HomeMy WebLinkAbout2012-02-07 Planning Board Supplemental Materials (3) BUSINESS-4 ZONING DISTRICT
ZONING ANALYSIS _
/ NEM REWIRED PROVIDED
LOT AREA 60.000 S.F. 13,155 S.F.
dd/ dd
BENCHMARK FRONTAGE 200 FT. 105 FT.
apse Nae s10P
HYDRANT SPINDLE
ELEV.-193.16(NG\'D 1929) ) w�tTx Y•� SIDESMACK SETBACK 50 FT. 13 FT.
HYDRANT OUT OF SERVICE u- S.B./D.H.(FND) \ / u. REAR SETBACK 50 FT, 15 FT.
\ w0E wwiwszaa E C.B.A.
`F'i• S."T eDSo S.F. 1327 S.F.
MAX.LOT C 60 FE. 27 9X
MAX.LOT COVERAGE 25%
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bd�
C { \ 1 PUOI\G
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DIE SET
ROAD .\ \ L11 {y' \\ $\t ea `t\. \\1\ \ nna°u�racme°:,cam LEGEND:
STONE i \ ,\
EXISTING CONTOUR
PIN(FND.) 5a•�•/e•J
\ Ixv=teT.i(u 10') PROPOSED CONTOUR
li.sM1E=1
'IN 00 �• 1 _ L _/ \}\ \ Ba0V.0 �}T r9�J e pl 1 \ --_���
111T11 00k`h•' 't-s.`' \ \ \ ® 6V L \ \
°A•r�e� \ \t _ A_. _.._ WETLAND BOUNDARY
crvEw
"euo�uioAr \\ s'a EXISTING WATER
>• • C"-z \( \t o ceR' --1"N PROPOSED WATER
o� s 5d W {9 \
�(
LOT s ±t 'l 5« A e ea6 s• 'nt
PROPOSED DRAINAGE
13.315 S.F.
v ( \0. pv Win69.m9 vAepNo \ Sao.\tSWW0 / \\ox35.5 PROPOSED SPOT GRADE
1 `\ \ $\' scNr eROpO� �• i 1� t' ®iP-1 SOIL TEST PIT
`.,_ 1<\_V \ \ `axA5�• \1 \\\ I_7Evl�,°r7• PROPOSED EROSION CONTROL
T01YN cONNER i t, �I Y,\\\ Vi cDirrv1• -\ gs\95� 11 _ �� SGC SLOPE GRANITE EDGING
ANDOVER-NORTH ANDOVER-1 / _ - __ 1
STONE MONUMENT 11PPM NW j 1 \! \ i - 2J EXISRNG UTIDTY POE
9� / f\'\L •I, e�
-91 S.aD -_ GRADE AT BOTTOM OF CURB
IPE(FND.) - -- EMS11NO SEWER
OPTION'A'-1 Wx BLaNEs_c/aFFlC£U«: \
' 3 SPACES/1000 SF.X 2715 S.F. S• PROPOSED SEWER
/ B23 SPACES REWIRED /n Ne;-
/�r 3 3• (11 SPACES PROWDEO)/ MEDICAL
/ \ uehk PROPOSED UNDERGROUND x M n I OFFICE ELECT.TEL k CAN
2 y!\ bDi eUe.NESS/axicE
USE/ /\
SPACETOACO SF.X 1173
SPACES REWIRED j
3.0 SPACES/70D0 SF.EWIX RE1173D SF/
=1.1 SPACES R //
=tO.J TOTAL SPACES REO(1(RED cAUTa ensN
'1
..fii:j 01 sPncEs PROVIDED) av=19.5 - '1 t „e;✓/ e- a
mNrxcF.vc5928]
-__�-ti\• ���\= WHET:9.11=194.5 �.� ,0, y�
PIN(SET)
/ AVERHILL ST. -
SAAStPRt
A x
/ y LQ=ELN& SCALE:1'=600'
0oN o o d PROPOSED SITE PLAN
102 PETERS STREET
WETIAN0 BOUNDARY WAS FLAGGED BY LEAH BASBANES, "gTP p�THOFA}gy. / ..�iP P�t�OF lAg3,s NORTH ANDOVER, MASS.
