ 3)ZONING RESTRICIIaS FOR THE PROPERTY ARE AS FOUDM: NOT TO SCALE FRONT SETBACK 25 FEET HEEAAR SETBACK JO FEET(00�TO R6ESID�ET ut DISTRICT) FRONTAGE 125 FEET MAX OT ARE F1E1CtiT 35 FEET s ' 250'lIaIN-DISTU RBANCE \ DE"EATS"BY%EST! WIN LOT AREA 25,000 SF \ I Zak FROM LINE DELINEATED 6f WEGT AEON WATER LINE / °4TH"�...� O1 10/17/05 R1C. 4)THE PROPERTY PROTECTION DDi5I=THE SETBACK REQUIREMENTS OF ME 5)DOMING BURRING FOOTPRINT IS As FOLLOWS BARN 28 S GFA }• I I I / T �� / BARN ADDITIONRE -2.852 SF CFA I -X HOUSE STRUCTURE 4,273 SF CFA - O'.•oM,VG$ —--,— �— // T I_� r<TO GARAGE STRUCTURE(DEMO) 511 SF GFA F9m AY' l I I / TTY % TOTAL DasnNG 15,584 SF GFA �EA'T l If I I _ —— / T\ /' / BASED ON HAZE SECTION 4.13 3)(c)(9)(8):THE PROPOSED BUILDING MAY BE INCREASED BY A MA%MUM OF 25X IF THE GFA OF ♦'• -///---`` / __ /____ ___ PROP. THE E105164C STRUCTURE IS GREATER THAN 2.500 SF. =ham / _- No SALT ZONE' / / / PROPOSED BUILDING AREA IS AS FOLLOWS: '.. / No SNOW STOCKPBINp' / / T� a PREVIOUSLY DEI-EATEO T.RDWATEO BARN 2.032 SF/8.098 CFA "�• / / SIGN(TrP.).-s TorAL 1 / j aT° WEvw OS BOU110—By ♦• / - /__ QNSTAUED ADDING ) \ J W6i E MESON-a.INC. IL PROPOSED 3 STORY BUILDING b' GO FACE) N F - ON 3/19/02& 2 FLOORS O 5.500 SF/FLOOR -11,000 SF Q •♦•• / / ' ' I TTTT 5 dl OMROIUEMAI lttc.DN t FLOOR O 2.200 SF 2.200 SF a 13,200 SF CIA // •`• m / e. I 1 i \\ 0/19/w TOT' PROPOSED BUILDING •19,296 SF CIA 1 A LI THIS REPRESENTS AN INCREASE OF 245 OVER THE EXISTING BUILDING /// ♦• PROP.Rs i I ' 1\ `\ GFA PLAN REFERENCES: / s PARKING FOR THE SITE IS SHOWN IN THE TABLE OF ZONING 1)NORTH ESSEX REGISTRY OF DEEDS (N.E.R.D.) PLAN <ao /� / / • Ags 3g, / REMOVE COSTING PROPOSED \10'R ROM- WATER ._ \ ) •♦• CURB�) CURB m uulrs /may\Brtu CRETE \ \ 525' µ 1� _... gy REGULATIONS" No.2470. SlIgTN / PAVEMENT PROP.5'WDE �T '+" 41 \ 7)ACCESIBLE SPACES FOR THE SITE CONFORM To THE REWIREU005 OF u. / / `� ♦ PROP.RI-1 MaJOMl9C CURB _ g THE WSSACHUSETTS ARCHITECTURAL ACCESS BOARD AN THE US. 2)N.E.R.D. PLAN No. 2606. STUNS ° e' 8' B' \ =SIDEWALK(TYP) �T 4x, T\T\ A^ DEPARTMENT OF JUSTICE AAA STANDARDS FOR ACCESIBLE DESIGN. / 1O � 5'R 5'R \\ o \T - ACCESSLE PARIG SPACES REWIRED:3 SPACES 3)N.E.R.D.PLAN No. 4250. 3' -- M1 •y�i� ACCESIBLE PARKING SPACES.PROVWED 4 SPACE ) LAN No. 5595. / # y E SITE SERVICED MUNICIPAL WATER AND SEWER. IAN No. . tt - 4 NERD P ' \\\ r' ,�• B)TFH N7IL BE s ED BY AL _ 5)NERD P 6085 \ C` 100' 9)THE PROPERTY I5 NOT LOCATED OF W THHN THE 700 YEAR INSURANCE PLAIN AS •-.+' PQSh. 0- _ g \ ! \ „ Nay_pISTURBwGE DEPICTED ON THE*TOWN of KolrnH ANDOVER FLOOD wsuRANCE RATE 6)SITE DEVELOPMENT PERMIT PLAN,NORTH ANDOVER, SIGN .L�); • ut; -- •.' \ 4L. $, BUFFER ZONE MAPI COMJUN2 PANEL N0.,550098 OOOSC,PANEL 5 OF 15,MAP MASSACHUSETTS, EXISTING CONDITIONS PLAN;PREPARED FOR �ri Z ' • '' a O \ REVISED:JUNE 2,1993. DANIEL CORBE T; PREPARED BY EASTERN LAND SURVEY ° `- '' an \\ T\; to)FOR srtE DETAILS.SEE sHEt7 7 of 7a ASSOCIATES, INC.;SCALE: 1'=20'; DATE:JULY 24,2003 - h \ (rev. 8/28/03). - I 'oRETit... I • APP.LWlDICAP PROP.IIPt01GP T ' `` _ . PROP.TRANSFORMER �) STUN(TIP) � \ ` --� -- 11)FOR WATER$SEWER DETAILS,SEE SHEEP 10 OF 10. PAD raR, O/ • 0 I i i 10'R 12)THE PROPOSED BURRING SHALL HAVE A FIRE SPPoM0.ER AN O ALARM THIS IS TO CERTIFY THAT TWENTY(20)DAYS HAVE ELAPSED t FPjw� ^s^-INTO i I PROPOSED BUILDING SYSTEM 9NSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE ----- — -c.�.n1w MAP 35 LOT 20 w i 2 FLOORS O 5,500 SF/FLOOR �T NORTH ANDOVER FIRE DEPT. FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL. ------- ua.os • i °iss62 N/F GREAT POND CROSSING_ 5 I I 1 FLOOR O 2,200 SF 1•yR TT 5� 13)THE PROPERTY IS.SUBJECT TO THE Fa.LOWI ZONES AS DEPICTED 865 TURNPIKE STREET ' _ A I 13,200 S GFA ly. 2p• is' (T>') IN THE WATERSHED PROTECTIONS DISTRICT. DATE NORTH ANDOVER, MA 01845 . y I WATRT T PROTE ."P ON DTNCE D(ISTN\ ARN DI 25'SIDE i "' I I 3 FLOORS AT �,, 1.GENERAL ZONE 400' - TOWN CLERK: / BULGING ; - I low O 2,032 SF/FLOOR 2 �• (. "2,-NATN-OISCHARCE ZONE 325'LAKE @ 1TTLWD RESOURCE AREA yR 3.NON-DISTURBANCE ZONE 250 —1 6 100'WE W D RESOURCE AREA SETBACK / PROP.STAIRS WITH Ai 6 96 SF GFA PROP,SHONE 0 APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD '�" I HADRAILS I RETAIN WAIL R caNaitTr,uax WITH FA0.1N0 THE SUBJECT PROPERTY EXISTED PRIOR TO OCTOBER 24,1994 AND IS NOT PNS(D cttv+mciE wax. I ' I SUBJECT TO THE CONSENNATKw ZONE. / ••• H •I'. —"' TAT �� 14 THE PROPOSED DRIVEWAYS SHALL BE CONSTRUCTED ACCORDING TO Q# i H '. :•i..;: I a •O t DATE -A, FORK )MASSACHUSETTS DEPARTMENT OF TRANSPORTATION(MADOT)STANDARDS (D I TTT BlCiI AND THE REGULATIONS OF THE ARCHRECNRAL ACCESS BOARD(AAB). 10•RI ® R To' 'TTTT 15)DELIVERIES$REFUSE REMOVAL 94ALL OCCUR PRIOR TO STORE FLED ° MATCH EIOSTIHG i T •a5'R OPENING OR SHALL OCCUR AT OFF PEAR-HOURS. REMOVE E)IT571NO CORE(To)E)O PROP 5 PROP.CURB 9' 5' TREES YP) TAT) HEARING BT XT RS-1 REMOVE DOSING SIGNS CURB TO WITS PROPOSED PROP.SLOPED I'~I SHOWN M I RATE FREESTANDING SON GRAMME CURB - ❑ 0 ' I \ IsasnNG 4.5' (SEE DETAIL SHEEN - E���1R _ - / ' 400 ^WPtF3N I iS•N C_-6R _-___ HOUSE _-_ - (, 5'R A �52 E 5 MISC. REV'S PER TOWN RENEW CART 2/18/11 / N�O o1G SAFE 4 ADD NO SNOW STOCKPILING SIGNS CWT 2/3/11 aa 3 MISC. TENSIONS CART 1/17/11 STO E /TWp°1B5T 0 10 I OUS NDe� 06$� 2 MISC. TENSI Oi 0 ONS/SITE LAYOUT CHANGES CART 12/8/10 \\ 0 1 MISC. REVISIONS PER TOWN RENEW CART 9/22/10 l ' PwjDIN —'—�— 64 _ NO. DESCRIPTION BY DATE / Fp0 U 117. p T •Oi g MATCH 209.60- OWING N67'54'59'E i �� a IS FOUND � - °`'o° F REVISIONS CURB j 119.90' N56'SI 31-_ � G ��•....A.:�'` SITE DEVELOPMENT PLAN MATCH FOR REGISTRY USE. MBm QORfl DF M9 s a - �IH w'_• : ASSESSORS MAP 35 LOT 50 ' gA sky IT 1-- - 1003 OSGOOD STREET T REMOVE oDSturo > DAnD R. (u NORTH ANDOVER, MA 01845 \ S ORDAIN JJa0.B Y/ / F3I L PREPARED FOR:% CERTIFICATIONS: ^ ----�---------+- ,+Dp GARB I _ ,F OSGOOD NPPROTPERTIE PROPERTIES 0 1)1 CERTIFY•THAT THIS PLAN HIS BEEN PREPARED N STREET -" �2" CONFORMANCE WITH THE RUES AND REGULATIONS OF THE NORTH ANDOVER, MA 01845 o REGISTER OF DEEDS Of THE COMMONWEALTH OF OSGOOD ^ _ SETBACK L �� 44 Sill.,Road.S.H.On• N MASSACHUSETTS. VAftM,BIE WIDTH R.O-W) _ — S91•m, 603 H93-07n 03079 i (PUB C GRAPHIC SCALE i C (803)893-0720 o = ENGINEERS°PLANNERS•SURVEYORS a m a °0 MNF Design Consultants,Inc. wriw.mhta•s19W.eom 4 m DRAINING N0. SCALE: i"=20' DATE:JUNE 17, 2010 13025P.DWO ( IN FiiT) DRAWN BY: CHECKED BY: PROJECT N0. SHEET N0.' CHRLSTOP NvxcxER,PA-S. DAM - I Doh-20 K CCC MSG 230207 3 OF 70 r-- 4 y� RoPOSED •> x _ _ DRAINAGE STRUCTURES DRAINAGE PIPE SCHEDULE 2 1RNaERGROUeo PROPOSED SEWER PIPE SCHEDULE RfW- DMBf-1 Il -- . EIECTRSC/rETEPHONE/GABLE 2 FLOORS O 5, ------ ,Am - RM-138.w RIM-127.55 II MI IZ PROaosED t FLOOR o -°--- --- __' -- YG FROM: APPROX. T0: FROM: T0: INV.our-13JSO e�rY:air=izsa$ R s 13,200 S x _ APPROX. STRUCTURE PIPE TIDE OF pPE SLOPE STRUCURE STRUCTURE PPE 71PE OF PIpE SLOPE SIRUCTIJRE �% NUMBER SIZE PIPE LENGTH OF PIPE MIMBER NUMBER SH7E PIPE LENGTH OF PIPE NUMBER Nq-137.50 DMN-2 \ II , (k,.ho) f..