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HomeMy WebLinkAboutApplication - 566 MAIN STREET 10/4/2013 �,aerti VA ¢^rATtDretN* � 'ACHU 4 0 PLANNING DEPARTMENT Community Development Division Special Permit-- Site Plan Review Application Please type or print clearly. 1. Petitioner: Raymond Santilli, Assistant Town Manager Petitioner's Address: 1:20 Main Street, North Andover. MA 01845 Telephone number: 978-688-9516 2.Owners of the Land: Town of North Andover Address: 120 Main Street, North Andover MA 01845 Number of years of ownership: ------ 3.Year lot was created: 4. Description of Proposed Project: Construction of a, modern state-of-the-art School Department administration building, with 34 parking spaces, and associated gra.d .2-_ storniwater managmenet, lagdsc_ap ng and utilities 5.Description of Premises:_ __._-__.....______- 6.Address of Property Being Affected: 566 Main street, North_Andover MA 01845 Zoning District: R4 _, Assessors Map:______ 58B Lot#: 37 Registry of Deeds: Book#: _Page#: 7.Existing Lot: Lot Area(Sq.Ft): 68, 190 SF Building Height: Street Frontage:,,,,,, 908 ft Side Setbacks: Front Setback: Rear Setback: Floor Area Ratio: Lot Coverage:._-...............-- 8.Proposed Lot(if applicable): Lot Area(Sq.Ft): Building Height: Street Frontage: �_...._..... Side Setbacks: Front Setback: Rear Setback: Floor Area Ratio:_.------- Lot Coverage: __ f 1600 Osgood Street,North Andover,Bidg.20,Suite 2-36 Planning Dept.,Mlossa¢husetts 01045 Phone 978.688.9535 Fox 978.688.4542 Web ww w.townofnorthandover.ton ° 9. Required required by Zoning Bylaw): Lot Area 0So PU' 43,560 SF Building Height: 35 f t Street Frontage: l Side Setbacks: 25 It Front Setback: 30 ft Rear Setback: 30 f t Floor Area Ratio: Lot Coverage: 10% 10.Existing Building(if applicable): Ground Floor USu Ft.): #ofFloors: Total So. Fl.: Height: Use: Type ofConstruction: 11.Proposed Building: F Pt] 7,380 SF . #ofRoo[� l Ground |�nr��. ,c� Total 8o Ft 7,380 SF Height: 24 ft to ridRe Use: offices Txom of Construction: wood frame w/6cick veneer 1l Has there been a previous application for m Special Permit from the Planning Board nn these premises? |f so,when and for what type ofcnnotrUction?,—_____ 13.Section mf Zoning Bv|0wthat Special Permit|sBeing Requested 14.Petitioner and Landowner e|Qnutum/n\: Every application for Special Permit shall bnmndenO this form, which is the official form of the Planning Board. Every application shall be filed with the Town Clerk's office, It shall be the responsibility of the petitioner to furnish all supporting documentation with this application,The dated copy of this application received by the Town Clerk or Planning Office does not absolve the applicant from this mspoOeiN|Uv. The petitioner mheN be responsible for all expenses for filing and legal notification, FaiIure to comply with application requirements, as cited herein and in the Planning Board Rules and Regulations may lt in a dismissal b the Planning Board of thi |i tio incomplete. Petitioner's Signature: Print or type name here: Ra iond ti' i As. 'stant Town Manager Owner's Signature: Print or type name here: Andrew W 15.Please list title of plans and documents you will be attaching to this application. Cover Sheet.... C-5 Site Details Existing Conditions Plan of Land, Photometrics Plan C-1 Layout and Materials Plan Al Floor--a-nd Roof �_lans C-2 Gradin&-and Utilitv.. Plan-­-, A2 Buil!