Loading...
HomeMy WebLinkAboutApplication Plans - 1679 OSGOOD STREET 9/5/2017 f DIMENSIONAL D DENSITY SUMMARY � ��, TES ZONC DIS1R#6`T. CORR10OR MIELOPAffiJrT DISYRICr 3 ' USE AfIXED RE IDE VAL, CQIMACrORS CARP GARA E 1. SEE T01�14 OF NORIII ANDOVER ASSESSORS MAP # 1 LOT #16, DEED BOOK 114385 twu REOUIRED PROWDED PAGE # 9, PLAN #4352 AND PLAN #16957 E,N.O?R.D. FOR SITE. VINI. UXt LOT S}ZE 108900 S',F. 12.4.20 SF-2.83JII3 AC. N ,F� o` � . TOPOGRAPHIC DATUM BASE 1988 N,A.V.D. ESTABLIS14EID B G.P.S_. TOPOGRAPHY IN COT FIRO1�`CC 2"' 2 8 ' DEVELOPED AREA FROM AN ACTUAL FIELD SURVEY (1"=20' PLAN AND BALANCE OF �NI,FdM L 0 T SEJ AC S: BU ILDI D �16 9 8UIL&I A BuitorING'R SUYLDIN suet NG 0 Dt11LOING E TOTAL ALL SUILMIGS S#TE FROM thIF�R�.1A�10#J H04� ON ILA �1�9 �. FRCWT 15' .54.12' 128.00 17.30' �SD.9S' r-ga5.7 a2 1,03 � - ST 510 20+ 33 7 10 r.9 69.3'3' 5. 0' 23 fb9.532.04115479{ 19. F' 7.65' SITS- 3, ALL BUILDING ON THE SITE ARE EXIS71NG AND 1HERE ARE O BUILDINGS PROPOSED SEAR -204.84' .51..3 tt 93' 18 89' 14,.8 4 52.9 ' ON 1HE S17E. i JUA I,�fUM HE16HF 45' J3' +}tB` 18` F8' 35' 7F#£RE ARE # �'EP14 fT �4 UIRE€ FOR THIS DEVELOPMENT FROM TiffCOMMONWEALTH FLOOR AREA RCS T#O MAX 0.7,5.F 3,260 F 4 Ir,404 S-F' ZT2 S. a-F �.3.J S4 PA;v c g r = r r "F W x — Fr , _ r MASSACHUSETTS- FOOTPRINT AREA NIA J.,60 F 046 F: 1,402&IF 412 S.F .538 '.F: 1,22J F 8,681 S1` 5. FAQ ADDITIONAL �.IPLQYEI;B 5`49LL BE ADD1r�3 T T�#IS ITS. EDT COVERAGE MAX70 99 f.BS 1,joga Sax 0,31 ' 1.12 �96 d.k0E�7 OF OFC�lNO�INIT Nei# NOw4E(OIR#CE) f #fC4YE (LA1740E NONE(O10E} 4 REFUSE # HANDLED BY T `#�! P! #C ' Of BA#If=#� WEEKLY. BARRELS TpFtp NEXT T LOCUSHOUSE OR JW A GARAGE NEXT T HORSE. UMBER Or PARK!!d SPA CE'S NHS NIA Ir0 art_ i 7. THIS PLAN I TO BE USED FOR PURPOSES DE OBTAINING SPECIAL PERMIT T UTILIZE P a Krry- b FELLIPit r xrr c# SPA REGV CAf? THE SITE A A CONTRACTOR'S YARD (EXISTING RES#OENTIAL USES TO REMAIN 4 I)U X 2-8 sPAS VEIERUINEV BY sr c s F PLANNING 80Ai70 SPA CES, 17 #PJD#ISTRI.4L SP�4Sf GAFF .._. 4f�lV. 0.25 SRt.oDp S. {. & A f C+D=2,79 F. ------ 2.796 1,0 7 aF.=2.795 TOTAL 0 � . 2.795 X 0.2.5-0-70 SP 47 NOTE., BUILVII A, C D G'C�'YDERED ' 1HER INDUSMAL` , 96 ' � � e * LgT .0 0 ! � ~� I s 7 # O RRM0R D + eel — ��� 3 /i d f ' 011 �] ��� ` E�ycyl/yJTy. EXISTING �68-�-� ELE�lATfO�l3I CONTOUR {} ¢., i 1 flLIT. PROPOSED tf, � � � � � � �� �� ���� � W.F. WOOD F1�At�Ilr � EDGE OF >�rETLAf�€}S x ' �� lip W.F.D. IrWD FRAME DWELUNG -�--�- S SANITARY SEE R ERIA E S,f. SQUARE FEET T - D-�--� DRAIN PIPI~l.#NE -- � G. ACRES f4/F NOW OR FORMERLY W-.....-.-.— WATER PIPELINE �d� R———�! ,� T -- - TELEPHONE CONDUIT _ � TY� TYPICAL { 1 ass { -_:� �;..