HomeMy WebLinkAboutSite & Utility PLan - Plans - 1070 OSGOOD STREET 1/3/2001 Schedule of Drainage And Piping o u t o
Fran Din Le 4In S1ape To
Structure R+m Reach tnv. (tn.7 (Ft•} ('/'} (1rtv.) Structure
Rim. �S a ,y
C61 P335 R-1 r30.71 P2 28' 0.0071 130.51
St Pta'1 1J4.1 j cam ,�•
f _
a
csra r33 5 R-2 0.7% 2 33' 0.0060 730.51 Stwmceptor t
S33 5 R 3 P__7r 12 33 V,0060 13o 51 Sir Leach P«": T., 130.
Starrrepta'i P34.P R-4 t30.5i 12 . .0 too r3.2 ChoM 1 op 7
/ C82 1J5.3 R-5 131.87 12' 18' 0:01100 1JP.69 C,ZA 135'3 N 1 J�
C62A 135.3 R-6 131.49 12 18' 0.0105 1Jt.30 star:..apta 2 135.7 n r q
/ \ Stamespfa2 1J5.7 R-7 131.30 12" JO' 0.0100 fj 0 teach Tap=131.5 CCh
--15• ®_= t CB3 i35.5 R--8 r32.43 12" 20` 0:0100 t32.13 ' 135.5
CB3A t35.5 R-9 132.03 f2" 73' 0.0100 t3 P.30 Searmceptor 2 j34.P ZIn
w
bt4 starnaePta,
Roo/Or.- R-71 lnv. � 40' 0.0750 731.00 W 1 H"� O
c0h) A I V a82 M64• '31 E .21 0� C
34.0
y oboe
,�� ,� ` tea (Nate Alt Piping /s ADS) Notxrx A,voovE rt 3°
„( 9T'�-t' faze Ewe 1 ar Nf :s on o OF ArPcna_5 Q�. I>°
pOvyJ �.D n l •� !•,, sramaaaa �'�'��" I � ;. _.-.sr 1 a C-Downs wit snac ae Feed wa+,
t; 1/"' Sueers To Pr f Lest Litter S Olt-Debts
Fom enterFn The ixane9°sYstem. -�M
tiWow
4
�.nr°aa�,,,\/
EN -O W-1A � a'Paa, Zoning Summery a R
X abEM¢%Z§� j yt REGt+eArsau A",
�}./ \ �,� RNcjec3�f8• f (go`o'OS.F.a93 toning District=B-2-Business 2-Asscs.MAPJfs u47 R '
tift'J �` v �.\�uP°y`x`pb'j - ,` w,%i;er`risER , , _ Proposed Use=Restaurant 1lr
1'1d; f•+s+e+e LOT AREA ' Eu7&ng Areas(Main Ftaor&Office Above -J,400SF.
94,090 S.F. qqPmidsd
ACR Pjot 94r090 SSF
um
Ftt-nD .E ` M Lot Frontage= 115 FT. ?70.9 Fr. I�I�
pe Cur Mrrrmum Yard Setback, ,ate m h
fJ
§ �_.- �11tr %a"os.f) D= o - 2,F� 78 FT
Front 2 Ina
_ Side
p -at th s tar uaa Pr�Porod - Z3 Rear- 30 Fr, f P I h o c ti
e r•T r»onCe wJt1 !h cafes and b pi [
P �),F/ T a �1 II$ 202 ✓Q On Maz u, Height= JS F7. 24 FT " gSl o use j
reyx..'atrons bf the register of deeds. i <, _ m , P,6+t•Js �- y,+�\ t 3
p '�+` f \ �„-� ,� N� Maximum Ffoa-Area Ratio= .75:1
i _ S J a.4 t a s N �q Maximum Lot Coverage
- 35R 4.