BASBANES WETLAND CONSULTANTS IN MARCH 2011. / $ �y\`c S,yc �. Ari. +� PREPARED FOR: DUNDEE PROPERTIES,LLC
�p y JAMES 5. 6N DATE: December 13, 2011 REVISED 01-25-12**
PETER N p s SCALE: 1"=20' **
FAIRWEA7HER 11 m REVISED 02-02-12
Q9p GOODWN
.\, No.48133 o n o 1 �- andover
9�F 9F�JSTea�° consultants
EXISTING CONDITIONS PLAN s/oN S PROPOSED SITE PLAN S OVAL E\ inc.
,LAND i East Rlver Placa James S.Fairweather
Methuen,Mass.01844 Reg.Prof.Engineer
**REVISED 02-02-12: SEWER, UTILITIES, DUMPSTER v 20 40 60 80 Ft.
P:\tt\H-12�°wD�s7E•°WG **REVISED 01-25-12: WET FLAG 3A, REVIEW COMMENTS SHEET 1-01 3
0 5 10 ZO Mater
DPS F
STORE 192.5 NEENAH
---------------
T+XF
F 0 U N D A Y IM
I Y
AINSPECTION
Go%ER
91—1404 NOR WOVEN NOISTU BED R-3599 Series
GEOTEME TOP-9 STER x EANTL I I Soiled Vane OWN,Sheaffew
189-j- S INVERT 169 mar ESH.189 Hear,Oury
WASHED BOND
CRUSHED STONE SUITABLE
FOUNDATION
STONE 185.25
L RUM TO ASW D2321'STANDARD PRAC UNDERGROUND STAILATION BE FOR PLAN VIEWTNEE_C_E FOR
_S..OXER GRA" C.I.FRAME&CRATE
ELDAII.000",'.LATEST _AL I H
WL le,=wl WACIN.'T 'X' ('__) (NL AT�N�ES) GRATE 194.5 FINISH GRADE
TICTITAR_
"AL,R,-,ON All SYSI�l IN— INACCOInA 12 IE
INSTAuAS, LATEST EDITOR AND E=C ED B
D 321. TURER'S K %ED 750 Nj(0IW4WM)j(44rUll)1(1371 MM) 457MM292MM202 1111
I'TAPE 4-TOP(TOP-193.87)
TinMEASURES-D RE TAKEN To PR-T TRE MISRATION Of NATnE FREE INTO
B-ML MA-.WHEN RE"RED.SEE ASDI-21.
(4)6-CIA INLET
XM-THE
AS -1.THE'S'_ECTETA`KnLL Q 6'WC PIPE 19-2 83
S. E0UhQA]lQN_WERE TPC TRENCH BOTTOM IS UNSTAALF,THE CONTRACTOR E
2'-1-
MAM L.To A MPTH REQUIRED BY THE ENGNEER AND REPLACE WITH SELECT I
CRA-MATERJAI_AS EEECnEO BY THE ENGNEEFT A tr
SH EA
,6L_010011C,-SST SF/�4•WA-ENED-STOR ATT�A W L
a a.('A42m) .-a.•
(M I PE.
7 5/8'R.
TABLE AI-EnaLl. -as ICN I IN THE 11.ZONE 3- (104,Tn)
'ATER..NOT
LESS—V ABOVE RRBAN OF .TRE OCITMCTOR SHALL W 1 q 2
'RO.E'FOR MATERIAL0FCATaN TO ENRAEOT VATERAJ_SPAU. ES 6X4' 5"X2'TAPER
BE INE-1-11)AS e 0-11 of
BURED N ASW U-,LATEST EDITON. SECTION!MEW STONE=190.50 L
NOTIES: Illustrating R-3699-A
-D,� Re- 'E"2A
IT -Te BIT-a.-
TO OR &E a TOP OF-E
O IIAY BE R E E I IDATATON. 1.CONCRETE:4.000 PSI WR41MUM AFTER 28 DAYS.
FOR TRAFFIC AEPUCA E,KRINAI COVER is 10 UP TO W'MAJETER PIPE AND 24* WOQK
OF WWR FOR 49, -TER".. A.