� _ #? RECORD QRU W - WATER SERVICE bs+� { 1; ) CALCULATED 73k1 to %7T,f - r IL44 $_ 7 �ec ' TE THRESHOLD ELEVATION #TkYT OvlwR�iEA�} k€�E Gf GARAGE FLOOR ELEVATION �.�� � T �- " •; \ ---�a•��-�- WOE T�}GA#C€}E'FENCE ( F) °G �xraY i! 1 :• ze++ 7 $ $ BITUMINOUS ClI�#ETE BE€F =a = _ —X—X— Ir�1 1rc FENCE } = '_ --: 8#T. CONGC BITUMINOUS CONCRETE as STONE DETAINING WALL ( RW �i�- :!s��-,�;�� 1 ?C 68.1 SPOT IrLf 11A�Qt,I _ !: ' M&P MULCH AND PLANTINGS EDGE �F 1'�OOD Ccs CEMENT CONCRETE tOEWALIC ` uP UTILITY POLE _ _ cc Mr=rr or� rrr . Llr , OUT ` D1 DUCTILE IRON 0VP VENT PIPE CS CRUSHED STONE _: ts` _ *%G WATER T # � -' - :_ Ii Il ,� BIVUMINGU CONCRETE � A Ir ' ego tb f r .'=r.`�Y.ti P VE#ENT eiP INSPECTION PORT '# 11 DF,#F# DRAii�l I.�A��IHOLE # GRAVEL TLIH TELEPHONE MANHOLE eta f= cgs z ss.�r � sasa a•-, .�- `. .-�- ��.e,►ac� -� �OF xaa c—.T }�s � �Co BATCH BASIN <I',IDL b.�QTIQN DETECTOR LIGHT sE nC TAW y;}:r 41 ���r �- � p W}�!P WATER METE PIT <s SAITCH LIGHT � $r-.s HYDRANT see __t", 3as. s`T� a 'r EXISTING PAf�I�t{VG SPACES 45 cc saa sa PROPOSED EVERGREEN TREE 'C a+ii sa a< .� T PROPOSED HANDICAP PARXI SPACE . - 1 �` s _-'�� �..s � sa,�< '•+�- ��� zo 6' -" � .•sissy-. � �_._..... smart y/silrur SPECIAL PERM] PLAN 1 r/7 SICRY Q' . , jF"`° _- I..4D IN L tn Sc-, S410 � � � A N VERB MA SSA CAUSETS _ �sr-7 s, PREPARED- R _A2?b I+o sa�� I rc ACCESS E RESS CHAD R►, LARIOR RESIE ENVAL :', s7 i� ssCAL €sI I x r�+ Ira_ _ AND EGRESS FOR , : ''�` Y 'Ol#.IEICFAL 1l7'�Y A 'D 4.'`A 'l 14� # rags ,LFqpl � �r 45 -- ' 44 .sus `o .1 a '� "'"r DA V' EPTE BE '5, 017 or T # E T �`FUTE -125) SHEET 1 EXISTINGCO DIT#ONS PLAN/NOTES �o W-MME"O � � sz����� ° (PU8L1C--Y R#1�L1=WIDTH) .�,� ors SHEET LT PORTION OF SITEFLAN $oS sic, M r M C, rMEERIN ` RVICE 66 PARK STREET �s'�#� COMMONS� P� .� Lam` AD Y I� AF A II PS�'l 01610 rACCESS EGRESS/ } 1 1 # AnD EGRESS FOR COMMERCIAL 159.68, € W 5 x 1 I.. n t 1 kIt [ i LLI _ — 1 .-' Lj cc 1\2 LF OF 6 MIN. W 2 HIqH DENSE PLANTEO\ (a 0' E OREEN TREES ������! � � �� � .act ! k { 1 x # r PARTIAL" TRU TEI� ���� r�" { " i { � � � MATEMAL' VIDE NIlT r 1 r } r `JRTE BLS 4 1 # 1 4 "�" 14 I i] ,.,i.7S } ,sxpRf TO BE PLTE I 1 1 Zri D # I cc I 1 2 -F i 4+ 4 sL + 4 fi=•_ 4 _ �x cry; { WAX io f co 4 r k 0 r 1 -� : �# 1 ti i t srvtxA EGRE S FOR r c� PERMIT' SITE PLAN 202.68'/ J SPECIAL LAM bv 26 NORTH ANDOVER MASSA%1,.*AhrUSETTS CHAD R. LA HE 01"D { { 1679 CSCCCI3 STRR #' { N/F EXTRA SPACE PRE PH01N (978) 266-4762 + I.�_ _ r a pf 10' 4' 40' 60' O �yL ' k +^ �IENOK v s k w,-, 7 �� M R M CK ENGINEERING S WES a � � `�,. 6 PARKSTREET �C �I OF I? RTION " SI LAN � HrS� PHCN JR78 — F C: 9 8 47` —1446 D,] VE PED PL4N t= 8' EAUM J&RRNNG&A01,COM Sh=2 OF 2