l� .0 32otr xr6 m '" \ \ c rs t g - E`3e �y g Y>a qi,
"M �. 6 p,�� £ y 'J.•-� ��[ \ i S � �, Via\ G,.nars E^9 �� P ct GE OF LoT CoVrReo 6r SLG`S+PARK•=l0/ Oih �v $af
L f ss N Parking Srlmmary
..:Rey red-2733 S.F.X 15 Spaces/t000-OR 4r Spaces""«+.s5' $:$`u&u3 xe•
�+ 'sa t --✓/ ` �,� cJ r `' 2 sz Seats X 1 Space/2 Seats=4I Spaces°a ~& 8 �n
Pro td d-B' X 16' Spaces 38
\\$n -�`�-- -Hondf-peed
1
F ewtE � w'�8aa as �-•'a p v
e �\ � a t� 0 20 40 60 do x 6 o a
r3 d
s- Ca+°ele 0.
fetaerrg MI E dering Vegetated wetrands
`` Yh(lards Aftw d t era l
,CEucFE v; W Ce R
lz ' Catch Basins,Drainage Mcnhafe,
A Drainage tines
x rAwew
xK c, ele El l:on R Co
---
` � •at+ pa '• � Esktbtg f2 RCP CAN'K..�,. C
,
tr cable TV E T--- Z ec a
tY ➢rvlrs , p
(swe nt
(sd 'daJ � Existing grades
fit%rPC0- 1 1 EWWh,9 sta+e-N.
F Finished
, grades
25'No Cut Zorre ___ __ C C RS •�'3
sy gg§ 1: $_O
S•Z LDN6 T ,rOi°rsaMart4't € 3 i i, r t (as Lines - G- - ,- e'
x�1 s"' rare Rm7 .
Grad-� 1 %1375
,
i I S66°S4'S2"IY 2450✓' FuaSniDpo[ _____. NI�O�O�2
❑ o '+ tx____ - 1- ^dr mm�on cmaor(RaPaores --------------- Z m 4 i
r�1pGH PONE - £x rsr.S'++A GRAVIrY Ca.vviceYtav +S'<'th filter fabric} - W d
SulcYn Gas tru£ _
r�Awiis� Q soY� To Bore#ee 8oY Pu,wP $ewer Lines
_$ 01(n Ri '
+*aP dr Srnreeu y
9-140"s M ®/ff-1SONS r`PEw SMH __ a
�" Water L,nes -w------ �'
I O ------
i81OJdSM9�' �(eaz AB t5'ak Is Cmpkty,d' +9 Lendsca, 9,There shah E3 A Pro-oagh wetland sort zone fl00'J
m Osgood Street route 125 a,m e �G .D r$� y 3 12
Locals,Mai G sto�Aa m6 a°d A s ,6 �of Thy a lao-ewn c a ne. Pa-wt ca�aary Pkeerds V
1263-SP_=
Grote At Frye
C lsy\ As Req'd By D.P.W. STC 900 ft,az Concrete Stormceptor° `
\\ (900 US Ga-Ion Gpauty)
Clay B e C....s `P t Jogged&/rreg 1 S- Rp Rap.
ovaryn f
7o F h d Grade T Grout With 3'M C shed Stone,
Be/1 5-tion At S'ope to Grad L g h a'Mn. ray
Precast > 0 ttat End On/y-/ Width 2X PPe 0 f
°� 2" Concen tr fAOPW hfaf
o=4E Cone Saction C 3 / DePth y"Nn j 9 Flow \p�2m Q'�
o ,<i °• Precos t a rao� - .......