�jn_g...Elevations and Sections C-4 Site Details PdElle -5 of 6 1600 Osgood Street,North Amlover,Bldg.20,Suite 2-36 Planiflng Dept.,Massachusetts 01845 Phone 978.688.9535 Fox 978.688.9542 Web www.towno,fiiortliaiidover.com r "niVr k nh hilly. n i� i3? � i SITE DEVELOPMENT PLANS ... ..........M . '�q s 13k�1 ae SCHOOL DEPARTMENT � E OFFICE BUILDING a 566 MAIN STREET r K NORTH ANDOVER, MASSACHUSETTS e ds�. DTI �.C3td OCTOBER 3 , 2013 f t.,rp arse be0V90 Sle tdlVn qe, Locus PLAN NO SCALE OWNER The North Andover School Department 1600 Osgood Landing LIST OF DRAWINGS North Andover, MA 01845 Cover Sheet ZONING TABLE ZONE: ReeLdantall 8 (116) Existing Conditions Plan of land ��E` acan�°'p@' REQUIRED PROVIDED ARCHITECT C-1 Layout and Materials Plan WIN.LOT AREA 113530 9f b9,19°SF. h1IN.''RO\STAGE I i 550 FT ?150' C�-2 Grading and utility Plan N. `I°E YARD M 25 FT N A Kang Associates "IN.FRO YARD 30 F7 ao' "IN.FRON7 SE73.AC'4 30 FT 136-9" i 339 Boston Post Road C-3 Planting Plan MAX.COVERAGE 209 .1.4% Sudbury, MA 01776 C-4 Site Detail MAX 9L-1 DING HEIGHT 35' s >35 PARKING: C OAF.5°%,tit RER 300 Sq FT(GFAI 26 SPACES 34 SPACES � C-5 Site Details CIVIL ENGINEER AND LANDSCAPE ARCHITECT Photonletries Plan IDeVellis Zrein Inc A-1 Floor and Roof Plans P.O. Box 307 A-2 Buildings Elevations and Sections ? Foxborough, MA 02035 www.develliszrein,com E E THE LOCATION OF ALL UNDERGROUND U7IU77£S SNONN ARE APPROXMATE AND ARE BASED UPON A PARTIAL"CLO SURVEY AND ARRA ARaN OF �. PLANS OF RECORD. THE DESIGN ENGINEER DOES NOT WARRANTY ---246-- °--- ONE FOOT CONTOUR / FF NOR GUARANTEE THE LOCH NON OF ALL UPOKS DEPICTED OR NOT ?I'�Ip DEPICTED. THE CONTRACTOR, PRIOR TO COMMENCEMENT OF CSTRUCTION, 92yor SPOT GRADE - + SHALL VERIFY THE LOCA77ON OF ALL UDLIRES AND CONTACT D1ONG SAFE Q DECIDUOUS TREE(a 6-DIA.) / AT 1-666°34[ 723J slr. BT7UMM'OUS l _ ALL UNDERGROUND U77L7TY DATA REPRESENTS RECORD / INFORMA77ON RECOVERED THROUGH RESEARCH MTHOUT CONC. CONCRETE y / SURFACE DEMARCA77ON NOR SUBSURFACE VERIFICATION, I COP EDGE OF PAVEMENT DO RTr BERM 7EMP()RARY BENCHMA NOT' FFE FIRST FLOM ELEVA RON I I I z IBM j DESCRIP77ON ELEV. Ci.F. CHAIN UNK FENCE RU Untfry POLE ?q� // ! 1) PK NAIL IN PAVEMENT 100.00' CB❑ CATT,HRASIN O'. I "/�/ 7 ! � 1 7• Y �rn1 \' to LOT ARA !!`� 681190 ;.F.± r N NO7ES., / ! 7 IMPROVEMENTS DEPICTED ! f 7 GRASS�REA / ! 1 T 1 HEREON AFRE CS SURFACE TAINED FROM A PAR77AL LD SURVEY COND CICO DPI 4" 77 !f /l 7 If AUG. B, 2013 BY SULLIVAN ENCINELRING GROUP,LLG. 2. THE LOCUS PROPERTY DEP1C7EV IS LOCATED IN ZONING DISTRICT R4 3 lN£LOCUS PROPERTY IS DfPlCTfO AS LOT J7 ON THE RHW OF NORTH ANDOVER ASSESSORS MAP 568. 4. THE LOCATION OF ALL UNDERGROUND UTILITIES SHOP&ARE APPROXIMATE AND ARE BASED UPON A PAR7AL FIELD SURVEY ANA COMALAVON OF PLANS OF RECORD, THE DESIGN ENWIVEER DOES NOT WARRANTY NOR GUARANTEE"THE LOCATION OF ALL UTIURES DEPICTED OR Nor OEPIc7Ea. 7HE CONTRACTOR,PRIOR TO COMMENCEMENT OF CONSTRUCTION,SHALL VERIFY THE LOCA77ON OF ALL UTIURES AND CONTACT DIG SAFE A 7-666-344-723J. i / / \ Y 1z• 1 / // / / /" ! / f J 7 / / A THIS PLAN DOES NOT SHOW ANY UNRECORDED OR UNWRITTEN EASEMENTS WMICN MAY EXIST A REASONARLE AND DILIGENT A77EMPT HAS BEEN MADE TO OBSERVE ANY APPARENT, NSIBLE USES OF THE LAND;HOWEVER, 7HJS DOES NOT CONSTITUTE A GUARANTEE MAT NO SUCH EASEMENTS EMSt 6. THE ELEVATIONS OFFIC7ED HEREON YXRE RASED UPON AN ASSUMED DATUM. CJ ` g�V3ti CRASS'AAEF !I i ) I ! 7. THE LOCUS PROPERTY 1S NOT LOCA7EO NTTHIN A FLOOO ZONE AS DEPICTED ON THE LATEST ft 00R INSURANCE RATE MAP. 1 xv 04ASS AREAI I 4 BIT.taut.54RFACC FIRST FLOOR Oi DRna7NTAl APPROXIMATE y1 SEAFR s£ / BERL" } • / -.s" - _ 7 CE LOCATION AT.CONC.SURFACF / / smw(flor FOUND) rIAC:`,1 // / /J - - ti I 1 T / 1 SROMI ON SEVER FDLE CRASS ARE W1SATUE I I �.y/y /f/12•c�' If / /` /f /! // /La A'/ LrrcHT / 12'!.'7 // fr' CRASS ARE1 / } / / f / / / .i ! /GRAS /AREA !' .... l } i /47,6'/ / �' _ f � 4 - �9a��/ / / / f� 1yf / / �= I 1 \ \ I 1i f 1 I \ \, �� � 9l• 1 � � >J T G / S S'44705"y/ 1"01 BRAIN , ` Rw7,.'�.�5\ \ t� \ X14 ' ALAI Li.64 BIT. C.SO ALK ,'DI DRAIk �O�pMH I�7i. \ Rm73.la r / ) ! Y DI DRAIN w 1 t ` r f Patens{elf Pere i / / ti fo67.1i' Owr DFI�! 