+ (N/f1) ( ..) r..l <TI/N) 495 \ • IIN.OUT-174.00 INL-128.60 II n PROP.2'DOMESTIC / y / BIM'. e O 10 0.0205 SMH-Z DB-1 12 HOPE 92 0.005 SIC-1 @47.47-12{.85 II i III I STRANGE RBANCE BUFFER -_722 i0} gLDO 8 - CI 80 0.0208 SuH-2 W-2 12 HOPE 112 aOw STC-1 CB-J INJ.OIR-724.35 I II PROP.6"fIEE �{' i ' $ SMN-2 6 PVC 25 0.0206 SNH-1 sTCrt 12 HOPE a 0.038 Iw.SYS-1 PoM-728.50 J' PROTECTION SUH-1 8 PAC 5 0.003 EXIST.571% LB-3 12 HOPE 25 0.020 STC-2 -125.25 RN-140.W �1(SfC-t) MAP 35 LOT 50 CB-4 12 'HDPE 30 0.005 STC-2 RHI- M.pj 2. AWFVR] \ STC-2 t2 NDPE 3 0.033 Wf.5Y5-2 W.�1{2490 ON.OUi-172.7E 138,729 S Ft. u'` / ,+ SEWER STRUCTTIRES ocs-t tz HDPE 146 D.o46 Dux-t ` J? . Q• y,9 NF.SYS-1 18 HDPE 20 Q000 OC$-1 �CONTROL SIORMCEI�OR 2(STC-2) CRFAT 3.185 A�.d: k SUH-I SMH-2 ItS'.SYS-x 2{ xOPE 10 0.000 acs-2 POND liQb II /' __ k " `l- 47.._"12923 I�.IR40 A7 OC9-2 12 HOPE 10 QOfO DMH-2 STRUCTURE/1(ocs-O Nv.W-+u.7s ST. w RIM-137.60 OUT-1'4.50 FAKE P•} 3 9 y H-1 12 HDPE 67 0.010 DARN-2 ImIN-172.30(187 COCNICNEW CK all / IA'V.OUT-129.15 N.OUT-129.]] -TZa- I Fl VERIFIED) TO BE oux-z is HOPE .18 o.wt Hw t (Sn EE�iMJ sHirE j -112{.00 ¢ • - k H *'� I ° PR_16*0)ERFOPATED HOPE PIPES ( z PROPOSED PER DPATmN1 HOPE NP 12 �T CONTROL( Cµ40w LK INFILTRATION_ 'd 2 ocs- sr. .. - 120 F.s-0.000 R/R BOLE,S.OA00 Ff//PFTT STRUCTURE 2) II WATER SEFETICE I --------- -- - / \\ / I / x BOTTOM STONE-131.50 BOTTOM"E-12350 IW.N-124 ' ��/ IIA.w-+2{.00(z4 SITE @47.47-w132'�y'�Jy)SFC-1) DNAN-124A02(5IC-2) (EE DEfr31'75IEET) EXIT MAP 35 LOT 23 �.N-1��"1�) IAY.IN-125.60(RO) 120 MAIN STREET M•�-132.50 INY.aR.tz{.00 EOSTHK9 TO -K • E , k �( / ��+ STONE BED-19.9w z 12YL STORE BED-30_5V z 64'L ��Mr,, l x N N/F TOWN OF NORTH ANDOVER (SEE DETAIL SHEET) (SEE BETA&SHEET) '---' LINE t --------- - \ \\ --'Oq�k / / I +�,Ar� NORTH ANDOVER,MA 01845 NOTES: 2 PROP uuoERCROUDAa BOOK 4197 PAGE 63 II I EIECTW/TEEESHONE/CAD `\ / X126- / l �C' " WITH SwID4D JOINTS,DUAL-WALL. "°AIR R°�' A POLYETHYLENE PIPE LOCUS PLAN �\ \ % x WC.,OR APPROVED EOU4,UNLESS OTHEMTSE NOTED ON PAN. NOT TO SCALE P \ _ / / I ' / 2)ALL ROOF DUN PIPE SHALL BE 6'PSC(SDR-33),EXCEPT WITHIN 10 FEET OF A a / BARBING FOUNDATION WHERE CASE WON PIPE$HALL BE USED. +p 3)ALL SANITARY SEWER PIPE SMALL BE PVC(SDR-JS).uME55 oRRRhi$E NOTED. / PROP.BUTEN 750 AREA t�'I" x / „gk BOTiDM ELLV.-12350/ / `a I ZONE FROM HISTORIC %� 05 .EATE BBY WEST 4)ALL WATER PIPE SElLL1 BE COPPER,UNLESS OTNERMISE If07EC. 1 TOP BEAM EL£A.-128.00 / P YE/H WATER IJNE / OEUNEATm BY NEST ) I (SEE OEFAA SHEET)' k`'`' / p/� 'A�' ".��� EMRONMEMPL B:G 5 EEVAl1dR ARE BASED ON NLl'D 1929 MNId. RIP-RAP +y/` ,D/i7/08 _ OVERFLOW WEIR p ,� \ // / 8) OTHERM$E NOTED. A710N5 IS SHOWN ARE BOTTOM OF CURB ELEVATIONS,UNLESS ELEV.-125.00 UTILITY°INSET ,-0e I D5D-3".a,waR i / _��' a,; ; e «,+ 7)ANY UNLM.FlELD ID VSIMERS SHALL K APPROVED BY THE LOCAL NRHdORES AND I \ / ps> g 0 THE DEVELOPER PRIOR TO INSTALLATION. SCALE: 1"=20' I / - �\ + al,�l. B)THE LOCATIONS A UNDERGROUND UTILITIES CONSTRUCTION.ARE THE CONTRACTOR THE IS CONTRACTOR ,YY�3•yN)-a-••-",ae-ts ' �'IlY y @\ N I I ,y'P / kP„ NNODIFY�D6�ENGINEER OF AmYDISC EPAMES.CONSTRUCTION 94ALL To tjOWV_i I , &i \ +`� 7' OI/fLEi APRON k`P� // ,A� / ' \ / COMMENCE BEGINNING AT THE LOWEST LRAM(PONT OF COMIECIION>AND /,Lb PROGRESS UP GRADIENT. PROPOSED INTERFACE POIOS(CROSSINGS)WITH EXISTING `• k�. /_ ----�I-_ k yMY ] k`+j ey k`°y //' P'' \ ICI ,i, UNDERGROUND INSTALLATIONS SHAL BE FIS VERIFIED BY TEST PR PRIOR 1EI P _ / I F // COMMENCEMENT OF CONSTRUCTION. s e-o-��y/x•LV�A/�ritn '/-- --'- _-'__�--� = ^-.-,`,',t / + �e.v<IZa.6a AND FEDERAL STANDARDS. 9)ALL CONSTRUCTION SHAW.CONFORM TO MUNICIPAL DPW AND ALL APPLICABLE STATE - 6 PREVIOUSLY I014CARTEO p HALT AvDS BoMND R BY WEST 0MRONNENTAL IM. 10)THE COO COMMENCING CING CALL AND COOROIUTE WITH OIG-S+EE(1-666-344-7273) PRIOR TO COMIFACING ANY EXCAVATION. 3/19/02 tc _ I 11)ALL WATER AND TONS.wE15TRVCTpV1 SFMLL CONFORM TO DEPARTMENT OF PUBLIC ,� •� `� • • *� „ % 1 oHN_z � I I � .II ' �imROr•iEertc�N;�al Woalcs sPECfF1CATIONa / y° y FAn 1 13_40 1 ,0/19/IO ' P- JI' 12 ALL ELECTRIC.IN:,ONF RMANE AND CABLE 1V LINES ARE TO BE ECF=R)NS. AND �xni°`�s_ Iza]o) Yas-2 ,oe•`/ i k` , \'� ) ] yA• / • /.N 3 ,y`' ,8 NsiAllE9 IN CONFORMANCE WITH APPLICABLE NYItt CO.SPECFlCATIQ4S. $e4q V1j.9p I r�'r A" ,y /\1 +ny SYSIElI/2 LIMIT OF$iOIIE J .�,,..)c �yt/ �+\: /o N,,'y'2s 0a•, / I CsEE �I�' '^4F 3 +3)THIS SITE WILL NOT REQUIRE A USEPA-WOES PERMIT FOR SrORUWATER DISCHARGE e I / 1 4TH-1 SiC-2- CB-J PPE FOR THE 511E COH$IRIICTpII SINCE 711<DtSR1ft8VNCE DOES NQr IXC®ONE ACHE _ - ,5'1-- i P I +x O=UA_DISTURBANCE-42,5W SF). ca ' yL-f-- � 8 9',2,3olou,_� ) '+'' - - ------ SHEAR CITE VAL 29.20 �/�'tWH WA J:174/,4 \ ` )4)THE PRESSURE SE 5 TO HE COORDINATE CONTRA TORN THE MUNICIPAL IF DPW RERE RDED WATER mp)`yff \ =�Sp 4T' NU,• PR�EmAT SERVICE.THE CONTRACTOR Is tO vE76Fr ff PRESSURE REDUCING VALVE CLEANOUT 15)By UTILITIES 70 BE TAKEN CUT SERVICE 51411 BE IXSCOH ECfED AS DREG m �---- I / 128 ' I I )--2 Tow- tn.w \ \ / +\ �`T'� � BY vnu11•COMPANY AND LOCAL DPx. - I... �' 16)ALL WORK WITHIN THE Too'wERMAT(>i1FiEit zoNE sFWl BE PERFIXRMm W AC THE ORDER OF 470001 SONS AS ISVJEO BY THE MUNICIPAL •iiai �� '°co,+a+ErEwix' P'P l ---- _- - - -�za» n _ \ �� --___� :. m ' y+3" •+°�/,°9 -• W \ / � 6 100' 17)ALL AM ACCESSIBLE WAL1(W'AYS CANNOT EXCEED SIF RUNNING SLOPE 4720 21C CROSS .P' SLOPE.HWNPS CANNOT EXCEED 6.3J7M RUW1N0 SLOPE AND 2S CRO55 BIDPE AR' N NON ER ZONEVICE NC PAAKNO STAN$AND ACCESS YJ9ES CANKIT EXCEED 21M$LOPE W ANY .i dw.'ey'- • R0.Y'w41 \`�✓. t '.M .. .. • / ° BUFFER 2047E / /� Y9z)'F�1 .o°]T-.A.px, 'P I �,y>K' ., •:J_ / CJi.W�, '^ DISCREPANCIES. TO CONSTRUCTION.CONTPACfOR 941E FIOTIFY ENCMER of Am t6)REFER TO 147E OPEFRION k 44@IfEWNCE PLAN AND LONG TERM POLLUTION ,29 129 347 �/ . �� 1� �\ �� PREE Nk N'A FNTE�iWQ PROCE�DIIRFLL'EM MAINTENANCE AND EMERGENCY //• a ROPo$m // TRANSFORM /- / .p / �` _ gry�a D `t/q �/' 44y /i /• , PROPOSED 19)EMERGENCY SHEAR GATE VALVE TO BE INSTALLED ON THE INLET SIDE OF THE RISER 1 UNDERGROUND PROPOSED BUILDING PPE 1n PREVENT i'O7ENML^sPUS'FROM ExIEINO THE PIFiLTMTXRI slsTws. THIS IS TO CERTIFY THAT TWENTY(20) DAYS HAVE ELAPSED MAP 35 LOT 20 II p ,nECrttla/TEtEPHONF/CAetE 2 BOORS O 5,500 SF/FLOOR FROM DATE OF DECISION FLED WITHOUT FILING OF AN APPEAL. an r,;; oz„' A;)• ) Br -862 N/F GREAT POND TURNPIKE STREETNG�/ ' II I I� -Gq_STK! ��1b200 S2,GFA SF. \ kip I NORTH ANDOVER, MA 01845 - ' _ i PROPOSED --k F-141.00 - 13}AO I DOTE: }` II 7132 CROSSING FF-129.50 EXISON\G BARN 1 11' . W.S(D)--1 133.4* 3 FLOORS _ TOWN CLERK: /, -=.S_12ta / O 2.032 SF/FLOOR _ 3s,eo x.e i13a -- .>_ ,- BUDGts S 4t 41m °J 098 SF CFA -\ltr-� k. ur ��+`'�T38"^ •,p_. ,� 'PA+ =11_m _ �� \+{1m y,. / FF-141.71 k,q APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING E30AR0 !>" FF-1701* 61 -'-�' \ BIDO 2 SEW'FR k+"P eN.-t�Tt.so w N 4t] �� AP DATE ROOSS NG 1 U Y II 2\ 4a W '39m �). % \ CA' %RON PIPE BB' -2°uz90 / 11A.