v � trade a e (-v e'm L\o R So,ron h o' .,. l Q b, rng T-' Fact c,E d i Q!a Co
N
K-- 6 _�,..�r�Ly ° - Fi�w /nvert �: 1°�' .0 ;, c,
^
Lt�xsd� h-
s..x2
i P a Reirtfor ed Corc.Ppe (212"x2"x3`Stakes C p� Z
16 as P ecast
? A"
�
R rgS t a
L nr omlr or craert Q) o
4 C�
11,
WIth P n$pe 1 1�plCQI Precast Concrete a n �� Ewa
For Orn Pr,,For
ro flared End Section E aging�aa d� <1
I� I� sly ecost I Net To Sco/e
�, °4 D•�Sett r"p a `7 CaN nN nt7Ny
�a —
la Aa
o aQ� _r _ NORTH ANDOVER
e a car PLANNING 5 BOARD fla7bales Backed With -
C*IGN luR- C 4N`P
FilterFabric
lot [.gin a8 �' Not To
Q s
Typical Catch Basin
,lot To Scale ,� s
(
125 L k sr-- r —211
'Pill, g i
oysJp..h -__ -
Len th 65 !� ,� �•,•- �1�1 �� _ R a
W dtt 36
C°e U.. 72s"°J. —. .ri - �ot� _ F'entoe sr-J .o
WeP9EryI u r r _ �•-53
ciLy
hli-70: 33 ibs_
. J r\ A.!I mtl �r Varras f
H 20 41 16s n
iz r 1 �I 1 _
7.5 - 9
a .- (I
' Silt
Fence 1?etail
GR FEGISTRY (JSE !
x{-
•2 5 --Gr 17 ri ' r i� :1 I� �1 7 r la storrno PtoP 1 'ef,lfy rr r tn- PlDn
/`RA L__L_ �: a o nr e rn•ne rNes or+d r_gaor ons
CONTACTOR 10jO CHAMBER (We:use H 20 Lhoud^g Cta.dbe:s
tinder Paved Sor"Acesi - -d� --- x y C
(>Sdanufaafwed By Cuftec,Inc.
(Mul w soa)e)
s pr f Storm—ter Management Chambers No. 1
n
-------------------
is a l d t i. c t (Nor ra saae) 1 ass
O o'� 000 GO T INSPLGPIGN CQYER TO BE PROADED
Re nded,ne qu.red ° Op0 VOO O O -M A '�C � sEc cumar f EACH ROW OF CNA:d®ERS TO BE f� EELDW Q CUEC ENG�#EEF!MG raRtC AP L' I� z va
FABRIC OR APPROV€J EQUAL
35--ti �bG. 12• - __ -
(eJ� fl� -r3ii F-sil e AOS 3
_ �I
Chamber Installation In Pavement { 6 E1
e (Note'U H 20 Lo�naN'ars
2 CRkkBER i!Y wm
nvr we ,mE �' S �' sE£CEPAIL)C o�r,r1 l o f
r a Pv-
1/2 CRUSHED S'-GBE
g -- IWf
. 9fv t Com t d C een C .�
o oR Chamber bar a Cross Section ampa 2 — 1 o °
3 0
'ro s�s'e (
Re
Dt red ss - bc,Ua �D a�.e ` rt ,ei „r..�
'n ` ! Haltom Lengfh v;o Q k Chamber Installation In Soil Conditions h craund OF Che b wdty Ta a
N r ra sade �I I I � I I �'� aomvar av r- eam„e� crameer Edge ar weeder of
- II� 1 N antra, E Fla�orr7 cover 67' wr, Stormwater Management Chambers No. 2 o U a
�li_d f 0)12Z7 1305 130] t3' 6]'X 20' 60
2 C�/2&,5 130-5 137.J
Chamber »30.5 ( (:o[To Sc f No. llsa H-20 Load g Chamb s o
/fnspectron Port •C
ro wale
tmaer Paved surtaeesl � o
1263-SP-2
Nab
v ° m m d
�a�r R ` I Aza e o..e_s. �g✓'aricns � � �
F nce Fndosure
ED,
CSC � 1 k = N69•T2'.59 E
7 --
k �^i \� --�— �•se �r §NFad k NORTH ANDOVER
BOARD
c , �• „o`o�,r� \ �� Ra. x '/c-" � ��.lam/ � � r`s I *IUA
[
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�YSA
� � � vim; '• A 5
F �
IA
`�NR
�_ R �! off . ��� �t3 a, Yfat_'and 1�eplicatlog .ore8