6TT.CONG SrOEWALN 566 MAIN STREET R ea.aD' OSGOOD STREET — — — — �12 W— _ — EXt=G CONDITIONS PLAN OF LAND NV-axle' LOCATED IN SUN 6kH NORTH ANDOVER, MASSACHUSETTS Ex.15'sewer Mc}e SUN Fx.15"saw r,u m (ESSEX COUNTY) PREPARED FOR TOWN OF NORTH ANDOVER SCALE. I"= 20' DATE.AUG. 26, 2013 PREPARED BY cRA SULLIVAN ENCINEERINC CROUP, LLC L£f f"=2020'' SCALE, 22 MOUNT VERNON ROAD FEET 20 p TO 20 40 BD REMONS BOXFORD, MA 01321 ` 6.. - __-'- -- (078) 952-7871 SHEET No. 1 OP 1 LAYOUT AND MATERIAL NOTES ::., .,:;:. ..,•...; 1. EXISTING CONDITIONS INFORMATION IS REPRODUCED FROM THE SURVEY PREPARED BY SULLIVAN NORTH ANDOVER ENGINEERING,BOXFORD,MA AND IS DATED 26 AUGUST 2013. 2. T SCHOOL. HE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE EASED ON THE SURVEY REFERENCED ABOVE.THE °l� � - ——_••�•",•,•,— —,,,,,,.,^——��_— CONTRACTOR SHALL NOTIFY DIGSAFE AND THE PROPER LOCAL AUTHORITIES OR RESPECTIVE UTILITY —'�- COMPANIES TO CONFIRM THE LOCATION OF ALL EXISTING UTIIITFE5 BEFORE COMMENCING WORK, ANY DEPARTMENT DAMAGE DUE TO FAILURE OF THE CONTRACTOR TO CONTACT THE PROPER AUTHORITIES SHALL BE BORNE BY } THE CONTRACTOR. BUILDING j \ 3. CONTRACTOR(s)SHALL THOROUGHLY FAMILIARIZE THEMSELVES WITH ALL CONSTRUCTION DOCUMENTS, / ! \ SPECIFICATIONS,AND SITE CONDITIONS PRIOR TO BIDDING AND PRIOR TO CONSTRUCTION, 4. ANY DISCREPANCIES BETWEEN DRAWINGS,SPECIFICATIONS,AND SITE CONDITIONS SHALL BE REPORTED /j IMMEDIATELY TO THE OWNER'S REPRESENTATIVE FOR CLARIFICATION AND RESOLUTION PRIOR TO BIDDING '4 \ OR CONSTRUCTION, S. ALL WORK CONDUCTED WITHIN PUBUC RIGHT-OF-WAYS SHALL CONFORM TO THE REQUIREMENTS AND T, /�� NORTH ANDOVER, MA SPECIFICATIONS OF THE TOWN OF NORTH ANDOVER,MA. ' 7 \, 6. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND ALL DETAILS CONTIGUOUS TO THE \/ \., \\ BUILDING,INCLUDING SIDEWALKS,RAMPS,UTILITY ENTRANCE LOCATIONS,WALL PACKS,CONCRETE DOOR PADS,ROOF DRAINS,ETC. ,. 7. ACCESSIBLE CURB RAMPS SHALL BE PER THE MASSACHUSETTS ARCHITECTURAL ACCESS BOARD(AAB)AND _ THE AMERICANS WITH DISABILITIES ACT(ADA)ACCESSIBILITY GUIDELINES,WHICHEVER IS MORE \J�' STRINGENT. ,,,((( B. THE FOLLOWING IAYOUT CRITERIA SHALL CONTROL UNLESS OTHERWISE NOTED ON THE PLAN: R� 7 "•>" ALL DIMENSIONS ARE TO OUTSIDE FACE OF BUILDING. /�- ALL DIMENSIONS ARE TO FACE OF CURB AT GUTTER LINE. `(�`�/ ALL RIMENSIOMS ARE TO CENTER OF PAVEMENT MARKINGS. -\ � ,� _ ALL TIES TO PROPERTY LINES ARE PERPENDICULAR TO THE PROPERTY LINE UNLESS (� '? r \ , OTHERWISE NOTED. -� ✓ '� / 9. FOR LAYOUTANU DIMENSIONING OF BUILDINGS,SEE ARCHITECTURAL DRAWINGS. 1 10. SCREENED IMAGES SHOW EXISTING CONDITIONS. WHERE EXISTING CONDITIONS LIE UNDER OR ARE `���" ��? CEMENT CONCRETE SIOEWALK'rYP. IMPINGED UPON BY PROPOSED BUILDINGS ANDIOP.SITE ELEMENTS,THE EXISTING CONDITION WILL BE REMOVED,ABANDONED AND/OR CAPPED OR DEMOLISHED AS REQUIRED. f N_ 20 �:' 1 LEGEND PROPERTY LINE CEMENT A CONCRETE'`. 0.. SITE LIGHTING . '� 550EWALK CEMENT CONCRETE PAVEMENT ' VGC VERTICAL GRANITE CURB 14 BREAK G'' i O REAK CURB �r \ ' F SG- --1`\ SLOPED GRANITE CURB .-1C"'C INTEGRAL CONCRETE CURD f�'.. �., y .•L� '$ ``�J C1F ujq nn E� lYgY � s �Q�Gj )V R I{Iyllp rA cS ���'t � \V�y�' c 4ryf1YEI 1..5 No, f37231 as ,?. 