(CB-t) 133.53 II ' A FOUH LoT uNE � � \ •'� n t •i0 "„ I • "�•T m DAVID R. $^� - FILED C•34732 - .yp\ +' ARL CB-1 i K.L Jl. I PROPOSED VTRITY Ce. G � •P ,�SB� k` .10 s"�i" ecv�.�113t.et <?a s II Ra �. ».1 �-i nr r.E - -t \,. - -32- - -- - -- q / �. HEARING ------w w 29.k •+ sa. es�' IIO"r.J•' I 'Ryp 39. �. +P•' w -W I A 4 TOTAL 1aCI- a t 03 6(t ,� ,P+` k`"'� y y. uY,oFE= _i ATCS-t •'' 6. /�62 S r 5 MISC. REPS PER TOWN REVIEW CMT 2/18/11 �Nk- - \� 1 DID SAP,. 4 REVISE LOC.OF EMERGENCY SHEAR GATE VALVE CMT 2/3/11 o C E Ys P-- �,,,.__+'� o+e� scc •r// IqB cozy*%'+E1I I s ER �I P,Py ' L O I '� 36 U(suErt E oDEf T-AIL. - ' I - 'PIPE FSit- -a190o.- I 447 TorA1 ,� d k.P' /x• -i- I MISC. REVISIONS CMT 1/17/11 1M F 11-- EWER ENV I,,.N 2 MISC. REVISIONS/SITE LAYOUT CHANGES CMT 12/8/10 sloxE ) 1 MISC. REVISIONS PER TOWN REVIEW CMT 9/22/10 m �` x`P°' - "- . NO. DESCRIPTION BY DATE . " -0, REVISIONS FWtD N56'S- T 77 GRADING F DRAINAGE & UTILITIES PLAN FOR REGISTRY USE rr g STING q/ i / a . -n -t2'ctD1 / / , / eae-acwe ASSESSORS MAP 35 LOT 50 CourRmGmR TO FIELD VERBY +Py W ,,.�---w---�-"�G , ' �_ / Y_ i.eo-9d2-T9.i / / ° -eoo-9zx-uss 1003 OSGOOD STREET o (/ EXISTING INVERT PRIOR TO . w R�7py AND CONTACT TMs. p AppROXOAATE LOC,noN OF / // NORTH ANDOVER, MA 01845 L OFFICE W ANY DISCREPANCIES q / EXISnNG Y/AIE85E CE °`� m .p ---�;-___ 6+0o x S INSET THIS-SHEET // ai PREPARED FOR: o -----y OR UTILITY INFORMATION ,�' 4, _ OSGOOD PROPERTIES LLC CERTIFICATIONS: 7+00 _ 6+50.51 - a %/ 865 TURNPIKE STREET, 2nd FLOOR / - > o/, NORTH ANDOVER, MA 01845 IOo 1)1 CERTIFY THAT THIS PLAN HIS BEEN PREPARED W --{ ZONE 'A' �- G' o aEixs�rERoF D�oTMFE7RHE�i6 OOZ REGULATIONS 7TIi OF OSGOOD of THE h° STREET z r -� SETBACK u �` r moo/ 4 OSGOOD _ Y+ MASSACHUSETTS. a ,� o �- . - 44 Sill..Rood,Sul.030 WIDTH R.O.W.) a APPROXIMATE LOCATION OF �9f tI _ ,Sal.m,603 H 93-072.OS079 % (PUBLIC•vmVBUE s EXISTING 6°HP STEEL GAS 0- 11 GRAPHIC SCALE (603)893-0720 +�; 2 ��` / 479 u = ENGINEERS•PLANNERS-SURVEYORS °0 MHF DeSigm Consultants,Inc. Www.mhtd46lgn.aom -aa,AwlNC No. SCALE: 1"=20' DATE:JUNE 17, 2010 z3ozsP.Owc • '� $a o�e'�- (OT ) DRAWN BY: CHECKED 8Y: PROJECT NO. SHEET NO. CHRISTOPHER FRAiCHER,P.L.S. DATE 0 S 0 p '? 0 �y - - - I Inch-20 Et CCC .MSG 230207 4 OF 10:ZA • \ ` _ — 0PERAMM_S1MA!AMMNCE PLAN FOR STORMWATER SYSTEM I CONSTRUCTON PHASE: s \ THE BMP'S TY O ASSOCIATED WITH THIS PROJECT MWL BE THE RESPOND NMP RA ONE 495 \ PROPERTY dYIHERr WTIO COWL BE RESPONSBLE FOR NSPECTION,OPEiN11011 AND MAINTENANCE 100'ICON-OISNNBN(CE BUFFER -- -x/22 t �} 1) THE CONTRACTOR tS TO IMA L MO MAINTAIN DPNWGE FAWFES AS SHOWN ON ZONE M1�$ / / Y THE SIZE nNiS By MHF DESIGN C10t6ULTANIS,INC. ALF r \ MAP 31] z) -PRIOR ro CONSRUCIgN,ALL EROAON/50.T CIOMM DEVICES SHOWN oN ABWE \ 5 LOT 50 / PLAN ARE ro BE INSDLLED.TO PRE1£M SILT NTIWI30N INTO SURROUNDING THE\n ,d' `Y�� DURING WY�N'THE dRECTION CONTRACTOR ANY OPfN OAMYGE F AT ApUIES 138,729 Sq.Ft. / 3.185 Act x`"" TFRODC TP CONSTRUCTION P�.MEASURES ARE TO BE MAINTAINED � CRCAT POND R� 3) ALL CONSTRUCTION OF DRABWNE FAOunES IS TO BE INSPECTED BY INSPECTORS R. COCIMNEWCK LAIX \ \ x I FROM THE TOWN OF NORTH ANDMIR AND BY AN AUTHWED AaHT TO VERIFY —124- ` l,•V COISORMNICE To THE DESIGN PLAN. �. •) THE SEQUENCE OF DRAINAGE CONSTRUCTION SOUL BE AS FOLLOWS, CIADYA i \ i CLEAR,GRUB,IXGVATE AREAS FOR DETENTION Q INFILTRATION 515TUA. .cd' ST. 111 I / , B) EMAIL CATCH GRIM PEES AND MANHOLES. SITE s EROSNRI CO'RRdS ARE ro BE NSPECIED AND MAINTAIN ON A DAILY BASS Dar o- •JI x - / i ) UPON DISCOVERY OF $ETATION BUILD-UP IN ANY CATCH BASIN SUMP OR ANY \\\ / \\\ / \\ }Y, / .gyi•k x/ / // I I �l'fE., 1 AP MAIN L$T OT 23 OTHER STRUCTURE,CLEARING L NG SHA BE PERFORMED. N/F TOWN'OF NORTH ANDOVER s) ALL EXPOSED sons STALL BE IMIAOMMY STABILIZED WITH A LAM OF ukaH & .fin NORTH ANDOVER, MA 01845 MY. 2 BOOK 4197 PAGE 63 7) UPON EMULATION OF CATCH 8A5Ri5,aaLr PROIECIION-AS DESCRBED ON PAYING. UENMNED PLAN-SN41 BE NSIALID AND .NED IRDIL READY FOR LOCUS PLAN -126 F' •/ B) PPo &P OR 70 CONSTRUCTION OF ERVIOUS AREAS,ALL DRAINAGE STRUCTURES AND NOT TO SCALE PIPES SHALL BE INSTALLED AND INSPECTED FOR PROPER FUNCTION.DURING \ \ ,• CONSTRUCTION OF OILER SITE FEATURES ALL DRAINAGE FACILITIES SHML BE INSPECTED ON A DAILY BASS AND-CLENMANE.IED AIRED IMMEDIATELY UPON DISCOVERY OF SEDIMENT BUILD-UP OR �\ \ �,T• PROP.SO-REIEHRO7u ,.ry.,lk ). a`6k 250'NON-dSTUiBNICE 9) AFTER PAYING IS INSTALLED, BOTTOM TINLEV23.60/ I zoFE FROM-xisIORIC ri� WETIPNOS BOUNDNlY rtsHW.8E SWEPT CLEAN ON A kOlONlr BARS \ J'" TOP BERM ELLV.-126.00 kN i ,� , DEUNF.ATEO B(WE7 10)NSPECDONS ME TO BE PERFORMED AM INSPECTION LOGS FILLED OUT ON A (SEE DETAIL sHEED' / / M WATER LINE / �'..`Sy° EINIRONM£1RAL U+C. WEEKLY BASIS FROM iEff SCAT OF COl61RLIMON TVidiGH FLAIL SfASUZATION /- / / (�// I 10/17/09 THE START OF CONSERUCTIOXEMIa THE FfTNL dSTURMF OF!WT CNERFM' RE-RAP / ASSOCIATED WITH COUSIRVCTION.FINAL STABILIZATION MEMS 7OXG VECETATNE WW R / \ / ' GROWTH FOR UNPAVED AREAS. I 050-3',6'THICK / ' POST CONSTRUCTION PHASE: P I I I I / -! �0,• ,0 all THE INNER PRO1roEar-NC �DRRoiM MAINTENANCE vEES Afro RAINAGE DRAINAGE�ta6 IN THE",A i REGULAR MAINTENANCE IS TO INCLUDE THE FOLLOWING: PROP.ITV'+1 a s` OUTLET MROH x", �Ays•x' �/ / � Tj NsPECIaH of ALL DPFRMGE FAGRRIES(CATCH BASBS No M/1DalE5)L\411Y N`P Y2b THREE MAN(F6,DURING THE FIRST YEAR OF OPERATION.ALL DRAINAGE FACILITIES SHOULD`• / _,/,_---_ .- / 'R all. III, aAMIAABTPION M STORM. D BTHDEIGNATE Y E PROPERTY OW M n wsE ,TH W� 0 o i+GTaH•fusNS EaER FTANCna+. AND Pxv-Y DELUlEATED CONSERVATION COMMISSION FOR COMPLIANCE FOR ON(1)YEAR MI R THE -p / ,>� ,1 ,P I � - I .• I ° NETLANO6 BOUNOUTY W' ISSUANCE OF TIE OCCVPMC(PERMIT OR UNTIL DEEMED)NECESSARY BY THE / TOWN Cd+sETaRION COUlmssld+. ,DI° •� er- ,iV / IA \ - STOCKPILE 2 1 6 a T + " RDA',RO 1 OCTAL."'o.0" 2) AFTER N THE DEVELOPER,WHO s�iwL IMMEDIATELY ME �ARRANMEDE IFOROR A OR •♦ 1 10/19/1 NE Pop. CESSARY REPAIRS AND SEDIMEM RNKNIL +`" x —I' PROP. SILT FENCE flo lN-0R OF STONE(1YP)/ I \ a L 3) PARKING AREAS ARE TO BE SWEPT OEM EMERY MOAN SPRING THROUGH FALL /'yp(' / , I (SEE DETAIL y1,1 STAKE HAYBALES AND OTHERWISE AS NEEDED D-E•VISUALLY HOT CEAAE DEBRA BUU)-UP}. -.� �•� ---�� PROP. INLET / j�Fp 11„ ;2 DETAIL / r � ' 1 (Typ) 'L 4) THE MONTHS.GA H BASINS IN DEBTS sSTEM ARE AF ERBE INSPECTED EVER'THREE —� EAR GATE Eu€RCa+cY \ _ sx \ yam'Hd+ M wATOA a ..,r' ] �__===-,EY(t+wF ( , t � q CRAM SMALL FAAILURREE BE EER�flOA Nm mDSWAL BE PVrw q�/ ♦ToiAL \ s Fa0 0 PLACE/ 112 roLAL! 0�`i�\ \ \ �p n � B) WRnM'ooNTTMROUm w TILE Evert ,UWVt�rr of sN EXCEEDS SUCH�¢TR j. ``� IS TO FOR ICE YE SNOW CONTROL afar vLOMIq,sIKXW RENOIIL Nt0 / \2a I I ` c+t' 6 ro BE READIED oF1'-GTE No%C OR IAZIRDOUS CHEMICALS ARE TO BE y ,DIP - -'- .- i ,N° / -J I �„k /\ - � APPUGTRRH OF CtFNI UNIT�OEOCFENbLL4 IS PRJI�fTW TOR WJtIEIF ° �� „g. ---- -- ---T!