D I -OF IPE TO an— VANE DRAIN GRATE
or_BM P;ITS.'Olo D, ,Z.TR.
OR ace
NOT TO SCALE
PRECAST CONCRETE DRYWELL—ROOF
PIPE DETENTION CROSS—SECTION NOT TO SCALE
NOT TO-LE
S1RAW
OR HAT a-,- 2'—ST-a
50.7' UUM
30.a TEEAr
44!-W N&LATERAL J6'r9,urm1
E__ Yallf I—AASHT. 11
INLET PERFORATIONS(tW.) ea IR.T 1,HAY BALE SILTATION BARRIER DETAIL
HEADER I._ER
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SAIl I a'-
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�—CLEANOUT =
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4E,C.,TECT U.N I—ENT T-
SEF DETAIL III alle AT UDU
47.7' D ALLON_n
FABRIC SILTATION FENCE DETAIL
(.I Te
DO -Nl SOOT L
To PT P-TIONea)Lua`)
On EM.or-C
PIPE DETENTION PLAN PROPOSED SITE PLAN
NOT TO SCALE 6'RE cenEgE.-FSS I EMS OP 102 PETERS STREET
ANO er '��JAMES 5. 5G , NORTH ANDOVER, MASS.
F a-a..B SE.."1. 'a Yarn_E FAIRWE it
TA- PREPARED FOR: DUNDEE PROPERTIES,LLC
"'"*'A PPE I C 4 it DATE: December 13, 2011 REVISED 01-25-12--
T,
AS SCALE: 1"=20' REVISED 02-02-12*-
BIT.
_-S 10 AM$l PIE TO GRADE ASSUIE e' N.—R.E-111 T-A.-E C
.A mloe,
Ncw-T I-S'ANDAR,
0
I" _-Ta.
=ESS e AN') =:_bm
SLOTTED VANE DRAIN DETAIL Inc.
NOT TO SCALE
I East River Piece James S.FalMass.018FairweatherTR �H PAVEMENT Methuen, Rag.Prof.Engineer
MA DETAIL PAVEMENT SECTION 0 20 40 60 80 Ft.
I TD STALE NOT I.SCALE **REVISED.02-02-12: NONE THIS SHEET —
-REVISED 01-25-12: WET FLAG 3A, REVIEW COMMENTS SHEET 2 7OF 3 AMeter——
8�
200......................... ......... .�m0..............................200
^r$
26'DIA.C.I.M.H,FRAME&COVER. FRW eaoF
COVER To READ'DRNN'
FlNI6H GRADE NEENAH R-1796 OR EQUAL
PROP,RN�M WINE -SURFACE COURSE BIT.CONIC. ///---EMERGENCY OVERFLOWA6TOP20"DIA INSPECTION COVER
J'zC -�nwe0x Desi.tar.oe I �CWPUNG (REMOVE)
CkLi E$ _ S 2 vu:E taA�V
MORTAR— \ PRFAOER
a `-BASE CWpSE IT.
Co"'. FINISH GRADE-GRASSED
AD,IUSr TO�A / / - ------ NISH GRADE WTH
COURSES OF(MORTARED URCK
�! 10'C4C B1EEL REwrORCEO CCP0.IYEA
�� CCLTPRCP 1 PLAStIC SICPS 4' (2 COURSES MIN.-4 MAX.)
190.................y ..................�....... e'PW t-xt'.. lap CFA ASTM C420 O 12'O.0
L PRECAST REINFORCED SECTIOCONCRETE IM.I1.ECCENTRIC CPIE SEC110.YRUBBER"0'RIVC CASKETROOF DRAIN OVERFLO.O21'C ICE PRECAST REINFORCED NOT i0 9CALE
DECONIC.M.H.RISER SECTION
MIRAFl 140N NON-WOVEN
RCL S'..lsazsMORTAR JgNTS AEVfINSIDEAND WT C.I. GEOTEXTILE TOP&SUES
ISO •••••.•.•....• ..•.....•................•..•• •••..••••.••.•...•••...iW WITH NON-SHRINK (NATE 188.8WATERPROOF GROUT 4'-0"DIA
PARKING LOT DRAINAGE PROFILE P A E W/2.3' TO-183.0
1' 20'HIXt. IF.INV=189.030'NOPEBETE,—IN 6'TOP1' 4'VER. (4)TO-DIA INLETa8"PVC-- ---- Oo EO 200...................................... .200 �°3' SHEA ze'
A 0 �6.
