Loading...
HomeMy WebLinkAbout2013-11-05 Planning Board Supplemental Materials (5) INTOIR / o ..... �A�RE LEaEn� I IE NE"' DES,IN ENINDER,DD.D At 11.E1 11TE1 oAR Pe ao O IID D1111" " >,MATE D TnEE 1 AWS r>I D,�L / IN OT Att�,t,T,ES AND roNTACT D,I N,EE en. ennui 1 ALL UNDERGROUND UTILITY DATA REPRESENTS RECORD clNC clNCaETE oa INFORMATION RECOVERED THROUGH RESEARCH WITHOUT x SURFACE DEMARCATION NOR SUBSURFACE VERIFICATION EIP DICE G vn VDn+DNT es en.eEw✓ TEMPORARY BENCHMARK CHART ILL Tires,IIII ELE.I. A i TBM,y DESCRIPTION ELEV c.IE c„A,N uN,r rENCE �. w uTiuTV IAIE / yad' 0 ,, T t ca❑ CArLweASYN O e o Sh t"k o / LOT AREA / `a 68190�,F. NOTES AT .11 '1'1"'E' IT IN I IIE­11 EA/ IE I O I 1 O1E"'1 a T11 EEOAE M."00 EME I,s,R,c,R< � j a� IE Att T,t,T,ES AND 1ANTAxT D,O ED 17AtI AD I INENI A11111T 1A,'E""DE DIES NIT Co__',A IIARANTEE T AT NO"IN MENTS Ewn 5�P T re� I,TEST 11_1NS RANI��D MAP RD I""A 1000 EONS As DEPC D ON T„E � EIre re�.�rv0=Ore., I � sEPION : c o.o. / m reax MA��yt / e[LL Iii rvc sureracc LOC^�on e � s+ovm oN stvca Gan ­11 A11A / / cW /sane us T 0 ca a m �q / .rem eaEd ,re. x0 / - 5331, 8'W a 1_1-IN, 311 55 S35'12 40 _ 10 117 W ., .soEwtrc z 02 0 oanry �nMa ,Nw 05 a �S �� irec[uvm, e� w to $R pg wo lam _ -,acrtnVm �.n' `P r w I w ' awn -sT.se — — — — — re.oa' 3 566 MAIN STREET 83iB 05G000 STREET — — — —,Tw— — — M7S7INC CONDITIONS PLAN of LAXV rvv-e�+e LOCATED IN NORTH ANDOVER, MASSACHUSETTS (ESSEX COUNTY) PREPARED FOR TOWN OF NORTH ANDOVER SCALE' l"=20' DATE.AUG. 26, 2013 PREPARED BY GRAPHIC SCALE 11 SULLIVAN SULLIVAN ENGINEERING GROUP, LLC FEET 20 0 10 20 as 10 HEVEYON3 �(see)�aszae szl SHEET No. 1 OF] J 4v f�f � I �t 1 i 4 0 _��--_- ---- w North Andover School Department North Andover, MA 11 . 15. 13 DeVellis Zrein Inc. Wd SIVI'd]iVW a� an 000060 1-33LUS °°° °" 3a�s n -------- ---------------- au�uiaJZ sipanad'— ---- ------- --------------- „,,,, A NI \ mo Nn' 11.. IdIn e11—N— .I- \ na1an�an s1 nN3a«dd� oa o 5—d III N.Il—Ild.a. IIV o—NI 3n sNO,, pu »3-11 ..HI III)d N3931 a-- J ­n,m 111... --n—o ommosnaw,a amvmonm— 's a3 0 35„,a3H o IV \ oti y Nld 111110 a3ON3s1111310 s=3; I--no——„1n„o,Ili / .......3..a,..INI3n,nI un, 111—11 1110N IQ N110I 11110 INO-11-IS VW"2i3A00NV H12iON / III On JNIa�Ifl9 \ as—noo,Noion inn 5w3 % ,w„,'onnao ,e n our�3s E �s�=�ao��rn��n� 1N�IWl2i dd34 11 3 aoe38„dnsINI..nda3doa_ n,nano V'o nn 3n,o3nn, , o .3no,3........ ...x.„d,oyou — -------------- os3,,o „�o,L3aova3 a,3, '."'N �OOHDS o9,a oa35,83aH ,,0 553,,,, a, oa9a3a ,os o,d o,3H Eit1Z 1Sn9ntl 9z a31tla VI"NV tlW aao�,(oe 9NIa33NI9 J3 'd]AO( NV H12iON „=sa3ada3aa,3 a s3 woad.