6 B TUMINDUS 1'k �f DRIP STRIP/ 11, t -y CONCRETE P 'i V PAVEMENT TYP. TY ] la6m HANDICAP \, / r 3 PARKING LAY `1 t AND SICN S l CMf En .Lzndvwpa ArcNVecwre [7UMPSTER PA6 SHED $IIs I i 5EGMENTAE 1—devems—Inca CEMENT AND ENCLOSURE y. \ RETAINING � 4 \CONCRETE '„ 1 W,ALL W.SW)4IA59) j WALKIIAY TYP.I 1 \ ---__ _'Violu, DeVellis Zrein Inc. _. ...... BITUMINOUS CONCRETE BITUMINOUS CONCRETE SIDEWALK 0SG00D M TEH"N E S LINE GRADE C E AND GRADE STREET G WALK OF EXISTING WALK -�__�__--__ __ __,..,_ ---------'-------•------ --- LAYOUT AND MATERIALS I PLAN SCALE: 5"=20' pe', 2GIS•141 FlLE: 2GIS I4I M _ l oRnm�: __. . cw 1 DIEGIW: IAZ GATE: GRADING AND UTILITY NOTES NORTH ANDOVER 1. EXISTIIIG CONDITIONS INFORMATION IS REPRODUOED FROM THE SURVEY PREPARED BY SULLIVAN ENGN£ERING GROUP OF BOUFORO,MA AND IS DATED 26 AUGUST 2043. SCHOOL 2. PRIOR TO THE START OF ANY EXCAVAT1011 FOR THE PROJECT,BOTH ON A40 OFF THE SITE,THE CONTRACTOR SHALL _ NOTIFY OGSAFE AND BE PROVIDED WITH A DIGSAFF NUVOER INO:CATINC THAT ALE-EXSTTHC UTILITIES HAVE BEEN LOCATED AND MARKED. DEPARTMENT 3. CONTRACTOR TO ADJUST UT3I.ITY ELEMENT MEANT TO BE FLUSH W.TH GRADE(CLEAN-DM'=S,UTILITY MARHOLBS,CATCH BUILDING BASINS,INLETS,ETC.)THAT IS AFFECTED BY SITE WORK OR GRADE CHANGES,WHETHER SPECIFICALLY NOTED ON PLANS OR NOT. 4, ALL CONSTRUCTION TO BE DONE IN'ACCORDANCE WITH TOWN OF NORTH ANCOVER DEPARTMENT OF PUBLIC WORKS — STANDARDS 5. ALL WORT(TO BE DONE WAThIN PUBLIC RIGHT-OF-WAYS SHALL CONFORM TO THE REQUIREMENTS AN)SPECIFICATIONS N' NORTH ANDOVER, MIA OF THE TOWN OF LlRI ANDOVER. i & THE LOCATION'S OF 4%1STING UNDERGROJtID UTIUIIES ARE 5401 1.11 AN APPROXIMATE WAY ONLY AND HAVE HOT HEEN T � NpEPENDENTLY VERIFIED BY THE 9riT:ER OR ITS REPRESENTgTiVE. THE CONTRACTOR SHALL DE1ERyEINE TX'EXACT r / r' / LOCATION OF ALL EXS71NG UTILITIES BEFORE COMMENCING WORN,AND AGREES TO BF I LLLY RESPONSIBLE FOR ANY - / AND ALL DAMAGES WICH MAY HE OCCASIONED BY 111E CONTRACTOR'S FAILURE.TO EXACTLY LOCATE A11D PRESERVE ALL UNDERGROUND UTILITIES, GRADING AND UTILITY LEGEND 7. THERE AN EXiSVNG UTI'_3TY IS FUND TO CONFLICT WITH THE FROPOSEO III THE LOCATION,ELEVATION,AND S+2E O"TH'E URLTY S1iAli BE ACIXIRATTLY DETERMIfIE9 WITHOUT DRAY BY THE CONTRACTOR,AM)IHE INFORMATION / (/.' _ ———— FURNISHED TO DIE ENGNEER FOR RESOLUTION THE CONFLICT. -:'�- - Y PROPERTY LINE ol 5. THE CONTRACTOR SHALL ALTER IHE MASONRY OF THE TOP SECTION OF ALL EXISTING DRAINAGE STRUCTURES AS i , T;i /, t+ , --•--•— LIMIT OF WORT(LINE NfG_SSAR7 Ff#i GRANGES IN GRADE,AND RESET ALL W0.1Eft AND DRAINAGE FRAMES,GRATES,AN)BOXES TO THE %' / / I j")+` T- ' r' F, .- 1.., -.....-.-...'. PROPOSED RI SURFACE GRADE. 4. THE CONTRACTOR SHALL MAKE AUL ARRANGEMENTS FOR THE ALTERATION AND A9•AUSTMENT CP AU_GAS,ELECTRIC, J t 4 V i SEWER UN_ TELEPHONE,AND ANY OTHER PRIVATE UTILITIES BY THE UTIJTY COMPANIES. /f VII. CONTRACTOR SHALL 11AINTA'N,DR ADJUST TO NEW FINISH GRADE,AS NECESSARY ALL U111J1Y AND SITE STRUCTURES r G�Jj•` ,y4 DRAIN LINE SUCH AS:LIGHT POLES,53GN POLES,MANHOLES,CATCH BASINS,HAND HOLES,WATER AND GAS CATES,HYDRANTS, V - `l ETC„FROM MAINTAINED U11LITY AND SITE SYSTEMS,UNLESS OTHERWSE NOTED OR DIRECF'U BY OWW\ER'S REPRESENTATIVE. —yy--- WATER LIRE 14. ALL SERER PIPES SHALL BE PVC PER ASTM DCO34,SOR-35 AND AS11A 01784 YdTH RUBBER CAS(ET JONTS. I`,eE j,TS��. %� J i-• , x E9�� I/ A;: �j C— GAS LINE Q. SITE UGHTI MG IS SHOWN ON 11-IS PLAN FOR COORDINATION PURPOSES 0\LY. REFER TO ELECTRICAL PLAN'S FOR EXACT TYPE AND LOCATION'. �(�. \�j' /i� � 3'3 I / Y r 1 UG-E FA UNDERGROUN7 ELECTRIC, �c__ 13. REFER TO ELECTRICAL PLANS FOR SECTIONS A40 DETAILS OF THE UTILTY DUCT BARK. [ 1FLET'HA4E,PRE ALARM T•e 1 , a Ts9 PROPOSED CONTOUR 14. AREAS OUTSIDE THE LIVITS OF PROPOSED WORK DSTURRED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED MAJOR LINE BY THE CONTRACTOR TO THEM ORIGINAL CONDITION,AT THE CONTRACTORS EXPENSE. CONTOUR MINOR LJNE s , X 112 PROPOSED 15. REFER TO ARCHI ECTUI PLANS FOR PROPOSED LOCATION OF UTILITY SERVICE STUBS AT DUILD'.NG. 36. TRF LOCATION,SITE,DEPTH,AND SPECIFICATIONS FOR CONSTRUCTION OF PRIVATE UTILITY SERVICES SHALL B£ r L -H00.50 SPOTORAUE INSTALLED ACCORDING TO THE REUIREMEN'TS PROVIDED BY,AND A°PROVFp BY,THE RESPECTIVE UTUY COMPANY - ,� f ° r (GAS,TELEPHONE,ELECTR�.CAL.) FINAL