HomeMy WebLinkAbout2012-06-19 Recorded Plans LEGEND:
�Jl
EXISTING LIGHT POLE
EXISTING CONTOUR PROPOSED EROSION CONTROL,
X10, PROPOSED CONTOUR EXISTING UTILITY POLE W/GUY
„A- - - TOP OF BANK - _ _ 'vET- - PROPOSED UNDERGROUND
12'w
ELECT.,TELEPHONE&CABLE
EXISTING WATER
® 100 YEAR FLOOD ELEVATION
t Pw PROPOSED WATER
j s s EXISTING SEWER
1 ! , L \ e'0 EXISTING DRAINAGE
eff PROPOSED SEWER
I �T 1 -- ---�_ PROPOSED DRAINAGE
EENCri;BARK -_ - - - n=
( 3 j lj --_-�:NAIL IN U P383 n t=j EXISTING TREELIKE
EEV=so.2d -- -- - _ - _ _. ... - PROPOSED SPOT GRADE .._.
-_
T x
--
--- - PROPOSED TR_ELINE
j -4_
o k 1 ; >xts_SPA SPACE, _- � _- _ - � 04 Q TP-3 SOIL TEST PIT T
_ _._---_
[! +�• t C EDGE of '�� '_�= -`---�----- --_ �x�\ ' � EXISTING EDGE OF PAVEMENT
} } I 106 C EXISTING GAS
z [i NFxnNe_D� I a'� _ - _ �S 1 PROPOSED PAVEMENT AND
zIM 5$_„ PC PROPOSED GAS CURBING-Lj
ENV=52 0t
D a EXIST { `"$�\ --_•`'-_�. i """-„�
SPACES PROPOSED HYDRANT, ►i t
0 PROPOSED GATE VALVE
,d MDE RIGHT-OF-WAY---_ i KING SPACES Ct? [ �. \
N/F ` PR OPOSED TRAFFIC FLOW BOSTON&MAINE
EDGE PA 1. RAILROAD }� PROP;. 0 LAMP POLE wso PROPOSED CURB STOP&BOX
I t i t, 7 t I?_1 a TGN I 40' - it78
?� t E I EDE`r`itPPAE T,E.G ACCESS&�77LTY .,-_ � �1,'
t s EASEMEVT RAMPS \e a
xlY �C NOTE.
\t 0 THE WETLAND BOUNDARY DEPICTED ON THIS
!' 1 EX7STI STI�LtC7�JRE `` ! `
24 ExsT S ACEs xis��ye Gk - a PLAN WAs ELAGGE BY DREG HOCMUTH IN FOR REGISTRY z GE DEEDS USE
Lf l `Z�Ii #22- � a t� € R G c Y Iv
a
t _ RAMP ( be
razefE \ \R , \ ' \ AUGUST 2011.
-' o \ \
r �
EXF.,T1N.,DMH j t 1? ( o! i EXISTING PAVEMENT T < ��. � N,
RIM==59.37 # € DE ACt;ESS&UTiiT?`E „r TO BE REMQYED �� 1 �Rli
veal
INV=53.87
r
X,
I-,_EXCESS U LTY LOT AREA �� s►
---
EASEMENT
71
ry x�_ 24,776 S.E. v &s7gD> xx
I ,
w — —a TO TIE LINE
a t E,?Z � T BIZEA't AWAY} r_SPACE
fl,
,-r fa THE fST
t � it � st - ��•
BD
S'
3 t t t 1
o.
n s EX
ST1I STRUCTURE
` ' G PAVEMENT� j (No �
_ EXISTING j Lz
G �,' w r 28-3u !'' - TO GARAGE To BE RE 8�C o
EXISTING Sri I - (to razed) 2
RIA4 6Q 78 [I t---• o�,..' '"f. %�=-r r, l
3ivY-.,...Fo,,OUTT t Jf t -N <v I F _ _ - e '�
_WIDE ACCESS g � 1 �
Adz
r
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sm
I f I!� _ '-� 4' Z-"_-'� �_�� �_ram. ���--mot-�•�.. 1_.�
Y }}
84-42'tto"w z - j` =_ �
EXIST. EDGE of PAVEMENT _ ! '''# 11��
I#i
SHED 260.