-C)aa3a=,no d ao, =I—IN.,INU=,I y SDION�VI2PIVW ONV inakv� GRADING AND UTILITY NOTES Ell'NO DONDHIDNS INFORMATION IS REPRODUCED FROM THE R EY PREPARED BY SULLIVAN ENGINEERING GROUP BE NORTH ANDOVER ANN I AT" OR TO THE STAR T 2O,S SCHOOL LOCATED AND MARKED BC B ROWDED NTH A DIG,SEE NUMOER INDICTING,HA,�L EYInING MLHIES HA REEN DEPARTMENT °';.�k.'IS �E�D ASESNiE WORK I,°L ITT ANCES(CLEAN OUTS,EG1��i�MANHOLES E N Pi�S BUILDING BARNS iNL 0 OR NOT S REBECDOAINSDTTRUCUONT 5 OF THE TcwN of NDRIH ANDOVER. RIGHT of WAYS SHALL CONFORM TO THE REGURIEMENTS AND SPECIFICATIONS \ NORTH ANDOVER,MA DEPENDENLL,'RUIN BY THE /° LOCAL IN IF AN UNDERGROUND ALL oEUR o"ES"Y aEOOCCns ONES AMY PN"nENCO`NTrenc ORRSAFA`RE 10 ERASILT LOCATTESAND PREsErevE ALL 7. NMERE AN EXSING UTILITY 15 FOUND 10 CONFECT WITH THE PROPOSED WORK THE LOCATION.ELEVATOR AND SIZE M GRADING AND UTILITY LEGEND IF'HE LILLY FUSIN SHED TO THE N NEED Fore REmLm ON OF THE cCHIEF BY THE rnNTRACioR AN THE MGR AT ON v ---- PROPERTY LINE B i v LMT OF WORK LINE PROPOSED FINISH CHANGES GRADE. ND'LOST ALL WATER AND DRANAGE rRAMES ORATES ANO BIG ES TO THE <° ---- NECESSARY roS 'HALL N GRADE A «! \ .............. SEWER LINE IGR s AL MAK AL ARRIANGEMENTS FGR THE LIT RAT ON SAND AuwsMENT of ALL cns aecTR C, v ANO ANV mneR PRVATE MLLES ev nE MLIY caMPAN E Y, CON RAC OR SHALL MAINTAIN OR ADJUST TO NEW FINISH GRADE AS NECESSARY ALL UTILITY A D SITE STRUCTURES 0 \�' DRAIN LINE S11H AD GH,HOLES,SGN POLLS MANHOLES STOH BANS HAND HOLES WATER AND GAS SALES,HYDRANTS TO FROM NTANED ML Y NO STE SYS,EMS UN S OTHER NOTED DR D AND DWNERA —�--- WATER LINE ,. ALL RSEWER PIPES SHALL BE PVC PER ASIM HELD'SDR 55 AND ASTM D1781 WITH RUBBER GASKET JO NTi — iG.�ggq� G GAS LINE 2 SITE LGHTNG IS SHOWN ON THIS PLAN FOR COORDINATION PURPOSES ONLY, REFER TO ELECTRICAL PLANS FOR EXACT \\ \ TYPE 3 REFER� t TO ELECTRICAL PLANS FOR SECTIONS AND DETAILS OF THE UTILITY DUCT BANK- / \\ r] TELEPHONE,FIRE ALARM ]To PROPOSED coMOUR MAJOR LINE A BY THE CONTRACTOR l0 THE R ORGNAL CONDTON AT THE CONTRACTORS Q'I NSE. AI ONS SMALL BE RESTORED /,f \ PROPOSED CONTOUR MINOR LINE AREAS OUTSIDE THE LMTS OF PROPOSED WO K DSNR[D BV THE CONTRACTS s OPER \ 5. REFER TO ARGHTECIURAL PLANS FOR PROP05ED LOCATION OF UTILITY 5ERVCE SIU15 AT BULD NO. ,� f G / \ lH AND SPCCFCAT LATIN FOR CONSTRUCT ON OF PRVATE MLtt ECFV ES SNPLL BE THE LO ED ON SIDE DEP i1D450 SPOTORPD[ HE CON ACCHE ELE TO THE RE RE ME PROV LED BY.AND APPROVED BY.THE RIARITHVE UTLTY COMPPNY ON' COMPAN[S