DESIGN A40 LOCATIONS AT THE BUILDING WILL BE PROVIpEO BY THE ARCHITECT. cui,Ai DAP Il THE CONTRACTOR SHALT COORDINATE THE INSTALLATION OF THE UTILITY CONNECTIONS I THE RESPECTIVE E%ISnNC WATER `'�; Y ® CATCHBASIN COMPANIES PRIOR TO ANY UTILITY CONSTRUCTION. ,SERVICE Al TFS� �' ;yI%- /' 'r rr f! WAIN j 47. ALL CEMENT LINED DUCTILE IRON J01HTS AT FITTINGS CLASS 52, VALVES,AND HYDRANT LATERALS SHALL BE f 1 7a ( ) ./r /Y 7 s- � � � k 8'0� T ` DOUBLE CATGiBASIN MECHANICAL JO'�NT WITH NEOPRENE GASKETS, JOINTS AT OTHER LOCATIONS SHALL BE PUSH-04 TYPE VATH NEOPRENE }/ J�F OA SYNTHETIC RUBBER GASKETS. ALL WATER GATES SHALL O?EN AS PER CITY RE QI REMENTS. ALL WATER UNES i- r ' <i ! ,.•I , �h�l! b1',' f' 1 SHALL HAVE A M!H',MUM OF 5.0 FEET OF GROUND COVER AND A VIN'MUM OF 10 FOOT SEPARATION FROM FIFE SEWER N AI AREA DRAIN SYSTEM. AT WATER AND SEWER CROSSINGS,THE WATER LINE SHALL BE ENCASED IN SIX INCHES OF CONCRETE FORA DISTANCE OF 10 FEET ON EERER SIDE D=THE CROSSING. 11I.OE A 12' ► FLARED END SECTION IRE PROTECT AND MAINTAIN EXISTING ON--SITS DRAINAGE STRUCTURES ANO PIPES UNLESS OTHERWISE NOIED. DEEP 5701:E 19, WHERE FRO?45:.D GRADES MEET EXISTING GRADES,CONTRACTOR SHALL BLEND GRADES TO P�@OVDE A SMOOTH PLUUCe P00'_ TRANSITION B£IV,EfN E%kSITYC AND NEW WORK. PQ40:NG AT 1HANSIDON AREAS W'.LL NOT BE ALLOWED, //; -- i" DRAIN MANHO:E f.'I pYRl�p 5TPoP STONE 20. EO4 RACIGR SHALL PA14TA'N POSITIVE DRAINAGE AWAY FROM ALL BUILDING FOUNOATIA45,STRUCTURES AND PJ+NTING / - S9)ALL A Qs SEWER MANHOLE /� /Jr �I �j1 ..L BEDS. 21. MAXIMUM SLOPE IN DISTURBED AREAS SHALL NOT EXCEED 3:T+,UNLESS OTHERWISE NOTED. i / � a' pI 'I z Y'lGD WATER GATE ....` '. L f(Q r .F9y 22. ENSURE ALL EXISTING(TO REMA''N),AND PROPOSED MANHOLE COVERS PROPERLY IDENTIFY UTILITY EERACED. �� e-,f ��, <' - .i; J�y •00 -1 ---A-»r---c:ECx CAN -y 9 V Tw NY40 HYDRANT 23. CONTRACTOR SHALL VERIFY EXISTING GRADES AND NOTIFY!OWNER'S REPAESENTATIY:OF ANY DISCREPANCIES. / - / i� � y (yQ QS� ,I '`' '' � •3' - 24. BITUMINOUS CONCRETE ELEVATIONS AT CATCH BASINS TO BE 1/4 INCH ABOVE HIM ELEVATION SHOWN FOR CATCH. t \�,, Q '��+ ` {+ {,",_ 1,`; T5V<• TAPPING SLEEVE AND VALVE 25. SCREENED IM0FS SHOW EX•SRHG CONDITION'S, WHERE EXISTING CON31110I LE UNDER OR ARE PIRNGED UPON BY / T y ^A` Y-" PROPOSED BUILDINGS ANDI SITE ELDENTS,THE EXISTING CO4OITION WILL HE REMOVED, ABANDONED AND/INK 1 TELEPHONE MANHOLE CAPPED 0[i pEF1O115H%0 AS REQUIRED. V. • ® ELECTRIC MANHOLE / r C I ,na PI, MI ErgnKft Y €T T� 3 lL + l`i�L nalcspe Ar n unu e IN % :tI r 3h i `b Y Ig t J'j NP 9x307 \ // l .s.1 i ,4qh- 4, l j, \ i. :-1 \�• y �_.'. .` `!t \ iE7:,EP.I1N d?33Z'!i'- y-,i Id.SOB.193.fl583 DeVellis Zrein Inc. " , i 'F 40;l , : i 1 y r , i OSOOOD n q, f'.' .A STREET t4� �k � s Yy�'_r 'k ' GRADING AND .......... E c E LI'.. __ _-- ------- - PLAN ZF;�11 No.372 �1 ' II I " B'T'U f"..��il� t\C'• ROB:- 2G IS.141 �• - ��y�—r _� 2G15-1R1-Uh r HUXE ,/ MTF. W 100.19.13 .... .... i ! I PLANT SCHEDULE NORTH ANDOVER SYMBOL I BOTANICAL NAME COMMON NAVE QTY SIZE COMMENT a. a,l SCHOOL ».hs _..rl el i , .u,,, c -" 1" _m.;l[l.;'..l'i..3,•^^'xF.7E_! -,3,:{{...,,.Y]L''x.li_! �7Ei3'.:, fSEGIdJ0U3 71ZES AR ACEft RUBRUTA'OCTGBER MY' OCTOBER GLORY IdAPL 9 3-3 3 2"CAL +— — DEPARTMENT GT G DI411 TRIACANTHDS'INERIA:S' THORNLESS 80REYL000ST 6 3-3 1/2"CAL. MAYMAL TREES -_ - .�,'� BUILDING Bd BETULA'NIGRA'RIVER JACOUEBOHTI BIRCR 3 - S'LGLT35 N ILEX NESERVAE'BLUE PRINCESS' B_UE PRI4CE55 HOLLY IJ 3p-36' WA HYDRANGEA LIACRD?HYLLA'ENDLESS 6VIA#£R' ENDLESS SUNHER HYDRANGEA 7 24-36' RE RH0606ENDRDN SOULE D2 NEIL- NHITE RHODODENDRON 1 16 24-36' VD ViBURHUM Dzk7kHU4'BLUE BRAY LSUEEL`J' ARROMMI)M83UNUH 5 30-36' NORTH ANDOVER° ! ` f MA PEREPiIA!S AVO 6R0U WG 'ER PLANTING LEGEND % / � G0. CM1 iTgllllC PLLIrtIN6 htrffefn\V1 OOO6W1LtBYW(I'ING / 1 i 113 :� ��/ •t. - � eveAauae nee x ,.;,\ f osaouousmee /- i"•� �X LAWN � LAVIN z ..f u 4aT! f "y .p. f t ` NATIVE FIELD �. GRASS Aw 13 F 7. L is .. A�b \ / X NAME HELD L. mg SS j Land PHnnlny CO Engneer4ly I` ✓l - 2 j ` WA ..I 1 �t7^-.