0 N/F t T
355 REALTY'RijS T
m I I N/F a tom-YEAR OCT)OCT)a
a 1 1 i G DAMANDPHU DAMNT.FPHU - _ G ��,., FOCUS SCALE:1"=1500'
_3.
AND
NGUYET Q.PHAM NGUYET Q.PHAMAL
,
-
Jt
N/F t ;
a VASIUY MOLLA I HEREBY CERTIFY THAT THIS
r o s Y
� PLAN CONFORMS TO THE RULES AND
r t 1 REGULATIONS OF THE REGISTERS QI
l E ADS CH -S
�R � • �` OF MASSA -USE T t
REG.PROF.LAND SURVEYOR
iI
e
EXISTING--OONDITI S_ALA
t �
"PONDVIEW"
NOTES:
l 26 PAIN STREET
1. T#E SIT aS SHOWN TOE NORTH-AhIQO R ASSESSOR MAP 5.) EXISTING CONDITIONS»E OBTAINED FROM AN INSTRUMENT FIELD p �}r� p MASS.
28 PARCEL 143.THE PARCEL IS THIN THE INDUSTRIAL S ZONING
suRvEY � TE N' CONSULTA.N ,-INC.IN AUGUST 2011. �OI\TN AiV VO��I1� €V(A��.
DISTRICT AND WITHIN THE DOWNTOWN OVERLAY DISTRICT.
TOPOGRAPHY BAD t929 NGv DATUM.
BENCHMARK:SPIKE IN UTILITY POLE 3S,ELEVATION=60.24. '1 PREP FOR: JEF 012 REV:
2.}RECORD OWNER IS I DATE: :�C1rIt,tOt't 19,2���REV: May 10,201 2*�`
REAR LOT,LLC 6,) THE LOCAR EXS S:CONDUITS,ARE OTHER UNDERGROUND
24 MAIN STREET STRUCTURE R,III cS S BASED UPON EXISTING SALE: '>:_
NORTH,AtdQ(? R.MA OiS«5 RECORD I -UNN A ARE ,WARRANTED TO BE CORRECT,OR o
THAT ALL SUCH FEATURES ARE SHOWN.THE SITE CONTRACTOR SHALL
E RESPONSIBLE R �G ALL UNDERGROUND UTILITIES, Approved by t}teJ\andover �� PETER
°D G
o I�� 3 TI,T IT a c °r HE S 7 a00D..
3.) THE LIMITS OF WORK SHALL BE STAKED OUT AND,«,..ALE.AND u'ONTRAtTop A & Rr O IB E FOR CONTACTING DIG-SAFE, NORTH AND OVER PLANNING BOARD �1 �� O I`{� � No.aa,a3
SATE: =1 C (1 S l t[f S 9F P o
SILT FENCE INSTALLED PRIOR TO THE S,ART OF CONSTRUCTION 3N COMPI�LA,NCE N� ��4 T EUNES,AND FOR ALL `
AND SITE CLEARING. NECESSARY PRE-ARNG� 'O .E NCING AN DEXCAVATTON 1 Fs rsTE�°
t f- qyA, 'a
f^ 1 i' FILED: i East River Place
4.} DRAINAGE STRUCTURES SHALL BE CLEANED AT THE COMPLETION OF ACTIVITY. Methuen,Mass.01844
THE CONSTRUCTION PERIOD AND ALL STORMWATER FACILITIES 7,)PROJECT PRG " **Revised May 1G,2012:exist.parking space Ial
MAINTAINED IN ACCORDANCE WITH THE OPERATION AND ,-EC{ INC_ HEARING: **Revised May 2,2012:none this sheet (} �{1 �U �j{� ��} ��.