-- . _ W ( 7) d1PoNO THE SWYER Yd(11FS/LL LA2HDSI•APE FFAM2ES ARE TO BE MVNTNgD Iocv WITH THE U 'Y S o / / y 'NON-owvRBWCE .LAWN FERTILIZER Is ro BE ORGANIC AND REDUCED NITROGEN CONTENT.IX�. *° ' db” V a,� ,/ I i �� t• �t / ` ''''�� / BUFFER ZONE FEFE ERSROIEO BYO iq BAF(aRmM.SHALL PRIOR TO U.SE ff w W�6T1 NATURAL MWNIFWIHCE PERSONNEL SHOULD CHECK WRIT THE CONSERVATION COM ULSGdL - "'W� --(` z •� •e� \ 'Na ,V.L PEHSOIDEL PMTLVF.D WON THE YNNIDLUHCE OF LANDSCAPING MILL BE 9FORYED aF THIS CONDIRON. B) FOR MOIWNU-NP nTR1 N RUM To THE OPERATION MO w"tMA ICE AND eoi LOMT TERU Po LU aN PREVCHFA N PLAN FDR STORWRATER MNNGEMEHT SYSTEMS. rrvZ.- sr!Tr �� i Aw'0f'+�+• rs�"'PCS sr,Ly rPy.r. PROPOSED 601LDING - THIS IS TO CERTIFY THAT TWENTY(20) DAYS HAVE ELAPSED �I MAP 35 LOT 20 II „ 2 FLOORS O',5,500 SF/FLOOR \ ,.''� ,z>" x,4 FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL GREAT POND CROSSING_'/ Y`� I Y"' 1 FLOOR O 2,200 SIF js D' na33a+w-zJ F,.,uu,i� 865 TURNPIKE STREET ' II 4 ' '�,———_ �,/ 7y.200 GFA x / - =°c DANOR. '�4, DATE: NORTH ANDOVER, MA 01845 .}`�II 132 —-k` IXISTIN\G BARN / S JORDAN \II' �a �Y - J p'CIVIL 1 L 3 FLOORS TP TOWN CLERK: - - - - . '=I_6 8096 SF GFA APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD S, '�:' - '+ RV`ia ea+cie wLe: S "'b ' 34 'F ` x„•n I Q l '. a •,osp `re• I ti t.. : co 9 < �� - DATE H A.J II \ y q d .p_ -➢ $• �l / \ �•�. 1"IRON PIPE X.yI LOT W(E /// PROP ABI ZED >•D' M x`�P ,tea l :.1.: xo`” - c- Sa - — ` s`� ,I' FILED CONSTRUCTION cas .yM A�aCS-t r`'•'s $€ ENTRANCE w wfa.n II w.+a ' ?'`. '. \-X32 i s''sr -- ---- / \ �r9 x"' L HEARING X, 1Y FIBER TEMPORARY i 4'TOTAL ��a I2T8\}— i Vcs-1 I I-'° I'CLFW+otR AREA 5 MISC. REVS PER TOWN REVIEW CWT 2/18/11 o G ,�r,ITpB i _OWE' ---- -� t MEAL /,rv�N4'S DYG SAFE. 4 ADO NO SNOW STOCKPILING SIGNS* CWT 2/3/11 GOO - - - - EMERCEL(C!s E MEXL ; ,x° I s L� -YR�iNFl%TrtA �� � % Q 3 MISC. REVISIONS CMT 1/17/10 /pLOM M� XBID (GYP) GT�,� �` _��� 66' / -• 2 MISC. REVISIONS/SITE LAYOUT CHANGES CWT 12/8/10 DETAIL 1 MISC. REVISIONS PER TOWN REVIEW CWT 9/22/10 \ „°' ° �1'�a \ PwF' ° `• o- ,a 7.64' o .$ -. - r NO. DESCRIPTION BY DATE 1 % F 209.6 aVD D �+ s i �$ 4:0 REVISIONS T T OL _ N6754'52.E s. MHB FouN 31,E / i / 90 x' .A ---GW sr = ' 119.90' N56'59' `@> // �de:,., f FOR REGISTRY USE x'�° V FOR & SEDIMENT CONTROL PLAN +� 4° y,• ,pY % Hem . s 4 ,P // i �eo'u-°i T's ASSESSORS HAP 35 LOT 50 PROP. INLET // ,v9 \ ' // A 1003 OSGOOO STREET o Q Tf" , PROP. INLET NORTH ANDOVER, MA 01845 _ PROTECTION F SEt INSET THIS-BHEET r PREPARED FOR: o --_---y.___,____ FOR lJTI1JIY INFORMATION / � // � /1 OS GOOD TURNPIKE CERTIFICATIONS: s� - ---T- $ '°° _ -L ,P - --_ _ I+SCSI �� _ ' '�° NORTH ANDOVER, MA 01845 m 1)1 COVEY THAT THIS PLAN PAS BEEN PREPARED N ZONE'A' _ Cd( WOH THE RULES AND REGULATIONS OF THE p0 1'� STREET 'I' �' SETflACK ?'' ' p RE N91IXU ESDEEDS OF THE COMMONWEALTH OF x P OSGOOL % / Y;� a/0 • salHnsHWE Road.UN.0p. C UKl VARIABLE WIDTH R.O.WJ { APPROXIMATE LOCATION OF �� II 1 G _ Q ��, 4 EXISTING e"HP STEEL GAS o� + 11 GRAPHIC SCALE ._ _ (603)893-0720 pip— m 11. fo m ENGINEERS•PLANNERS•SURVEYORS MHF Design-Cansuitants,Inc. www.mhlanipn.eom. ,` SCALE I'= 20' DATE:JUNE 17, 2010 2bzVSP Owc' _ .P9 amp (IN P6R1') DRAWN BY: C ECKEO BY: PROJECT NO. SHEET NO. j CHRISTOPHER FRMCHER,P.L.S. GTE p p ? ° 1 10•h-20 EL CCC lASG 230207 5 OF 10 D - - \ PLANTING SCHEDULE — \ KEY I R7Y SIZE BOTANICAL NAME I COMMON NAME 2 \ TREES \ AftO 2 5 BIB 495 a 6 o<sober 6lry Rea wpb \ 8. \ 'I tar H DN-DVST DANCE BUFFER PGG 2 5'GAL. Py'n-I I-,— Gavnland Select Lalbry Per \ I ZONE BIB Y.haTticlex' RE \ \\ MAP 35 LOT 50 s 2 3'eB �'I °�"e �I�,aeee"Ikoe `F \\ \\ 6 \ 138,729 Sq.Ft. /' S H R U 139 `? \ \\ 3.185 Ac.t /�' \``\ GREAT \ 1 `'�� /0•N IT D 6I�L:5 OL, HN1� Tl>rE.emm' Ib eMieaa sxrn,Gr lyrr Leo ST. POND ROAD !A� 0 10'-24'5PR IbK remta Helbrb.bpO+eAe Iblly EYIWEIUN! 9 GAL-9.04. Nelbrl' q 34'!O'NT RueMW Eisgma Itl c d nd-On X15 BLB-4.04. lilac' pVDElA'AC \\\ \\\ _ _ `` , RFIt 14 Hf. Foaa wieno„d Rue-Red ST. ol� 96AL-4'O.G. Wltlliard H}r1d' SITE 10'-24'HT Sphaea.t'—Id wr `\\ 506 9 GAL:95.04. '6OId Hicsnd• Gab m—,cr 5plrea ,�V MAP 35 LOT 23 B 3 04. 120 MAIN STREET TBR D I9'-24•sPFL raaar.eaecarn Repa,dero Bglid,5p1-d"Yen N/F TOWN OF NORTH ANDOVER GAL.a• NORTH ANDOVER, MA 01845 // mI Toy 4 BIB-74'OG. e"°`aw Ao°`IG°'�w�ne°° 2 HT BOOK 4197 PAGE 63 ORNAM ENTAL GRASSES t PER @NNIALS LOCUS PLAN HUO 170 I6AL. H.merooallb BEANO D•Oro Dylliy ALE 74 6 ' I(emsrocONm Happy Rebvo V.'"4 04 .yGe1a GENERAL PLANTING NOTES ea �°aie' t) ALL PLANT MATODAL SHALL CONFORM TO THE STANDARDS OF THE AMERICAN 250'IMH IXSNRBWCE I6AL. Cd.'.TwW .Wlbra Reed PeaNx fsas. ASSOCIATION OF NURSERYMEN OR THE PLANT MATERIAL WILL BE UNACCEPTABLE ZONE FRgA HISTORIC BYUI IV Y CIO= 5 24'OZ. Krl FoeroteY ALL PLANT MATERIAL SHALL BE TRUE TO SPECIES,VARIETY,SIZE AND BE CERTIFIED DISEASE AM INSECT FREE THE OWNER AND/OR THE LANDSCAPE YFA)1 WATER LNE / FY emOtIMORAI RIC. 1 GAL Peinbefun al idea ARCHITECT RESERVES THE RIGHT TO APPROVE ALL PRINT MATERIAL ON 511E ` ON 10/1]/08 PAN fl 24. P:IrF Frnntah Cxosa 2) ALL PLANT MATOUAL SHALL BE PROPERLY STAKED AND PLANTED N CONFORMANCE WITH THE SPECOICATCHS.PROVIDE THREE STAKES PER TREE UNLESS NOTED // J RF6 5 246OG a+�G��9� Bbek-Eyed SiaaO OTHERVASE NSTAEL ALL PLANT MATERIAL ON UNDISTURBED GRADE PROVIDE _ -e-- / +ES BURLAP WRAPPING WITH A SOIL OVERLAP.CUT AND REMOVE BURLAP FROM TOP -JH Pax I I I / _ '/X �,o BID-RETENTION AREAS ONE-THRD OF THE ROOT BAD. ��_ / \` -J ' / 9 GAL 3) PROVDE PLANTING PITS AS INDICATED ON PLANTING DETAILS BACKFILL PLAN NO LOAM t HYDRO''EED % `\ /" / W` 1B a•04. GI-ETIdZA ALNIFOLLA 51'I�T Pd'Pf3r 111 PITS�CONDITIONS DOIST THEN PIANTNIG PITS SHALLOBE PARENT TED AN l _ T� t'C 7 9 6AL 1eef�13 O044MS( clod f1. Pm ADDITIONAL 12•AND FLIED W SAND. / / •'� V . V ALL DISTURBED AREAS �� 4'04. / / / • V,II, 1 GAL. - 4) DEPTH SHALL BETIDE SHALL BE KAM AGAINST ROOT COLLAR W SAME OR HIGHER AS GROWN N THE HURSER�L PLANNING IF, 20 IRIS PRI�tATILA SLBAB2 BLUE FLM IRI5 Ie'04. 1 GAL S) NEWLY INSTALLED PWiT MATERIAL SHALL BE WATERED AT THE TIME OF / s00 / - •© © a Q_�''V:lY©/ '``\ . PREYKHISIY DEUHEAIED IG 10 ID'04. IRIS V®A91 COLOR BILE RIG IRU9(PRPLC-ALE) INSTAWiKRL.GROW AND S C SHALL BE ALL NEW TO ENSURE THE ESTABLISHMENT.CROWN AND 51RNVAL OF ALL HgW AUNTIES �S \4 — II I 1 I� WETUAIOS BOUtlDARY BY WEST O.WIMENTAI NC. Iv s s GAL ILFx vHirIGILLArA H'UlfiHtE9tRY 0) ALL PLANT LMTMAL SHALL BE GUARANTEED FOR ONE YEAR AFTER THE DATE OF INN 3/19/02 k ID'O4. FINAL ACCEPTANCE ANY PLANT MATERIAL THAT DIES MMN THAT TX.IE PERIOD RECONFRMED ay NEST SHALL BE REMOYID.NCLODWO THE STUMP,AND REPLACED BY A TREE OF MR." I •• / / ETE i ' I 1 e V' T EIWdMIAORAL AN;.011 SZE AND SPECIES AT THE EXPENSE OF THE CONTRACTOR. 4 // •• •• / m - / P 0. i ( I', 1 \ 10/19/10 SECTION 8A & LANDSCAPE REQUIREMENTS FOR OFF-STREET PARKING IN COMMERCIAL & INDUSTRIAL DISTRICTS 7) THE LANDSCAPE CONTRACTOR SHALL PRDNDE A MwBNM 0'UYFR OF T�SOL w ✓ j / }>_- I'. 