` a Fa sLand>-ape!htenure IN-A bO zFCx —th,MA 3wrrvd...gl nu- q tel 508 39 DeVellis Zrein Inc. - ........... i i ( V rr ` K.,A$..Y ,:I PLANTING PLAN ks I sine: 1°=26' ws; zGLS-Lax UPA 2CIS-141-LM TAZ Cm 3 OW,WH: IAZ OATS: L0$2%13 NORTH ANDOVER SCHOOL '74'EXPANSION JOINT WITH DEPARTMENT PRE-MOULDED FILLER RECESS / FILLER MAX UNLESS OTHER JOINTS SE 30' D.C. X.UNLESS OTHERWISE BUILDING NOTED.PROVIOE EXPANSION JOINT WHERE PAVEMENT ABU- r6 v STONE SWALE,SEP DTAIL STRUCTURES,VERTICAL SURFACES, BIT,CONCRETE WALK 6° f I!2° 1 1 4' ypT y�b�, AND AS NOTED.SEAL ALL BIT.CONCRETE DRIVE IU-� 2° 1 1/4' P AN ULFEL EXPANSION JOINTS SYITH APPROV-EC 4'WIDE STRIPE L MODULAR CAPSTONE UNIT WATERPROOF SEALANT LINES,TYPICAL ---- TOO LED CONTROL JOINT y' SURFACE COURSE _ �1 TIMES THE DEPTH OFTHE i �TYP]CAL 4'-O" / SLAB,W17H2°WIDE SMOOTH B]NDEaCOURSE PASSENGER CAR �c - MODULARCONCRTEUN[T NORTH ANDOVER/ MA STRIP ON EACH SIDE.LAYOUT HANDICAP SIGN,�1 o ACCESS AISLE AS INDICATED ON PLAN AGGREGATE BASE TYP. 1 PAINTED ICON, FIBERGLASS PIN,IF CONCRETE PAVEMENT CO RSE N _ P.SEE DETAIL _° I� REQUIRED l-i WHEEL-°- 6'X6',1.4X1.4 WELD STOP,TYP. ED WIRE j 1 ,a MESH REINFORCING.2° }O 1,,,_.._TYPICAL HANDICAP 12"THICK MINIMUM MINIMUM COVER PARKING SPACES FINISH ` ] y i COMPACTED GRAVEL L 3"WIDTH WHITE GRADE BACKFILL AGGREGATE BASE COURSE A SKID RESISTANT ,- ---DRAINAGE PIPE,IF REQUIRED ° VAN -i� m F-VAN ACCESSABLE PAINT SYMBOL IN �s. _ HANDICAP SPACE "''%' ACCESSABLE BLUE SKID 6`MINIMUM COMPACTED ! —� HANDICAP S[GN RESISTANT r GRAVEL BASE COMPACTED SUBGRAD£ ('-- CURB AS NOTED PAINT FIELD COMPACTFO SVBGRADE COMPACTED SUBGRADE NOTES: NOTE* PROVIDE LIGHT BROOM FINISH PERPENDICULAR TO THE TRAFFIC FLOW UNLESS OTHERWISE NOTED 1. INSET i TION OF INTERLOCKING SHOULD FOLLOW THE MANUFACTURER'S RECCMHENUATIONS AS SUITED TO EXISTING 517E CONDITIONS CEMENT CONCRETE SIDEWALK SITUMINUOUS CONCRETE PAVEMENT HANDICAP PARKING LAYOUTAN❑SIGN MODULAR RETAINING WALL TRANSITION'"-- CURB .'',..•� .•. ",.,,,.`.. FACE OF CURB .... :- .. :.�."..:'.: VAN 1A.4 ALTEKNArL � ' R PANEL ' i. '7! " FINISH GRAD EXPANSION 1DiN7 ` REAR a ti - 5llR€ACE VARIES 6^ --�`--°'-'- GRAk1TE CURB CHAMFE EO SID SEALANT ANO CHAMFERED SIDES AT TpP RAIL +m� VERTICAL CU B FACE OF CURB,7YP. FRONT — ALUMINUM SIGN PANEL FLUSH MOUNTED TC — 24"DETECTABLE FINISH GRADE -' SUPPORT ONNE TI FRONT,TOR,AND FLACK A3 REBAR,2"COVER,TY CONTROL]DINT PANEL II VISIBLE CONNECTIONS SHALL BE FULL WfL OROAOWAY� WARNING SURFACE ' GROUND FLUSH AND SMOOTH S FLUSH CURB CONTROL JOINT----- � `BOTTOM_ _ --. PRESSURE-SENSITIVE VINYL GRAPHICS LET i TRANSITION ! 6"X 6°,W1.4 x W1.4 WIRE -- _""' RAIL STYLE AND COPY TO BE APPROVED BY OWNI d NOTES: CURB - 8^• MESH REINFORCING,2` REPRESENTATNE 1, RAMP CROSS SECTION TO BE THE SAME AS ADJACENT fi's COVER,TYP. SIDEWALK;1.E.DEPTH OF SURFACE AND FOUNDATION. _ 4'' CONCRETE PAVEME I•RAJ' ---- 2'SQUARE ALUMINUM POST � O 2. DIMENSIONS ARE SUBJECT TO CHANGE IN FIELD, ALL SLOPES - AND❑IMEN51ONS TO COMPLY WITH A.D�A,AND MAAB _ 't*11� FINISH GRA DE FINISH GRADE 3. REQUIREMENTS. Ir AGGREGATE BASE COURSE ¢' q MATERIAL VARIES,4. PROVIDE EXPANSION JOINT AT TOES OF RAMP AND AT BACK '�', SEE SITE PLAN OF WALK AT INTERFACE OF CURB. - --CONCRETE TD ---CONCRTE FOOTING -��''�I I MEET PAVING _ TOP OF CONCRETE FOOTING 6"5. PROVIDE HEAVY 6. PERPENDICULAR TD FINISH ON TRAFFIC MP AND SIDE SLOPES I�{ 7II _ r �� s BELOW BASE OF PAVEMENT Q IMAI7 A G�1 7. MINIMUM WALK DIMENSIONS ARE FROM BACK OF CURB. COURSE � (� 1y�y_TRANSITION CURB LENGTH AS REQUIRED TO MEET CODE. COMPACTED SUOGRADE 1 COMPACTED SUB13RADE Lll ITy H, FIXED OBJECTS(I.e.UTILITY POLES,HYDRANTS TC.)MUST NOT � T CIVIL ENCROACH ON ANY PART OF A WHEELCHAIR RAMP,INCLUDING COMPACTED GRAVEL p! r.