(1850 SF,)
l
!/ g
SO _N
FWaca
aw�o e�ainaPm ww Mvoa a M v• � k `�'�/ R�on'� .H e €�� �( I
" % p oIs
CL: G H
o� Lj V
NA NA A
L D M u � H
r.« � Aearnmq WeN 44{{ � m�
a �sos F+l G a e �
&A �.� 1 d P H odt K 'st Note,ym Pk-
T. [List fo�i5 ho llrnturb Zone E,nhaocemeat/W¢,�vd Restors6ou
ma.��s„,,,,a,e._ems.no evrr�nee Eo u.e a•E4•40^ ,,r \ ERCP e.t' a wecma_eed ui, ' `
e eed , � Q
R.- 3C' CS-s e n
G ' dew: n
i ^N-
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y � e
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a� ——� ��� � s as-se•sz••n zasoo � - _ � _ m �� ��
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F_ BurcNe sov cpuma
e�.w.�o,�.��eE.�6FAM�oa aEEso�o_r e C,�good Street — Route 125
s
Cross Section A-A � e a
Be\yert ee$�vH,R�eornEbz cso r.Fta>,Fvc7gaye"govGesarm & y 13 0--� Q /�g h'✓'--i eN et lacrld B 0R
736�-� rre\i e SnC'CC ro°,..,Suction C-C2c
20'2' 3 tG C
e NA 15
20'
Cross Section B-5 2
732 hro
132 1c zon a 7" 20'
2 h
Ze
w,u F/rF�„-
130
hm0oy
Vo+
h/ a r plo�Ac .c; U ti
.o r t/ s Fern s \
p y r W -,d cr P !,_ .O
and d _cr .,-'� 1253-1
0 728 \ —ter"', of' m 732--�
C h 2 cr -r f ? yw ° \ � d `
e
[rcg ciao h
_
r eeav,enc 12 es o e eplocP� 0 730
0 20 4C EO g0 finish gyro E rs,ing crc e i / g NORTH ANDOVER
°i 128 t'1--5, c �a-
Distonce !n Feet PLANNING BOARD 6�0 gC - t '�
1 0
- 20 40 "'
G -
Distonce /n Feet y ��
Cross Section D-D =
Bettye P PPt/ora FOOs 1V44 & N4$ *61
/ 8✓
s l to/ 7' - 220' - - - 0 2�s e n Feet n �
Re,tCa 2
142� Cross See Fl gs E E` ror
B J Nebaao Fl�ge N46 & S7
rr Sc H-izon/o 7" 20'
_ _ r^/ _
Existrn9 G ode — car 2 _
140-I Edge 7 -Edg __ °. /
of
e -ob
cra /
38 c
1
e
E�—Frs..G<ooe�
t r
o.c
m e I
a -
0 136� ,/ Ccr b L 132--I x real c6d cr /e'ohi/
�I
inc're M>I" Co =d
� xisrin Gr : ar c, m 6"atrs�o�
rI
t
134 P ....d P 7 i to"le s sir Pa.als s,o'•o� � T a
_ Y h r d
rn
`\f g c,shc, e ep,wed 0 20 40 60 80 > o.c ee
th 1z -',ches eore—,
132 s P of z 1 1,,l ' Distonce 1n Feet ��a(
b t b l d :h jute�ettir9 -
or eyuria erZ. '
- -
0 20 40 6G 80 y
Distance In Feet i �ci z�a '
s,EEw"r=L" c�' ir1 o
Woad Past 6' Q"OC 4"x 10"Wce �^ 2 AlC t TB C/ A A d Ror7�— Ie cs4.Ca P Proof 8 c Tvmosde 60amO � 9 i 0/ Bolrs \ iI
i Retaining Pyral1IDetail
OE TAIL OF BASE
Secti "A—A
m
P
1
RE A ii — r,PE v BetJ ra
aor.
eue v�. PLATE
on
h
1'Bevl _ FeNc a Pz�o
N.M. r �
A � C D
Roil y ,s
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10"x l0"Nood Pos[ 3F.s
(°re_rrnored) - oo°. e
sv "A o'cs-B-'B-B' � U a
� v
CU
MOOD GUARD RAIL
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Nor,o s a/e Steel Guard Rail Detail PAVIll doss-sE�
mar ra soere (7yp'—L) Dewatering Basin�ro�
I
�oT Ta s�q`_ pr R
Nei TQS