MAINTENANCE SCHEDULE THEREAFTER, PO B(*802 **Revised April 2, 012: peer review comments
prop
� �£� **Revised April 2,2012:existing parking,proper E�a�Hoar
A DO R,MA'G£" **Reused March 12,2012:peer review comments (SSE T (} cJ �Q E'C2r
P:\11\11-28\DWG\SITE PLAN-FIRE DEPT.DWG
LEGEND:
c EXISTING LIGHT POLE
EXISTING CONTOUR PROPOSED EROSION CONTROL
I I {� PROPOSED CONTOUR EXISTING UTILITY POLE WJGUY
„�
TOP OF BANK - _ _ 'JET_ _ _ PROPOSED UNDERGROUND
a ;z'w EXISTING WATER
ELECT.,TELEPHONE&CABLE
3-I{�I 1OO YEAR FLOOD ELEVATION
02 '--{=-1� PW PROPOSED WATER
EXISTING DRAINAGE s C� EXISTING SEWER
�! PROPOSED SEWER
$ENCI,MARK - �+T �7 PROPOSED DRAINAGE
NAZI IN U P383 ? -- ��- 03 �`9_'.Lil� �1�RL�ii Y�3
ELEV.6O z4 +t �`` r = -- -_-- -- ', -___. �`--'-' - Il' EXISTING T€:EELINE
-- - �- I x� PROPOSED SPOT GRADE
,- _' _ _}ter unit
DO N 1 i --- - -_ PROPOSED TREELINE
.F - !; 1 i -=-'--` - _ to -E Sfl(L EST PIT ----
Er
�:
R ! \� SlopI --_-.- - EXISTING EDGE OF PAVEMENT
r s i i 1` ` - --..-- __ �� { _ �5 l 406 EXISTING GAS
-XI``IING DMH- Ri-'
€�1'RIM-sB.tt 1 j7 �` - - t - �x P(3 CURBING
PAVEMENT AND
W I PROPOSED GAS G
'a ,,INv=5z.ct ; I I _
Of
! - __ - � Y PROPOSED HYDRANT- l ; PROPOSED GATE VALVE
t -
5 I PARKING SPACES
t,. NJF : PROPOSED TRAFFIC FLOW
BOSTON&MAINE
�"--- RAILROAD - - PROPOSED LAMP POLE 'xsc! PROPOSE,CURB STOP&BOX
3 "3 fl CURB
\ P
4 NrF l08
{ # BUTTON
J
A�Pet SEI iP REDEYEL^vPAENT,LLCM I SAaH 2 �P{y t +�
t c.? . - S9.20 LOAM D tog
{ 1� {STTN STT Jrt i I g? A� SIGN TABLE
-URE
y
f _
#22-2d / 'f ru �' 11 D
r i€!' u.. �! i Z 1 \ I L by MU`CCL�
SMH 3 f. I-� - SIGN- SIZE
RIM-59.6C' 4SIGNATI
Nv IN=52.04 1 i ' W£ u tc \
:. RAM. j' `1�
IN OUT-St.60(EX 15")1 I r+ �` ! ��1 _ - - -
I p : : ; {I� OPOSED 6' B� rr f Lr'i�t f\ R A off:f 'r�`��,..F�:n.� \ \ BLOWOFF-, 15� SUE:
r .52�.,_ t
N1A17RR 1 �'�Y r-uLu'„'tm `_P SEE DETAILS - N0 _ER Zip 8^,zANty
MH ++ r o - -;. __ ---g- ;R__a-•=-- i, MAIN i /t / i�,4'tFn ��7f! '� ;',F TR.TSr �Q.ODE Yt� r._ i
EXISTING O ,.-� �T®-----_per- 29. / Urar` c"w'/ t� \� car Lu c DE,:-.?PEE,.SFI AI SC BE"EII40VEZ--. �>-
RtM=55.3r i? 1 vt 3 t i'! PW -9. ca/ i =�u RQP f t rtruttt _ �` cn
INV=53.87 t vim"L CPAP Tr. e- - ✓F� '%r �5,` 1 �> _ \. g
^-A'
u
c
- 1 1 y zt.
(I i -_. _ t3�o I j .t„ r �rrtit l
W I r _ S JJ r> f�' !t`forwgg.4.\\ 1 _yl ,, r A-G -
---- N/F 'oI
�f 17 +
It HREAK AWAY f! R=a'TRANSITION /�r fa�o!$ J G up Ff\ R>-r 30'x 36" I
REALTY REVEAL TO 0 AT - r I( 13-t� r 1a``5g \ •= A' 3
TRl;ST ft��-��''F f fi PR".FR i'r LINE _ i I` +\ . 9 3 F f\� �V-G",i`j��G \pR
r,
f'r. gr {'��( �s
EXISTING STRUCTUREj ¢ 7 . , -_l O N 1
2t1-r /'r''' �' o oaf / v ;
3v I`� i 4 - �`j+ ;��` °1 8` i
E)GSTING { -_� 1 I f Sg2r Slat,- 4
RIM=6a.7s ? 3 ' F, � ; # - — - -
F
!.-t=53. OLT ._; ` ` ? -' .�.� s,€, r {.",� ij 1+ NI 8 i t J f t F,.�T_..,� s Kz+ �.� 30" 30„
--` - _ �{
a
-
-
u
r`
UcT.GC NO PARKING .i r __`r.