�TRANSITION SLOPES. 8° 10^ BASE IMO.37231 AT NO TIME IS ANY PART OF THE WHEELCHAIR RAMP,EXCLUDING AGGREGATE BASE COURSE e CURB TRANSITIONS,TO BE LOCATED OUTSIDE OF THE PP CROSSWALK. CURB CUT WITH FLARED SIDES VERTICAL GRANITE CURB INTEGRAL CONCRETE CURB HANDICAP PARKING SIGN -----MOLDED WOODEN CAP WOOD OR �' REFER TO a'IJAX LAYOUT ANO MATERIALS PLAY FOR OUVPSTLR ON NS�Q'I -------- 1".4"CEDAR BOARD "i 4.C.{TIP.} METAL STAKES , - _ FILTER FAHRI fej133IS9E Z 1 iillll Lmd%>�Ing,CMi E,Vjneeringy ly Z Uln pe Arlh a ure 3'GALVANIZED STEEL PO57S 3"O.D.GALVANIZED STEEL r-� pr-.-� p LEI! T Po Box 707 WLTH FRESSED DOME CAP PCiAPP SYFTH PRESSEPDDME Fo 6arongt4 MA (TYP.} I'": t, derodr:reln.com ^ly, PoI�Ii{ t�takili` d.soe.ass.essl -I--- SCORE ONE Z'x 4'CEDAR BACKING RAIL V-111_11 F� /� FASTENED WITH GALVANIZED DeVef]lis Zrein Inc. ADJUSTABLE CLAMP WOODEN 15/B' BACKING CEDAR _ }^x 6'CEDAR ..,._".---."... ----) PLAN TOGETHER fD DIR0.SOH OF STAKES %12"GRANITE FINISH GRAD CURB I I FASTENED WITH BOARDS O N 5HIpLAP TWO 2'x2°x3'WOODEN SURFACF-VARIES GALVANIZED STAKES PER BALE FINISH I I ADJUSTABLE CLAMP sl'S HEAVY DUTY CONCRETE PAVEMENT (TYPICAL) ;a GRADE I I - - BALED HAY OR STRAW (BALED WITH TWINE) CONCRTEAT BASE-- .�,. I V lE5 —EMBED BALES A'INTO OF CURB I _i I I - 15°CO�YCRETE FOOTING I �Y GRADE STOCKPILE i a (TYP,) 'r REMOVED SOIL AGGREGATE BASE COURSE V t I CONCRETE FOOTING LpCATP.6' II ?'� DIRECTION 1 BELOW PAVEMENT COURSE II OF RUNOFF COMPACTED SUB GRADE - I € •4°I—DOLLARD I I' - I BOLLARD .I I_p• _ S _ 6'CONCRETE I I I -. PAD -6°x 6"TRENCH WRAP FILTER FABRIC UNDER, BACKFILL TRENCH WITH EARTH SITE DETAILS SHEET SLOPED GRANITE CURB DUMPSTER PAD DUMPSTER ENCLOSURE HAYBALE WITH SILTATION BARRIER SCALE: ZITS JOG: 213IS-141 HH' 2GI5.141-D D1EIXE0: T [A2 (�• BATE: 10.3.13 NORTH ANDOVER 1 11A NOTES: SCHOOL AC I.BASE SECTION SHALL BE - MONOLITHIC WITH A 48°INSIDE BR. DEPARTMENT ONOL 48'CIA.MANHOLE 2.ALL SECTIO45 SHALL BE BUILDING 1 D N DESIGNED FOR HS-2Z LOADING. B V (S TE TOP SEAR (TEEL L REINFORCED FOR 115-20 3,CONCRETE SHALL BE LOADING) COMPRESSIVE STRII 46GO PSI ]L TYPE H CEMENT. --SURFACE Y FINFSH GRADE 4'UTA " TREATME.W ,4Y 4.�z L•"55�' 5HALL 8LYNST INSTALLED AT 2"O. (VARIES} ° NORTH ANDOVER,SHALL E FULL DEPTH AT l2"O.C. _ MA SEE NOTE 7°-'– FOR THE RILL DEPTH OF THE Cj ) 1. ------ F I-I STRUCTURE. E-`I .. 1 A-- IH11S Of yk ?� t—DEPTH VARIES --- NERD tr Gl� STEPS, NOTE 4 5.ALL EXTERIOR SURFACES SHALL BE GIVEN TWO COATS OF WATER-PROOFING - <, q" m LS SEE NOTE S MATERIAL - 4—COMMON HILL/ 48"UTA FLEXIBLE WATERTIGHT ORDINARY BORROW SHELFTO REBRIG(LAIDFLAT A7 �' GASKET OR SLEEVE 6.]DINT SEALANT BETWEEN z AFMN EDGE TO Be SET V A SLOPE OF 2"/FOOT PRECAST SPCT7ONS SHALL BE e. Le1EEl.WrrH FuAED EkD e f DllTLET PREFORMED 04ML RUBBER. 4'-V 8N ATiDN PRICK CHIP AND MORTAR D Dyq.V � s -0 4. ERT E EY y . . OR CEMENT CONCRETE 7.STANDARD SEINER MANHOLE •' 4 0 °PAECASTfUREP NDSERIPNM FILL R'P, FRAME SHALL BE SET IN FULL I �- - 5100E I:1 PAM N L l2'COMPACTED MORTAR BED,AD3UST TO GR0.0E L' " c - _MW 4E L RAW WITH CLAY BRICKAND MORTAR(2 d (—HAND TAMPED ____ _ PAOTEt N"t 5 BRICK p-��= j BRICK COURSES TYP3CALLY, s E3 HAUNCHING fY HIY� COMPACT - INVERT TO BE INVERTED ARCH COURSES MAXIMUM) BU8GRA SMITH BRICKS LAID AS STRETCHERS AND ON EDGE. e – < COMPACTED BEDDING sECnovaq - L°CAuSHEO 5WHE COXPA VD-- 8E0031'G I3/4°G10AEI 12° sVecPAnE ENERGY OISSIPAT9N (TYP) COMPACTED BOIn SUBGAADE SEWER MANHOLE(SMH) UTILITY TRENCH FLARED END SECTION S2" STONE Ell SC LRS. MIM. 40 Les. MAX. TO BE HAND SET (NOT DUMPED) 'A WIDTH AS REDID 9 I"MEXICAN BEACH STONE FOR INDICATED DEPTi kOVL9HANG PER DR BLACK RIVERSFONE H PC 1'-O" 2"x8"PRESSURE ° TREATED WOOD EDGE N — 2°X4°STAKES SCREIYEO FI_TtR FABRIC °° ` °, ° <p TO EDGE �' 11Id � L�IIll�� Q �rI SOIL SEPARATOR F (MAX.) WRAPPED -I'�I=III.