1 \ VuI �. o d, (FOR ALL OFF STREET PARKING AREAS OF 20 OR MORE SPACES ALL LAWN AREAS AND A LBNwUM OF 2'-0°OF TOPSOIL IN ALL PLANTING AREAS. =, 0) ALL DISTURBED AREAS SHALL BE TOPSOZED AND SEEDED UNLESS OTHERWISE 3ECON REQUIRED PROVIDED DIRECTED. TT // / • • \ \ `, 32•'`'1LO� F}TL WAt� 9), PLANTING BEDS SHALL RECEIVE.3.OF SHREDDED NNE BARK • • �,/H$EO(�' —... \ 0.4.4 1 TREE PER 30 LS.OF PM%NO LOT PO4MEIER(3 MMI 01ST) 6 NEW TREES PRO,IDED(WM 500 TOTAL LS./30-10 TREES REgMED) 10) ALL SYDR MASSES SHALL BE PUNTED W.Cp/TN000S MULCHED BEDS. LOAM 4 HYDRO'.OEED 8.4.4 e•WIX EiRD PIAIOICi SIB BETWEEN PARKNO ROWS OR EXISTING TREES FROM NATURAL _ — _ O As Fla ON ROWS W1EPE 2 ROWS A&IF iNLNnnq ALL DI5T1!<iBED AREAS �, VEGETATION TO REDIAlN .s1,'e1TUF°' (RmuEsTaG WAEmL FGR REQUIRED 12 Wm END // • ��• ' - /_: : 1 20-H5e \ 1`\ 6 Too' 6 TRam PVNIED N OA GAPS 3b'GALPER / \ o NON-DbTVRBWCE JI t V V •;. •:4. \ AO. \ BUFFER ZONE _ - / iiq N '� r ' � I GL°cv I•. i B_IGH• D\\\ `\ Imo= THIS IS TO CERTIFY THAT TWEF(20) DAYS HAVE ELAPSED PROPOSED BUILDING Y\ FROM DATE OF DECISION FILE FlDNG OF AN APPEAL ____'3`T;?-1 MAP 35 LOT 20 I 2 FLOORS O 5,500 SF/FLOOR N/F GREAT POIJD CROSSING-' ; 5 1 FLOOR O 2,200 SF \ .' 865 TURNPIKE STREET 13,200 GFA - - - t 50-HSD NORTH ANDOVER, MA 01845 A EXISTIN\4 BARN DATE '',.... 23'SDE SETBACK/ I - 5- 5 -O 2,032 FLOORS/FLOOR - sop `` TOWN CLERK: m N A 096 SF CFA \ ° APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD - lP}xF0 nrl+cic W H DATE I I K 0A} tEDIRUNO LO 3.88 ' gnLK 00.1 T-IRiE FILED '.. 8-P.M i I-ZS 1-ARO X� g I 20 I I"ye 9-586 041512 t 10-HSD A HEARING i LOAM 4 HYDR05em IS-HSD ❑ ® I I \ ALL DISTURBED AREAS 10-H55 -___________ _,tlA / 5eo. 'I5-HSD -'__- . 17 I 5 MISC. REVS PER TOWN REVIEW CMT 2/18/11 o #� I �Gfypui=,WA - ----- _ O1G sAPf 4 ADD NO SNOW STOCKPILING SIGNS CMT 2/3/17 I / 3 MISC. REVISIONS CWT 1/17/11 CP E suc // I I ous— �' - 2 MISC.REVISIONS/SITE LAYOUT CHANGES CIJ 12/8/10 7 MISC. REVISIONS PER TOWN RENEW CMT 9/22/10 / -"' °°•Y "fie•' W l NO. DESCRIPTION BY DATE i�c `II'� d' \ .n, / -a REVISIONS m r 9-586 " FOR REGISTRY USE i W LANDSCAPE PLAN g �— - aez-TSEO ASSESSORS MAP 36 LOT 60 �� ' r t-eao-vn-uss 1003 OSCOOD STREET o NORTH ANDOVER, MA 01845 PREPARED FOR: _ _ 2 OSGOOD PROPERTIES LLC CERTIFICATIONS: `-----H-----__ '�D _ — o t)1 CERTIFY THAT iNS PLAN HAS BEEN PREPARED w - B+wst -- Z ONE A� / 865 TURNPIKE STREET.2nd FLOOR CONFORMANNCE NTT11 THE RULE AND REGULATIONS a THE NORTH ANDOVER, MA 01845 M REG15TOt OF DEEDS OF THE COMMONWEALTH OF OSGOOD STREET SETBACK u E_/ . t��� 44 Sllo Rood,S.H.OD. LOSSACHUSEITS. - �PUm VARIABLE WIDTH R.O.WJ 9 al.ea SGi.m,603 H 93-0720 03079 EXISTINCL 8'HP STEEL GA4 >— 603 BSS-0720 GRAPHIC SCALE =F= _ ( ) to MHF Design COOSUIt81Ht5-Inc. ENGINEER-PnIANdN;Ig....mRVEY0R5 DMWWG No. - d - SCALE: 1 20 DATE JUNE 17,2010 2302SPDWC ��—o p fgST) DRAWN BY; C ECKED B: P OJECT N0. SHEET NO: j CHRISTOPHER FLINCHIER,P.LA - MTE Q Q O L inch a 20 ft. CCC MSG 230207 - 1 6 DEAD 7.SX PREFERRED 75X PREFERRED BF LUX.SLOPE 8.33X MAX SLOPE PARING I1TILIT1'TRENCH HOT Bn.PAVE. SDEW J'MIN. NOT BR.PAVE. € 1 1/2 INCH WFARINO COURSE HOT SR.PAVE /WT BR.PAYE i5F PREFERRED ILEX AUIC „—SEE 2 1/2 INCH (ONLY IF WEARING COURSE - (TYPE C)1 1/2 ONCH (TYPE B)2 ALCM R WA I I EXISTS ON ROADWAY) YtFAfONG COURSE BINDER COURSE PARKIN EXIT WEAR KIN VAN BINDER COURSE RAP ACCESSIBLE 'Sx�EFQTREO I'Up SF TO 15F - WALK 4-�1D SAWCVT SLOPE 75F PREFERRED (( Ic 2ke DETECTABLE - __ IXrsnxo PAVEMENT RESERVED HANDICAPPED TRANSITION 8'MI LOW SIDE WARNING SIRIFACE c°o S ROADWAY N SEE DETAIL 6.5'MIN. 2' ° pp 0 oC 0 Q 2 °O ° op o 0 PANG 8'CRUSHED AT TOP OF h W - °oa GRAVEL BASE TRENCH OVER °•mo�ogq 4.6.4 SIGNAGE (ADA COMPLIANCE BIDE) 43' 1' °°O • UNDISTURBED MATERIAL 8 AC[649E PA1tIWG DACES 91/11 OE9QIAIED AS PESQiVFD BY A SOI�_4. t�Ra� I % ° Prow BG-2 1/2 WRB 5' 6'TP GOWN .°b SAGES° VAN/HALL E L TED SVE B•NN FLUSH WITH PARKNO 18'BAKK h PAYS PWL BE IDG7ED 50 THEY CNdNOT BE OBSCDRm BY A VF1rOE RUN GRAVEL . s.�,lqT SUPF/GE SURABIE BACKFNL PARKED N THE SPACE AN 5x TO 13 ON—SITE ACCESSIBLE RAMP PER LOCAL GODS. SU88 5E ”°R'E` B�"A AIFL VAAX 4•PROCESSED GAVEL HANDICAPPED SIGNAGE DRIVEWAYS NOT TO SCALE ° Q°p 1PRROPPOYSED BASE NO SCALE COMPLY WIN LOCAL CODE REOUWEWDITS ,V TO 6'SIDEWALK PAVEMENT DETAIL NOT TO SCALE PAVEMENT REPAIR IN STREET NOT TO SCALE - VAa gyp, o NOT TO SCALE - O �^ o.92.JO3'L .NOTE: _ YNIMUM LENGTH OF STRAIGHT CURB STONES-iB' TOOLED EXPANSION JOINT TO BE MAX) LENGTH OF STRAIGHT CURB STORES-6' PLACED s'O.C.Axo 1/2•THICK HANDICAPPED SYMBOLS FABRIC E7(PAN90N JOINT 20'O.O DLL. SECTION OF'DONE STAMP' 2 YA)OMW LENGTH OF STRAIGHT STONES LAD ON CURVES-SEE CHART VARIABLE SLOPE NO SCALE 43 (RDA COYPUWCE OIDE) PRODUCT TYPE:RAROKAPPFD DECALS O 0.2'H. PATTERN IN SURFACE - 4.4000/CLASS B PORIWB CEMENT INTERNATIONAL 51YBOL OF AC 17Y COMPANY NAME.WASSEIISIROM/CSC a DETECTABLE WARNING c\\ 233' ® IElEP1Wx0 No-14/-66977 1 CAYP6fi1 SU a SEE D— 40T,00-01 I CONCRETE PAVEMENT (DISPLAY CODMTIORS) ISOMETRIC EDGE DF WALK AGAINST — 4.J0.2 OVRACIER PROPCRIIGI (IDA W4PUANCE LS BLINDING OR IMSSfAPE SIT PA1I:Nan WIRE MESH RBNFORCEMENT �) ® ® LETTERS AND NUMBERS ON SYM SHALL HAVE A 110TH-TO-MORT RATIO BETWEEN /.PEA VAPoABIE SLOPE — LAID OINIG STONES OF STRAIGHT CURE (1Ox.SPACND 6'xB'-W2.9xWL9)SEE SBE PLAN 5' SEE PTE PVN WD ON CURVES IMAE HAVE TIA 3:3 AID 7:1 AND A SIROWE IADA COIN UANCT DE)BEIWL!1:5 AM I:1B 0 0 RADIUS FOR =____ SAME IHR APPROXIMATELY THE SAYE 4.J0.3 COMDR CONTRAST (RDA CQRIANC£ODE) :12 lUX SLOPE(-A (WIN) TRIANGULAR PATTERN SOME PATTERN SNORES WIN MAX _ _ OWACEAS AND SYMBOLS BULL CONTRAST VAIN THEIR BACKGROUND EITHER U RT (EITHER PATTERN IS ACCEPTABLE) SOVARE Jo0115 LENGTH y - SLOPED GRANITE CHARACTERS ON A DARK BACKGROUND OR DA41(OURACTFRS ON A LIGHT BACKGROUM S'MITI. nul OF'U WE SCAMP•PATTERN I N PRRF OR MOUNTED HE 16;-26' 1'- BASE d � CURBSHUWHT IXt �_�� 4.30.4 RAISED OR 6DETLIFD CHARACTERS OR S1iBOL5 (RDA COMPLIANCE(3t0E) SEE SITE P 28-41' 2A 8'COMPACTED ASPHALT PAVEMENT _ LETTERS AND TAIL M ON SONS PULL BE RAISED OR NOSED 1 0.8rtrII MNYUM ( CUB RAMPS MUST HAVE A DET[CTAIRi YaRNINAT 4Y-SS' 3' COURSE •• �2" ( ) FFA).VBE EXTENDING THE FULL WiOTH OF THE RAMP. 58'-eB' 4' - e a I I CRUSHED GRAVEL CRUSHED AND SHALL BE SWS So OUAA BUT N RAL¢0 OURACTFAS OR SYVB(XS SHAM AT -- �— THE DETECTABLE SURFACE MUST CONSIST OF RAISED - 69'-6Y 3' . GRAVEL - (FAST S/6" ALL HA HGH, BUT NO Or A THAN Y. SOnm) 9DEIIIED OWRACTFIRS WALK WALK TRUNCATED DOMES WITH A Dt4IETER OF Hg41UL 0.9 6' 9'+/-1/Y STANDARD PARKING OR SHALL PULL HAVE A STR01(E VDTH CF AT LEAST 1/(4' (Bmm SY1BOS OR 7 O O O O 97-11G 7 _ — FDR a CUPS iL LOT OR ROADWAY PICTOGRAMS ON PONS SHALL RAISED OR FDEINIFD 1/J2' (0.6m) MItYUt O a0 00 INCHES,A HE1GM OF NOIRNN.0.2 piC1T6 AD A OYEIt ND Y 12' O O O CUM-TO COMM SPACING OF NOMINLL 2.35 BANK RUN SECTION(SEE DETAIL) INCHES.THE TEXTURE OF THE DLI=ASLE WARNUI •� (YRA1E1. 