PRIOR TO STATE O CONSTRUCT ON. ON OF THE OF IY CONNECTONS WTH THE RESP[CT UE ARCHITECT —� ® CATCHBASN GTE H CONTRPCTOR RIA L LILLY TE ST Ns ON PLEAT / \ 7 ALL CEMEM LNED DUCTLE RON ONTS AT FTTNGS(CLASS 52J VALVES AND HYDRAM LATERALS SHALL BE MAN DOUBLE CATGHBASTN LL OR SYNTHETC RUBBER GASKETS, ALL WATER SATES SHALL OPEN L AS PER CITY REOUEREMENTSN ALL WATER LINES ENE p \\ a SHALL NAVE A MNMUM OF 5.0 FEET OF GROUND COVER AND A MNMUM OF 10 FORT SEPARATON FROM THE SEWER / SK a \ SYSTEM. AT WAT[R AND E[W[R CROSS NCS TH[WATER LINE SHALL B[ENCASED N SIX NCHES OF CONCRETE FOR A / 't o ADD AREA DRAM DISTANCE DF,G E,ON EITHER SIDE GF,HE D NG ���� �� FLAREDMENDGSECTION a D,EM AND MAINTAIN EXISTING ON-SITE DRAINAGE STRUCTURES AND PIPES UNLESS DTHERm NOTED FEEL T R_' a 0 DLUN L,NL 9, TRANSPORT PROPOSED GRADES MEET D EXISTING GRADES CONTRACTOR SHALL BLEND GRADES TO PROVIDE A SMOOTH �� \ PlurvcF POOL BETWEEN EY S,NG AND NEW NvRK PONDNG A,,RANSTGN AREAS WLL NO'BE ALL OWED. / � � �, � o ED CONTRACTOR SHALL MAINTAIN POSIVE DRAINAGE AWAY FROM ALL BULD NG FOUNDADONS STRUCTURES AND PLANING / \ Q SEWER MANHOLE BEDS J BW 21 MAXIMUM SLOP[IN DISTURBED AREAS SHALL NOT EMCEED 3'.1 UNLESS OTHERWISE NOTED. ♦� �\Ki \ AG ME WATER GATE 22. ENSURE ALL EXISTING(TO REMAN).AND PPOP05ED MANHOLE COVERS PROPERLY IDENTIFY FULLY SERVICED. ff__ � . ^\�+ EPA pus ISV�� TAPPING SLEEVE AND VALVE `_ 2<. BITUMINOUSRCONCRETE ELEVATON5 AT GRADES CATCH BARNS TO BE 1/4 NCHPABOVERIM ELEVATNOR 5HOM FOR CATCH _ ��� Q �1�.�� LEACHING CATCH BASH I IMAGE' CAPPED OSore UED N"IT HRASE5 LE ELEMENTS:mF EXESrvc coNOEoNDwLLSBe eRRoKOORABANDONEDETwo%oreNT PROPOSED BU m N AS REQUIRED _ m� �\ RGAAILD APPLE 9 i 16 SWAP F TAi.I 9295 DeVellis Zrein Inc. 3 \ - 11DA.11 ,ISC.RE ISIGIIS OSGOOD I; STREET GRADING AND UTILITY - ------------------------------------ PLAN — V Re fi AV GGF; A11-141 IGIXIPH —�� -2 C OFTE: I- PLANT SCHEDULE NORTH ANDOVER SYMBOL BOTANICAL NAME COMMON NAME OTY SIZE COMMENT — — SCHOOL RE,�LAAN RR oNT6os aREMONT oN MCI "�RA DEPARTMENT PR ME'II R TOBER N 5 OCTOBER CLORVE7L0005� B 3-3 1/4'CAL � TRMPN NERN �B�RCH T_a� �� RMP ------------ BUILDING Ell BLUE PRINCE55 HOLLI 11 3E-31 l 18 124-36- Y s 1-3c r \\ NORTH ANDOVER,MA PLANTING LEGEND k k� \ x \ x k /s \ i / w /rssl \; s � \ \ w 11 \ Lo \\ ,. O / 1 i 1 \ / x NTTPNE EEL. �v � �aAEE 1-1 LEA DeVellis Zrein Inc. IN IN PLANTING / r -------- _ _�--�— ------------------ ------------------ PLAN C-3 c � E Ao r' 1 3 J' C t� 44Cc V-Air u to 4' a 0 t C � a _ , _ \� a � r q' m A b � v z a �c a n NORTH ELEVATION