HomeMy WebLinkAbout2013-11-19 Planning Board Supplemental Materials (2) SITE DEVELOPMENT PLANS
SCHOOL DEPARTMENT
OFFICE BUILDING
566 MAIN STREET ATE
NORTH ANDOVER, MASSACHUSETTS
OCTOBER 3 , 2013
REV. NOVEMBER 4, 2013
LOCUS PLAN NO SCi e ',
OWNER ',
The North Andover School Department
1600 Osgood Landing LIST OFDRAWINGS
North Andover, MA 01845 Cover Sheet ZONING TABLE
ZONE: R°°id°"t°il 6(R6)
Existing Conditions Plan of land °$ """"°°'
REQUIRED PR Dn
ARCHITECT C-1 Layout and Materials Plan
Kang Associates
C-2 Grading and utility Plan o
339 Boston Post Road C-3 Planting Plan
MIN,FRONI—BACK 13-1
Sudbury, MA 01776 C-4 Site Details MAx eo
PRRRI-
C-5 Site Details
CIVIL ENGINEER AND LANDSCAPE ARCHITECT Photometrics Plan
DeVellis Zrein Inc A-1 Floor and Roof Plans
P.O. Box 307 A-2 Buildings Elevations and Sections
Foxborough, MA 02035
www.develliszrein.com
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NORTH ANDOVER, MASSACHUSETTS
(ESSEX COUNTY)
PREPARED FOR
TOWN OF NORTH ANDOVER
SCALE' l"=20' DATE.AUG. 26, 2013
PREPARED BY
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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
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LOCATED AND MARKED BC B ROWDED NTH A DIG,SEE NUMOER INDICTING,HA,�L EYInING MLHIES HA REEN DEPARTMENT
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BARNS iNL 0
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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
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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
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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
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