4.J0.5 SY1BO5 OF A IIY(RDA COMPUALKE CURE) SEE WALK DETAILS F1115X WITH PARKING LOT SURFACE FEATURE MUST CONTRAST WITH THE SURROUNDING CONCRETE ACCESSBLE FACUDES REARED TO BE IDENTIFIED BY 4.I, SHALL USE IRE SURFACE(NIEGPALX COLORED YELLOW CONCRETE COMPACTED 9JBGRADE GRAVEL SUS-BASE INTERNATIONAL SYMBOL O AIXESSMIIIY. THE SYMBOL SNAIL BE DISPLAYED AS SHORN ACCESSIBLE PARKING RAMP OR YELLOW TI`E) N FIG. 43 DETECTABLE SLOPED GRANITE CURB / COMPACTED SVBGRADE 4.A a YOLWORC LOCAIM AND NIGHT(ADA wuPWJICF GUIDE) NOT TO SCALE WARNING SURFACE NOT TO SCALE INTERIOR SWGE PULL BE LOCATED ALONGMX LIE DOOR ON RE LATCH WE AND SMALL SIDEWALK DETAIL AT BUILDING FLOOR. r A Lm t T F�TWDN SY AM 66' D3TOmm AIM teT3mn)/IRO E THE NOT TO SCALE NOT TO SCALE is STEEL REINFORCEMENT BARS HOLOPHIANE LWNARRE ALPT-15 ANP-205K15 /3 SIEELL RENFORCnLENf - 150 WATT'H.P.S. - TES O 1'-0'O.C. - 380 X 3'BLACK CAST ALUM.FITTER 6 'nWR IMSE OTIERWSE'BEHIND Pi6F1 THE ACE OF CURB,V CENTERED IN T wO RN pU NDAT BE THR LANDSCAPE W to 1 AREAS SEE PLAN FOR UGIR POLE LOCATIONS. PLACEMENT t _ � •� 1•TOOL EDGES UGIIT POE BASE WITH COVER PLATE 4} 51 X 5'11 9a SIL ONECT BURY POST PRIME AND PAINT TO MATCH BLDG ,.� • -- -- .. "5uy V N�.• CRCUSE-FONDS WEATHERPROOF ,.- "+->'�` • I{r+ JUNCTION BOX PANTED TO _ `< ' "l _ 'F IVRO RUB FINISH aN—� •-•li' rM" NON5T6UKK LOAD MATC POST - { - - THIS IS TO CERTIFY THAT TWENTY(20 DAYS HAVE ELAPSED SURFACE of CONCRETE y.i�{I;. BEAR9RC c6atrt FINSFI GRADE _ tl E){ t r z FROM DATE OF DECISION FILED WRHOUT FILING OF Ml APPEAL FILL AND OTH Tw SHVODSO N u1 ;1}{k' 1'6.B�sE EXPOSED CONCRETE y.I� 1' FACE OF CURSING i 1 r 4 I t. DATE: ANCHOR BOLTS FURNISHED 1i SURFACES.PLANT . '.(1. AI.. WITH MGHTT POLL 80U SEE - ({ TalifoDTP)[pIL9W YE11AW ABGIE.GHAOE j •'`�i a}6. PROIECTKIN AND DOT - /]SAID.ftENEDRCEMEIRT� �' CIRCLE PER MANUFACTURERS ^ + _ Z PAVEMENT 5E5 a 1'-0•D.C. .` T. RECOMMENDATION, �_ ... +r TOWN CLERK: /—COYDIRT AT V_6' Z /6 ITEL REINFORCEMENT— BELOW GRADE BPRS - APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD NOTE. I EEO PVC TO RICH) AU.UNDERGROUND WRING CONDUIT ADAPTER R 10 BE IN METALLIC CO QUIT z RNXD COH6)UR } DATE RAID n_BKW _ Z_ PVC SCH f0 COROU - I VII{I. LIG POLE FOUNDATION DETAIL 3300 PP CONCRETE `° FILED HT CONTRACTOR TO INSURE THAT NOT TO SCALE q BOTTOM OF POLE IS NOT FILLED }' HEARING E '.. WITH CONCRETE. R a FILL BASE OF AUGER HOLE WITH u] I 1 WITH NO LANES' WELL GRADED - CARRIAGE LAMP AND POST NOT TO SCALE ,gT rz .-_. - . - ,. _.' 2 MISC. REVISIONS CMi 1/17/11 1 MISC. REVISIONS PER TOWN REVIEW CMi 9/22/10 NO. DESCRIPTION BY DATE REVISIONS - Drasibtonsiwtt(bh_lCO Idt.� lo�in0edire.FS 6i7�:10 'emswo-4 n4,y.IDA. 'g FOR REGISTRY' USE 6 OVG PRECUT + eK�"u,+ SITE DETAILS [CNC.W1ffII5iDP W/ (VAIN RAWAO t7666L603? ASSESSORS ArAP 35 TAT 60 P[olettl:GrkYn114tyn 1003 OSGOOD OOD STREET .. ipOG Oe(jeed 5t: - NORTH ANDOVER, MA 01845 o LK llnlpve. -HUT pA%CP,G PAVACE A ..... _ .. PREPARE/FOR: � BlSE AS SPECS)FD .. , ' - CERTIFICATIONS: YB uP OS GOOD TURNPIKE PROPERTIES LLC FLOOR 1)1 CUDDY THAT THS PLAN PAS BEEN PREPARED N o NORTH ANDOVER, MA 01845 ,.N WNFORMNKE WITH THE RUES AND REGIAATIONS OF THE R9IES y+� E COMMONWEALTH OF (_)t4 Bab THRU FREESTANDING SIGN DETAIL RE GTER OF DEEDS OF THE n AIEDSiq'APVMT, a FUNKG 44 Sill..Road,$Wh On• N MASSACHUSETTS. i.C(91G TO BE MN IB'LONG ON NOT TO SCALE �� ' _ M.J000 PSI ��I I Ij—I pA �[ - dViL L d S91Am,NEW H—prhin 03079 o 9 28 wIS i I I I h,-A ml I EPDXY eCNO:w TOM 1 A i= C (603)893-0720 Im+ NOTE: A SPECIAL PERMIT IS REWIRED FROM THE •PF to = ENOIHEERS•PLANNERS•SURVEYORS CONCRETE WHEEL STOP BOARD OF APPEALS FOR THE PROPOSED ALE MNF Design Consultants;Inc. -..hfdAAlgn... o FREESTANDING SIGN. J a NOT TO SCALE �•k SCALE.DRAWN BYY CHEC ED.BY:NE ROJECT NO. SHEET NO. / CHRISTOPHER FRANCHER,PLS DATE 23020Ei1.DWC CCC MSG 230207 7 OF 10 CONSTRUCTION SEQUENCE, NG - RQtr-- ST-ED HAYBALES 1.) CUT MID STNP AREAS OF PROPOSED CONSTRUCTION. 3/4-DIA S-ED SET FENCE SILT FFIJCE WASHED f 'IBALLS (HOB_) - - 2)ONSTML TEMPORARY SEGa9NT IJNO EROSION CONTROL MEASURES AS REWBRW, 4'VERTICAL FACE STONE _ 3.)REIJWL NID STOCKPILE TOPSOIL STOCI(PtE BiWl BE SEEDED 70 PREVflR EROSION. ' EMBEDDING DETAIL WA7BI LEVEL SET FEtKE ON 2'%2'SAXES A� �A 4. CONSTRUCT FAGGED DRAlJD.GE SYSTEM.PROTECT CULVERT INLETS A110 CATCH BA4N5 WITH SEDIMENTATION BARRIERS 5'O.C. 5.)PERFORM SITE GRADING,PLACING SILTATION FENCES AS REWIRED TO CONTROL SOIL EROSION. ANGLE FIRST STARE TORERO ~ PREVIOUSLY TAD BALE ^A 8.)SMALL UNDERGROUND VIRTUES. 1 12'DVa 0 - 7.)BEGIN TEMPORARY AND PERMANENT SEEIXNG AHD MVLCIYW,ALL CUT AND FILL SLOPES SHALL BE SEEDED OR MULCHED SECTION FINISH 3/4'D'A" IMMEDIATELY AFTER.TIER ODNSIBIICnoo. ORE OR ONTO WASHED 5 ONE (NO SCALE) GRADE B.)MAY,OR AS RECURRED,CONSTRUCT,NSPECE,AND F NECESSARY,RECONSTRUCT TEMPORARY FLOW .r•.r BOUn•D BALES PIKED FENCES AND SEDIMENT TRAPS WCWDNG MULCHING AND SEFDWG. "... ;•;.•y ON THE CONTOUR BERMS,DRVNS.DITCHES.5!U '4"`� • 2-X 2•STAKES 1 1/2'TO 2' W ME GROUND 9.)BEGIN E%GVAIION FOR AND CONSTRUCTION OF BUILDINGS v+ _ - I0.)PUSH PAYING ALL DRNE9 AND PARXNG AREAS 11.)COMPLETE PERMANENT$GANG AND LANOSCAPNO -={ DEWATERING BA 311V DETAIL 12.)AFTER GRASS HAS BEEN FULLY GERIANTED N ML SEEDED AREAS,REUGVE ALL TEMPORARY EROSION CONTROL MEASURES. NOT TO SCALE HAY BALE & SILT FENCE BARRIER rEMPORARY EROS/Ox CONTROL MEASURE I NOT TO SCALE 1.) SEDIMENT TRAPS SHALL SE NSVLLED AS REQUIRED. BARRIERS AND TRAPS ARE TO BE MAINTAINED AND CLEANED UNTIL ALL SLOPES HAVE A HEALTHY STAID OF CRASS iORFl11-SOiLEVAILATDA FTmAI 3'00.H 11-6oA,LVnWAloeroeM ro e.Y:vnLUAmeroear ropX 11-[O¢EVNA/nmREO¢N IoaM IRA-6o6 EYetWmBmeH - 2 MULCH SEAL BE LOMOS OF ACCEPTABLE HERSACEOUS GROWTH.FREE FROM ROWJS WEEDS OR WOODY STEMS,ANO 51011 nam.lnea A ac um-a rum.uxa • .J.sx»ems tm^m.um.tnna _ emv .. �mnm.,.ae x. _ Be E DRY.NO SALT GY SHALL BE USED. Rn 3. FILL MATER .SHALL BE FREE FROM 0-11,e O Refine 0-1f,Rrdn O e m 0-I&r dew �Ortalte Xnd 0-if, � ) MATERIAL SnUl.WOOD,ROOTS,ETC. -- Tk_____+rte:..asmr____ =,-,°'°°�-®-+-01 yMTl•°--"°` - a'+�+�_av>___v.euTS.L__rs_.___; •.m--.wr.a..__.__ wvanm• os-[ma>__r:" �cn.__+.�____!�s,.f a.___ 4.T STOCI�RID MAHAAS SHALL BE PLACED ONLY W AREAS SHOWN ON THE PLANS. STOCKPILES SHALL BE PROTECTED BY ay�m rew�al__nc.a2s'mV_. a�.wa�a. �.wn.a. -__ i9` uausvd.y.3_.u,.. 5£ rr_____ m,®aw.a ________P_-__._- CED FENCE AND SEEDED TO PREVENT EROSION. li1FSE lNE/SVRES SHALL REMAN UNTIL Ml.VATERUL HAS SEEN ___ _ wm[ra....�. gam_t-).Y [.*as®ra- m!� .sa--- _ team-- cn-- +>-_ ------- t.rwa.fx+L_✓-NSa,-e.n.-[t____ .__.._..._._._.___ _ ___ � �� - PLACED OR DISPOSED OFF SITE mev..sm»x .a. sr_ . .n:_________________________--.____ ores..___________________________ .w��°. vs�+rn.._______________________ __....._. _ __________________________ ______ S.) ALL DIPOUND AREAS SHALL 0 LOARED AND SEEDED. A M88 WJ OF 4 INCHES OF LOW SHALL BE INSTALLED WITH NOT tE55 � -- ew.____________ r.u+.wa.wmn.,m.______________________ r.:'..w...a+a-wa___________________ nu..w..am-+-u__.. . _ -- OtNE POUND OF SEED PER 50 WIYRE YARDS OF AREA wme.Y rx-� u-c.rsv.+- _ - n:..•,.. __ wrq�.