-III.- I�-qq� A� Ir' ° II II 4 COMPLETELY AROUND PIPE _ 2 4�l lwlty -A B'PERFORATED DRAIN CIVIL (tti COMPACTED SUBGRAPB S 3'q" TO tY1" COMPACTED CRUSHED STONE IN 7 IMPERMEABLE EARTH i CORE �- I(Al , u DROP STRIP STONE SWALE Land Pluinlng,CMI Ea4ne a g. �Hgg,;5+a :17i7 Lxnds Pe AYaNluL ) �{ PIt tt i _fl_l�01,598393,6363 a'-a"wasHEO sravL DeVellis Zrein Inc. 1 A'4 ELIf PLACED 31ASHE0 STONE PLUNGE 4'POOL - �' FLOWN SITE DETAILS SHEET STALE: NTS X]E: 2GLS-141 F DRAWN: IAZ 2GS-14 �—� oPAwN: ]u l>✓EOIEB: IA2 BATE: STONE CHECK DAM f Vim- °Oufd4or LunRnalre scfwduk --.. ,,.-- -,-__ _ -8y-W f t71y Labe! Drscrlpllo-n Arra9t'rticnl i Arm Lumens.lamA 4-F F1 me 4 B4 BVSOY N4 7 MAN. 51NGlF--- 1.9.._,.,�l2600 P 72P i P72P 6V501 ff4-775M-?>2PT2267 ---- \ 2.1 1' 2 33.1 02 '... •6, t� Lumfnafre mra(ran summary :............ ........_ _ .' LumNo- Label X Y f, t7rianl TIII 0.9 •1.6 •1.4 2.1. •1.8 t.2 1.5 ',X1.6 10 0.7 �0,7 0.9 23 �,34 •2.7 1 1 ,\\ ! I d4 3200.25 5184.25 i6 270 0 � 2 84 32875 51735 t9 23 0 . _ '• % -•`_�.. \, 3,. 03 31M129 5141 5 ,1 T6 8076 0 w 20 �;45 4.0 67 3,4 1 3 II/ 06 0.9 0.6 0.3 0:4 0.7 1.1 •},3 •t.1 16 0.7 '0.5 -_ - �) 4 i B4 3320.25 5122.25 i9 202.f72 0 -.\ t \� 5 B4 32H8.5 5051 t i8 BO 0 'CJ`$ •0,4 10.4 0.2 0,1 02 '-"0.4 0.6 0.7 0.6 07 109 •43' Y �) 0.2 02 01 0.7 01 •0.2 0.2 02 03 x'0.6 0.0 2.1 *2.3r 0:1 -D:S 0 I 0.2 0.5 •S.2 3.2 WType Avg AV9?.h allo-n S]Im �, , 18 w a _. 3 � ,t. _._ ?Un+ts _J Max Mirt n MariMFn_ - Illumrnanre Fc L32 6J o.i 13.20 67.00 01 o z �,� b a. c. ..... .. .... ___ 24 FEE T :_ 5 14 �p 3 % \ OMNI-'LITE. INC. z V +- @ j FN#7a 27a23Po,RFAXx 78 72 9 Ga s , a w�a o Andover School Dept. ............................................................................. 7 �} i .exX FEET omn an aver sc oot ept OO.a 9124120 13 Robert Robert DeSantis__ THESE DRAWINGS ARE FOR CONCEPTUAL USE ONLY AND ARE NOT INTENDED FOR CONSTRUCTION. VALUES k REPRESENTED AREAN APPROXIMATON GENERATED FORM DATA SUPPLIED BY LAMP MFG.AND TESTING LABS. : y - eP DGE VENT _ ASY!1A!T y f -FIALT - f 5.`SI4GLE5 SHlNGLr5(NYJ\ ..._. LIPPE2 LEVEL PVG OORNIGf - - -� PVC CORkICf _......_ .,.... TOP OF nme =-"""` TR)VB FYP) _ _ TPJMS(TYP) T � � U _ VAIN L � 7. _.._.._ 2 SWOK Cit'P1 I-T&F Of PLATE FOP OF FLA7E 4 Q 6iC1 E li O F O O �I © � O � CJ f1WY FIB'_RGL eL93.LEVEL _-_ --- PIBERGL I _ _- - 0 JI l'ANp01f5 = _ § EMlA69L00' 9DEM 6 LINTEL 4 SILL(TfT') VINPD5V5 0- -- CASY 570NE (TlPI FIBERGL GOL(fYFI `_MAIN LEVEL -- UNTEv+SILL ..'""` -- O O 89,00 --- NORTH ELEVATION WEST ELEVATION O zmo 61 WOGS VENT A5F IN F `f PVC CORNICE ✓�AlY Y WN5 r,.F') (7YP}�1 UPPER LEVfI °-°°m, - UFF O LEVEL TOP OF PLAYS 70°OF PLAYS - FVC CORNICE 1 'a MA+N LEVEL --- M5(31?) ® �DOWS I , �CI_+SIU_ © .O- z PI8°RGL I SRI[(((yPl CAM 570\'C PIBERGE TO?OP PLATO - -- �,:J G)�) - .. ` -COL(Il'P' B z BECK¢rym7 z z Z z UPPERLEVfL --� (Typ) - - UPPERLEVEL PIBEAGL COL Mr) ❑ r FIBFRGL rte,, EL 93.00 _ ClSY S`ONE 4VINDOlVS w MM"LEVEL _ -- ul:YU a SILL mP) (Tm7 � � � EL a9.aa L SOUTH LEVATION EAST ELEVATION 0 z O N Q z_ UPPER LEVEL UPPER LEVEL ® �� Q § TOP OP PLATE I:TEL TOP OF MATF OAF Or PLA7C P Ly �`` 6 I� NECH SiORAGf n 21D 200 OPEN `'' �/ CONFERENCE A5$T SUFF UPPER LEVEL � k EL 93.00 COR)iIUOR EL 93.00• E 11 2 113 i OR MNN LEVEL FIAIN LEVEL L / OPEN OPEr! f!59.00' EL 89.00' ��_ 5 TRANSVERSE SECTION G LDNGITLIDINAL SECTION pATE: 10-0-13 i I I E 1 ! I E MAI-N LEVFL 6U I LDI NG TOP OF PLATE O ELEVATIONS CENTPAL SECTIONS 114 1 I O OP[N MAin LPL j EL 89.� i .� TRANSVERSE 51=CTION NOT FOR CONSTRUCTION AZ