CATCN BASN '• '• .
FAAMEnmA it-HBa 12'MIN.COMPACTED. PRECAST REINFORCED
SCREENED GRAVEL M.H.BASE SECTION BOTTOM OFA SECTpN VIEW ORP1N HOLES 4'TO 1.5"TAPERED
STONE 164.0
1. "a"I,mm °'500O'"°" DRAIN MANHOLE DETAIL �''ji0� asp
AA 1.CONCRETE 4.000 PSI MINNUN AFTER 23 DAYS.
���corrceEa s�oo w P� NOT TO SCALE /�� 7C ITEM N0. WEIGHT
Rorr�ISLoo
teo �- JAhi �, G 500 GALLON OW-500SDIYH H-20 4]70
190 ..................................... ......... ..............190 FAIR',AT�iER II
CaIwI 199a� 3 STACKABLE OW-355 G 008
.IVIL
= a OUTLET DRYWELL DETAIL
NOT TO SCALE
PHONAL Etj6V�` ')� l•Y
G.I.CATCH BASIN FRAME&GRATE GRATE -FINISH GRADE PAYED - UNPAVED
PAHTIFNi MV
13 V0.BASE
0 . •.•.................................... (NEENAH R-3210-L)
:.. ...............160 PAVEMENT&SUB-BASE I EXCEPT IN TRAVEL WAYS (AS SPEGDEU)
(AS SPECIFlEO)
ROOF DRYiYELL DRAINAGE PROFILE MORTAR 6EF0
1' 20 NOR. GRAVEL
I"=4'VER. (AS SPEOFlED) SLOPCO—NE E—
SUITABLE EXCAVATED
MATERIAL THOROUGHLY cO-'ENC—.I.
PRECAST RFJNFORCED CONCRETE VENTED OR-BEBRIS COMPACTED SLOPED GRANITE EDGING DETAIL
am c�
MANHOLE BAR
NITPETSON TRAP. SNOUT BY D.P.W.to6si.sro.Ice.so)
BEST MANAGEMENT (SEE u
PRODUCTS INC,OR 3'MAX AT TOP OF PIPE Au NOT TO 6CILE
4'-0"DIA EQUAL
NOTE:
ALL UNSUITABLE MATERIAL
BELOW ALL CATCH BASNS GRAIN PIPE
Off° k SHALL BEftEAIOVEO pND 3/4'CRUSHED
PROPOSED SITE PLAN
vI REPLACED WITH COMPACT ,�
oxS .NavvA ,I, Y, y ,y CRAWL RLL. SHEETING STONE 102 PETERS STREET
WILL BE USED WHERE PRECAST BASE e'
NECESSARY. NORTH ANDOVER, MASS.
" DRAIN OR GEWFR PREPARED FOR: DUNDEE PROPERTIES,LLC
u.srv.4� I DATE: December 13, 2011 REVISED 01-25-124M
2
` f ulEwL 'MIN.EE N COMPACTED.
OMPACE D. LEDGE �{ E'�TM SCALE: 1"=20' REVISED 02-02-12**
1
TYPICAL CATCH BASIN PIPE TRENCH andover
wgm�9Ep510f NOT TO SCALE TYPICAL SECTION consultants
NOT TO SCALE - inc.
1 East River Place James S.Fa(rweather
PIPE D-VEN77ON CLEANOUT DETAIL Methuen,Mae..01844 Reg.Prof.Engineer
Oro.TO uuE)
- **REVISED 02-02-12: NONE THIS SHEET 0 20 40 00 80 Ft.
P:\il\11-12\DOUG\SIIE.DWG **REVISED 01-25-12: WET FLAG 3A, REVIEW COMMENTS SHEET 3 OF 3
p 10 20 Meter