>s_ xa nl_o-. SEW MIX SHAM BE EQUAL PMTS OF RED FESCUE(CREEPING),RONIVCXY BLUEGRASS,REIITOP.PQNENNA.RYEGRl55. M�nwris-w nmw.tE_s° e»„•...a mow__[• _______. eaa....a>�.__a° � uay...n... •. _-__•+ � a- pay®Ve, ]. AFTER ALL IXSTURBW AREAS HAVE BEEN STABRRW THE TEMPORARY EROSION CONTROL MEASURES ME TO BE REMOVED. sEAYAmxxoMEMOO• .. - 8.) PAVED ROADWAYS MUST BE KEPT CUEAN AT ALL TIMES, "'r,-�a°«�"..,� xm .. y°"�° - _ _ - Y.) ALL GTpI fll^,'ll RRETS MLL BE PROTECTEp WITH NIEf%201ECTION-SFE DETM. • sqm n.0 �'• a • v • a N ION ALL STORM DRAINAGE OUTLETS WILL BE STADWED MV CLEWED AS REQUIRED,BEFORE THE DSCIURCE POINTS BECOME raym ths[ O.r n t...sr a. r a. . , s• 1� '� DPEMn0NUL e r a• n m v u r > r �� 11.) ALL DEWATER AO OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT FILTER AREA - w,%.,a uravana ax ra,aa.vnc aos,ar xrleva[muarr$ - ' n ra oruC.a�aart vuae,rme o tan a•o•s a Mu t>xs a u ovn wee r•enu P-+.W ry ..aa�^e s-.+✓nev we JY ' apne.e.t>.+T ra.+r.tl�sK�• Mu-. ,.v r°r,n.a,f[.µSm _____.,c hex _ e••• r.r yeue.t.e apua�a _rp.e>e:8c llL___..•�aMNA�LL___ om•.-�+--..r__aw....u,v.�_..p.,.r.k•t* mrtu re_.mer.mnve ..,ge,.ara rr �u ___�`_--__ ra..a.,wm a sw,u x mcrnme 6• .aa.-w � r.au.uwaM rA � 'wneus cv�.m rw ac vrow� tar ra sa..cr auae s mroAn n x.m+sr re.rro rnsa+a ra mca n waa nwrnnv a r�i.v.m ra ea'v°p1iw®,mawua amain a�..r..��...,...fr------ ----------- ay.rr..d-�«,.M---- ------------ �...�...�:f------------------- a�.....��. _...._. STONE INLET PROTECTION � loRHT.roaEYn nYne eYH roaMT.[nAL A wn DETAIL-ON SITE z-r DA STOS 12 ww sat.EVAwnro 1 NOT TO SCALE 511'ALE m - 1..s„A[M..,.r.Aa .+.,a,.......x,e.......an a�.ea...wx. .,•• �."n.,.ww Jmrn,zmza.enmAawe-Nn 0,-rin Nniery On.rire Rhine ' On-sLe Rndne +'�M rw[.a -,e.»�_sm___oa..'., __.s .e_•,2.___. o..... -_�i__�m ___r�______..�wA�____. .�_a. .___ ra.•y� . - �+m�,� tr.w:1�•c..�.N.. __________ ayrl Po+euro Gate 'Valve "G" z A. - ?9_ 11.g 1458•.Ad4,,Iq 450OW•P6onet-500-232-4742•FAY8002823353 I IntemetAtlp•�itdcorp.eom d PROFILE g s P.0+VISIT, ALOE+YNE1. �- a° STONE CHECK DAM STRUCTURE OP a.stl• Te Me ea', •.0 NOT TO SCALE ,ff • ou v w W� ...nidu.... a'," m�..a.a -�-• SLLTSACK DETAIL-ON OR OFF SITE_ uoT m scAtE raoN! THIS IS TO CERTIFY THAT TWENTY(20)) DAYS HAVE ELAPSED FROM DATE OF DECISION FILED WTTHOI)T FlUNG OF AN APPEAL. ' aernoxa - ..atir:::u: tl `n�rx . ..L_ maa v - eN. � -__-._�a a .� -• {�5D'(mNJ� EaSnNG DATE: PAVEMENT - -- ___ I mr naT .. .ix. .`o. 6 ndn TOWN CLERK: tunas M.[o¢EYnw.voamnN - �� Or Coma FALTER CIATH� MOUNTABLE BERM _ rAErs PROFILE OPnONV OMr-rlle Nndnv py �� 'I C �50' (UN-) -t avl• �.nszr:�_Tt .,.a_,nc., F•-D t0' APPROVED BY THE TOWN OF NORTH ANDOVER PLANNING BOARD __ 24• •-.,�`,yrr�; I� -DATE '• ' .._ rare f. p PAVEMEM� - ------- lrm+a[.* Q ':;:J?•? _ - FILED uVARON MaLMOa• 'i rzxrzrc, lo' . ' �a�w P� PL4N VIEW 1.STONE Fat A STABILIZED CONSTRUCTION ENTRANCE SHALL BE 1 TO 2 NCH STONE, 4 -REVISE EMERGENCY SHEAR GATE VALVE COLT 2/3/11 N '• •� �. - RECLAIMED STONE OR RECYCLED CONCRETE EOUNALENT, 3 MISC.REVISIONS CWT 1/17/11 oi 2.THE LENGTH OF THE STA@1RFD ENTRANCE SHALL NOT BE LESS THAN 50 FEET. A B C D E F G H I T K EXCEPT FOR A SINGE RESIDENTIAL LOT WHERE A 30 FOOT MINIMUM WOULD APPLY. 2 REVISE SHEAR GATE VALVE DETAIL CWT 12/8/10 - I THE IHKKHESS OF THE STONE FOR THE STABILIZED ENTRANCE SHALL NOT BE LESS t MISC. REVISIONS PER TOWN REVIEW CAR 9/22/10. o TQ" 8*31311v 13'x22112- 133/4'111114- 3' 518' le' 1f 1l4' - S THAN 6INCHES gga a H N0. DESCRIPTION BY DATE N Y- s� pp 4.ME WOTH OF THE ENTRANCE SHALL NOT BE LESS THAN THE FULL WIDTH OF THE 2k 12' 8'X151/a' 1S'126112' I$1(z'.L 13314' 3' 3/e' IG•. I]112 t� 2 ENTRANCE WERE INGRESS OCCURS OR 10 FEET.WHICH EVER 1S GREATER. REVISIONS 9,p • - )SI' ^%18' 17314-132- IS A14'.16 1x1' 6' S. to 114' 161 11 0 9 K - S.GEOTEXTLE FILTER CLOTH SHALL BE PLACED OVER THE ANNE AREA PRIOR TO SITE DETAILS FOR REGISTRY USE e„ --_ T8' 3•.X 21 318' 21 Ue'A38314' 19 Its'122' 1' 518' ?2" 20 i s g PLAC NG THE SIGN.FLIER CLOTH IS NOT REQUIRED FOR A SINGLE FAMILY �- £ RESAENCE LOT. All PVC materiel Is.1/2'thick `.Stubs are SOR 35 PV male e g - ASSESSORS MAP 35 LOT 50 �a•��o-4*� -- EN7R ALL CE SURFACE WA BE PIPED B IENEAIHWR�TO OR DIVERTED PIPING IBS THE IMPRACTICAL.A 1003 OSGOOD STREET EMERGENCY SHEAR GATE VALVE DETAIL BERM WIN 5:1 ROPES THAT CAN BE CROSSED BY VEHICLES WAY BE SUBSTITUTED FOR NORTH ANDOVER,MASSACHUSETTS ... - THE PIPE - n NOT TO SCALE 7.THE ENTRANCE SHALL BE MANTMNED IN A CONDITION THAT WILL PREVENT PREPARED FOR: N TRACIONG OR FLOWNG OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE OSGOOD PROPERTIES LLC CERTIFICATIONS: - PERIODIC TOPORESSNG WIN ADDITIONAL STONE AS GONOMONS DEMAND MD REPAIR 865 TURNPIKE STREET, 2nd FLOOR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEOMEHI.ALL SEDGIENT NORTH ANDOVER, MA 01845 SPRIER,WASTED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED �y1e OF4(r._ N I)1 CERTIFY THAT THIS PLAN HAS BEEN PREPARED N A `[ 44 Stliaa Road,S.H.Om o REGISTER OF WITH THE RULE AND REGULATIONS OF THE NODE: PROMPTLY. M'ASSACHUSETIS. THE COMMONWEALTH •INSTALL E eEEE7 5� RISER B.WHEELS SHALL BE CLEANED TO REMOVE MUD PRIOR TO ENTRANCE ONTO PUBLIC ? DAVID R. g SDlam,N.W HOmpahira 03079 a _ STRUCTURE(SEE GRADING,DRAINAGE$MILIIIES RAN FOR LOCATION) RIGHTS-OF-WAY.WHEN WASRNO IS REWIRED,IT SHALL BE DONE ON AN AREA y V p n STAfaL7ZED NiRI STONE WHIGi DRAINS INTO AN APPROVED SEDIMENT TRAPPING S JORDAN a. r _ (803)893-0720 DEVICE. pY1L `7 - ENGINEERS•PLANNERS•SURVEYORS STABILIZED CONSTRUCTION eat fe MHF Deslgn CDnsuiE RTES,Inc. W.w.mhlaa[T9n.com ORAWINO N0. m ENTRANCE DETAIL' r SCALE AS NOTE DATE:JUNE t7, 2oto 23O2DE 2.DYC DRAWN BY: CHECKED BY: PROJECT N0. SHEET NO a NOT TO SCALE Z�d(u CCC MSG 230207 8 OF 10 C2W15TOPHER FF/NCHER,P.LS. GTE - CRO55 COIRffxi STREET tout k SEEL BR'C%S VAY e£USED PA4(5 WT eE VSFD -� a FOG GG/DE AoNSTVDLTs '� FW GPAOE AOAAIVDRS ryi.T TO 8E SEE W N-20 LN«tK OVRET T-BED-mm V :r^rs^:k,.. IGRA n aMO a 1rorrtlR /4 R£R 9 I TO %-StE ilelE W r.ya�T§';.. 8 SE AS FPSUE 4WTE, z4•FOG SxlaE . � SPECeIEO g AuVE k GW.TE r �". �\\ 33• mom lit e'$........................ vArLTau TB p ( i\ / ]o• PROP i2' z VCOVPACRD (WK UW 'MESHED• H000 / swa pETUL) ' ,z•,ms o d ouncT A e�PE PER aAY j!im R o a" (SEE DEEAT3 °- PROP 6' � II SA�(LIP) ':: •:: :': „ ..T ' DONE ° 0 O . BEWNG � �'.ff _ �y .` 3x' .• COVPaIENt R9 WTERW' 1 8 r E ' Jul(rau� TO DVaEO N FM w eEOROOC ` `, § 1.PA�EMS�'r cOrNFiTE uueroLE As t tY PLAN VIEW _ .. _ q xainsitrvnEO Br svPEteoR t•awcn CQYCiG,E O4.IPP PS FODU. TYPICAL TRENCH SECTION P 6 P•-0rD.P'S b 2.�Ea E 4.-P9 ' ,z•wANEl eASE 3 axxN x-20 Invx�.z FOR STORM DRAIN �° •- <r.. 5£411 --_--- t z a w.w.u. CW➢adprt Nor ro SCREE € 4.4/4 swop JOBf(5 SENfO Mm i ! - .[ 'i:J pp 5@ID DF 1'044 6UM RU88(A x DIP.) -t7 C: t.�3C45F CaNRETE GTCM 84581 f5 y Q G121 CASING i0 FYN£UTNC 0kT0. cMGD Br SI rERgR mNCRETE aT xaFSCASi W, t -y f✓Q R7N AOINKEO DRAeP1£55TEA15,wC.('MS'j N T PREDIFED it45 sEMYYVA DE«1 TO DEYIX41M1E MPfiOYFO E«1V_ * � -, 1_ °.NO SECEfM TO BE UenID As Y-0' Ins'RECaa7ENao NsALArNN w rts ANDUCts rW M aPNnu wPLIUTNx w AmrtpN ro z calcREre I,opO P9 AFBA xe MYS To. • Ap5'RECaIVEEAMiNk25,tiaAE WY BE OIHEA WMNEAL,SIA7E OR IDf svECSG.TIMS THAT AqE ].Riv6oifEiG N-M EE-O,4 z 4/4 x s § ` Rr'.}. 2.YNebIE siEPS a t2•D.C. s5TE4 YrtET U/LS OF E%GVAOW PEARR]R 10 MS A➢ft1GEKKL /D5 swF.VAD Or"TAl n NoT OrtE1RED m SREASEDE/M'. x sL10 TOP-W.5's o e'DC i.'✓,fartJ - IPS2 WlxxUi.STATE 0Y IDf SPELELITgNS.Yp 105 RECOVYLNpS i}Ur BASE REIXfdOr£e(IS 6E Ste PIIP J«xES Sf/3LD F1M t SERP Orl' B.P8E OPExatS C S(N As °- •A'CFYEIIr N4ElE NOTE FOG M«TNI:IL OEBkS,sEE IBS STD-i02 k STD-TOJ. RLKEX£O Ilm COtOLLTFD PRmR TO M NSrHUlgN M LAS'PRODUCES. ADS Yl5 NOT 4 «A anx REwaR suuvr. " �-i. - R£oIEO. SECTION A-A FRONT VIEW N7T110RQED.MT R BFMS ID RESPOxS8L1Y FOR,AYY RMSxWS,ItiERAl101ts OR DEY441Nx5 5.UCH C TO W1£IFTPN HOLES I 9.B'SV8 TOP AYABA9lE PROD T1G STANDARD°ET v-' ' 6.FA"sr]I s x To.<IAmm As NOTED. �3'J---.4(-0•w!• 3'I- - C1sMENT CONCRETE READ MAL-L• DBT.L/L• TRASMa3EO Aslile°RDZ3zi.u16'uTESr-1.1. cwle Wrtm NOT TO SCALE E mx WxP c Eo w a. LW E e s PRECAST CONCRETE UNDERGROUND STORMWATER DETENTION TRAT[ON SYSTEM TABLE P ro 9x 1mL a uIx sPo uG LEwT+M W10TH M spAo (YI) PPE SVE IN.PPE BOTTOM CATCH BAS SE`s PRECAST CONCRETE DEIENT)lljl LTRAHQN (o.C.IYP.) P(IICHLS) EIEV. mE. ROAD em '�•.A• 9 N2i ro Stu£ DRAIN MANHOLE YAB1M1-E«RAFTER 30'NOT INFILTRATION SYS-1 120' 15.9' 13' IB'PELF. 132.50 131.60 a 19.9'x 124' ro SCAtE H dF0 Conduit D2 ro x f116VN INFILTRATION SYS-2 60' 26.6• 13' 24'PFRF. 124.00 123.50 8 30N x 64' irvNA1 NSTHIAINN ®• srvuq:or DTYAnf Em' • 1'PC IliR-SY•11]V 1' SCHEMATIC SUBSURFACE DETENTION/INFILTRATION SYSTEM LAYOUT X-4 . (SEE Pµ4 rON UYaih SEE o 00.AW rVA¢Es 'N1.tt •L J W W J FPAIG Ca a SttNS SOWJ HOPE tt&.xOU! ¢ ��ErTT181L rRONr NE51 sOE IM1EW BOS W a ' -- __ (s•a�) aG„F" kA.Rnss sEA sTRV __ I i°'E rPc oP9xE lei o wrmnsxE(TrvJ sNart oi-SUTR-om6r sEPAGBaG _ ar anrmT(ui ADS xoo0/FTOw NOG •:• •l,� '; Pia ( Damn •d (OR m EQUAL) UTEtU1 HWOS A•N TRAPS Fdi GTCH PASM Nm YGIER �IY OW2,aA11ET. fat OI7Bt S - f =� towurc sTnucwRES stun eE NF 1wW.r1cTBREO s'.DEP1x-ss-lx Dw1. � DETENTIONANFILTRATION SYSTEM NOTES: RmB D h a nEt PiE P A V B:B S W OD DR PPOaXTS,PN. -- U49t FtRITI � ' 1. W4ET PM -SEF TA9E (MO). RO860 4 -]ITT/AC NSTA::atrw DrtA% u A BhY E�'vE HSa K£ , I 1)ALL SITE OR044M PIPE SH{LL BE ODRRui HIGH-DERSITY POLVEtIMFNE WE WITH SNND.WD"4`15,DULL WALL.SMOOTH - _ IOU SEE t101E T(x).FRL(BOO)'AI-BOOB FOUL G451RT W/P51 6DOl/A➢TI NFII° --J oR(eeB)]sI-TSas Ms SDE m.aaPa.wm DRY m Ix.T#) r r I •r @IIERIOR AS MANUFACTURED BY A'DS.9NO.,'OR APPROVED HSLLLL.UNLESS OTIIERiHSE NOTED ON PLAN. y T DaItID a OR PFE-eMR«,m EauL 1 CV55,O0.F WTERVL-A ,CUSS 1 M 0 WIERt•L ORiK:(A 2.111 HOODS S7M11 BE CaN(W7::RD OF A d/6S YOVI .- REx30RCED RS.Y COVPOBLE MM 6B CLL LMT EXIDWR 2)CONTRACTOR SHOULD COfIFlRY SYSTEM PARIS AND OBTAIN SHOP pWWFxS FROM WMIFACTURQL SUBSIIIVIIONS AND SHOP DR1WN(S PER/sB1 M321,uTESE EMIP. 4'Yat Fat 1x'-24'N-12.Ix•<0•He NI.�SEf TAaF AmE MM A wrvw 0.125'VuauTE nboatss. CNOG w/eaLT IX SHOULD BE APPROVED BY IKE ENGINEER. c019ACRU N PAIL B'LOOSE t1AS �fi•WPL FOR>0'-eO'N-,2 �, is ro 95x Ib1.OF VAX.SPo t: "� ].111 110005 SWlL BE EOUPPED RLM A WAIFATItIIT ACCESS (SEE pFEAE A) .- RLC aA^61]Fla SIG YYL9 3)PARTS SPECFICADO SHOWN ARE AS PROADED BY ADS,M.,OR APPROVED EOUQ-ANY CHANGES TO THESE SPECIFICATIONS SHOULD r j PORE,A ua.Pm+N.AAW:E,NN Av wm-53AIa1 AftiT A5 TON rO,F BE APPRO,ED BY DESIGH ENGINEER FOR PERFORMANCE. CONCRETE COUAA aN1E AYD{PAVE .ADS EM nW aUM4(SEE Wwx%AWNN OETAU O a�0 NNW e_rmYxL T&11 LIDS-� SECTION TLRL PLAY NEW aOETAVPFD BF OUTLET PP£SEE AS PER IIAWF/CfIFSxS god N RELfMWEAOAiNN. FJ2 0 TI0e1 nNNE I.u a nDeat LLYR.Ei 3M 6 PtWb6ALYp Sat]2.fi Sam WILL 5.THE BOTTW d-M NNW SNLLL Exirlm DOM.XAPo1 A Or /2 0.111ET 10E W,Oi SxxAD SS Po9Maa 0.ER 1K 4'I- INFE 12'BRAVA Y ^ -A-EIXPL TO 1/2 mE OUIiEt PPE dAYETEA MEN A •COVPRFSSED PPE pIW£Tq tlfAY]R/,AT HPE NO M r1 NET W VI EXE 5 3'-0'ID. S' WxWY a5«ME OP fi'Fai RPES<12'lO. C£MEEN IIWO(( LF fifl0w 1 aE St0.'X1Mdt SrSTd 6 A1T41E0 BY 0£OR N SE41� Q M INS-SPHaI Yr:M SWIl U(TF7m MHO.£1N00 BY , N0 SIRUCRmE TG E Dx•£AT. i¢LOePD VS P.00.ii Iaaslla,I-. ROTES: lyd0AA1 OF Y AID A LLABUtxI OF 24•If;p 1G to (ME DETLL B)IflyWUy jSRST(n,/S,Ut13,ISMSIe I. t.PAETAST CONCRETE W4N0.L AS t1A1ARC11NG0 m SUPrZeOft CD•,•FdGTE OR MPRO.SD EOVU. STRUCTURE WlHY.VNAINI7L OSTNICE FW m ATVG£CiVE W Br IraE(rF)ET sEtar(.DM SMO t°) GENERAL NOTES: 2.GOPAYEETE a,OpO Ps AFRR ze MIS. T.M A(S'NY OF NNE SIRUCiNiE M'HAE M NJW rs RuL1 - <iY ID. a W' ' I-TEO SULL BE I-ED SWOBI NID FREE OF Lo05E 1 PEVFORC9N:N-20 LO•AXG{%1/a%a W.W.U.SUB TOP-N9.55 0°•O.C. 6 6'. 1.'ALL RFFERDICES i0 SANG.STON£,aR GRIIA W1DW.ARE PER ASN 02321'STIM+RO F0.7LTICE FOR amFACINwN NSiILATIOx a UNOSRmBEO SMPVP 1«AiR SEN,E WO'N i SEPJ a 1•al 9B1'iL RUHBFR MA,-. Tom' lllFfOlOPLLSIIC PPE Fat SARAS NN OBEA CRAWLY FLOW APPtx%T%NS',GTEST Ea"110lL URw B.M HOW SITYL BE SEttPdLY ARW®10 STRJCBAtE s.EACH GsTNC ro WtE tAmD Hats clsr w. WALL wTiH ]/B•sAUaas sEEL SOUS uro iuEE � A°8�s BOLT THIS IS TO CERTIFY THAT TWENTY(20)DAYS HAVE ELAPSED j•' e.lDlGIN Alm«N4TER K TEE V41II xiw PPE. CQ-RSCBAM CASKET As S:FPI&D BY WnYIUCRMER. z. Au RErExWN A7D oEroLlBal srsTDts sHUE BE wsALLID RI AeeawLxeE.tIN Asia ozszt, uTES EDLT1ox Neo M uuRRAC1LmER's PLRIL7sm ExP,WSaI m:F(NA7BNn. FROM DATE OF DECISION FILED WITHOUT FILING OF AN APPEAL NSTALLATNN a10ELlVES. T _ (SES6TN g"DETAL) ExD OUH 9.VSTALAiIat i1LSiRULO0A5 SNYL SEE NPodSt®'RM 1 YEASUQS St10UD BE TANDI t0 PREVFNE M M+f8ArM3N a'WTNE ii\LS IRO M 81l.IOAL-Al,MG711Ga1RED.SEE ASTII Dztixt. tFILNRER slPftxD w5TNU1NY1 pTJESi/11ATWV IOr 1NBp SPEhF1GTNIH NR CIA55 I OA.WTF31'AL •CU55 i OR B WTER'AL SOUL.WCLUOE �'/' GEOTE-E FAHTN SOUL.BE VsV31 1401(M MPRO.ED CO.)TO PREY£NT M E6GAA1Nw OF FNES FROM TLC-B BOB.PROM PEA AS1Y OMI.UTCST EININY, a{'Inv.i0R 12•-z4'x-I2.42'-60'FC NSTN1AiY]N wSmucTlan W'ATFR 51«.1CN.¢ES DATE: 4 SAECT 8•LKFIL WTERPL COVPICIED N uAA B'LOOSE LrIS e"YiN.(OR W'-60•x-12 BJVC NRt-537NN 39rt APE ND AMNQt ro 95x ILL DF Wx.6PD - PRECAST CONCRETE c.aa-Rmsrlrr CR+mxB wi raw cuxET MTH Pu S. EQ n•MMNF THERE M TMNN HODOY rs VxSixAE Oft 1NLSaTABL:FpG NM-M.,M COPf1PXt0R 5N41 E%GVATE TO A OFTmI HEOU�En �°0'L•-• BACxPD �'-OF5FS 1YJ00 09/09/00 Nd£ TOWN CLERK:. ME GEOtECi9LGLL UYXNE£!i A!m RFPIAGE YmH SURFCE WTERW As SPECxiEO BY M GEOLECIORGL E»a++EEiL As Ax AUEreuTBE AAO Ar TiG rtryE� T�Y OUTLET CONTROL STRUCTURE•�OCS� o.3/e•s«saESS slm ears. . sPE�w,TwN AA.v aSCRflIOEi pF ra(£OTECHNGL EBKAtEl M TRENCH BOTTOM WY BE SNb872E0 l�N A GFDTEXRE Wl£fBll.ALL DEI£RTBWS OR utMTA94E TYPICAL RISER AND C BANOUT DETAMS Ha To sGLE E.ABf?roR sIRiDS V5 Pau+E 161:6ei2 ��Tt'tl aUY.•��S�YaA (ILL WIERVL SWil BE R£1NhF0 BnDw rHE 1P£JNH WT04 URQ xVNE WIERLL 6 E7:COtRREREO. HOL TO SCHt Q 6ETE t& Sift B WTEPoAL s BE CLEAN COWACT Sum.THE WNTRILTOR SNUL MADE DDCUUMATION MR WTFN4V.SFE HCAI`KYI 10 . EI.GfiEER. 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