`f
_ -z-2 _-__ . npc LANE SIGN -� ..t.,- . FOAM&
i
sl ,
_ �r
#387 -- ;- R8-311 � - �`
j
R
DO
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:
�__ _
f--N4Vr San
STORAGE-=/ _ -_,. y_ ! s rr
AREA EXIST. ,E I ,�,t s" ! RR--;I i$� �� f
r i uPED GRANT E DING SHED - - I
''I I { N ff I (OR VERTICAL GRANITE CURE)
( t { t ( CB-DRL GRATE l LEVEL SPREADER
t a + t + 855 REALTY TRUST RIM=57.85 INV % f L t4_Q'
!( N F OUT 54.60 ' ' i f _- ' i _ a , -
r
al T.
r TOP=Sg�0 C "`�A:i r�3o., �`JTE-
I � £-�-"I Jf DAM T.PHU NfF suMP 5c sL r GRAss PAVE^J� � - E�_�-aG u
DAM T.PHU -NO PARKING HDPE CELLS _ `
I 1' � 3
AND __f _-- All signs shall comply with trio(Manual on Uniform
3 T AND PRECAST CONCRETE GALLEYS-' FIRE LANE SIGN FES 1 1 F�n a I;
NGLYE.Q.PHAM Traffic Centro)Devices M
3 NGUYET Q.PHAM INV=5E.50 IN R8-3ir INv GUT=53 70 �ly(�j C.E;TG➢1_
N?t=I �f t INV=54.50 OUT �s8 A
�' + BOTTOM STONE=51.63 MH-i 4,ounting height for all signs shall be 7 feet(to bottom of lien).
�1 ei jjj {( RIM 58 25
I", i INV IN- 40
r z \�.: ,! NF OCT ss a., l
.,. n
c Approved by the
_I RSE R + jai - Al2OG
x' .: cc c. r rQ Tv- A_:.,',i:r4-A T i
_ GPADE.R 5,8.7£
i NORTHUNDO ER PLAN'NTfNG BGARW
- � DATE:
II ,J tiR ,,oC�1 -- FILED:
HEARING:
t SITE PLAN
.I 1t 1
FOR REGISTRY OF DEEDS USE
PQNDVIEWa}}
26 PAIN STREET
OF
' NORTH ANQOvER$ MASS.
- f ;
IN 1..5"RIA_S ZONING DISTRICT- � ; PREPARED FOR:�JEFFCO,INC. i
NINE, ANALYSIS
t=� ITEM REQUIRED PROVIDED ' � DATE: ,,a,.,�C,y 1.., 2012 V: ,ltisne 7, 2012
SCALE:E: 20p
LOT E, { ,000 S.F. 24,776 S.F. '}_
A,R
FR'4TA 150 FT. 0 FT. a cF<S
e
-. FR i 3O FT.* �*rah+5
iv J f Ss�rr'A nta Iuif}akixzATN€R
SIDESul tan ts
�Au 20 FT.* o FT. 1 C3con Vet
REAR SETBACK; 30 FT.
C.B.A. 37,500 S.F. i 24,570 �?v c
swrot Dwa1 East River Place
MAX HEIGHT 55 FT.*3 37 FT_ !
**Revised June 7,2012:fire= e^orkings Methuen.Mass.01844
MAX LvT JV xA 35 17.6 **Revised May 10,2012'.add wing,nnreiane
* to`t sn Downtown Overia **Revsed May 2,2012:peerreview comments U �� A0 60 80 Ft.
rL 0.54:1 ° (}.66 1 ** €+ Y **Revised April 17,2012:peel review comments
RAT I 5 and 3 stories in Downtown Overlov **Revised April 2,2012:exis parking,proposed trc� fl
P:\11\11-28\DWG\SITE PLAN-FIRE D€PT.DWG **Revised March 12.2012:p review comments !S EET 2 OF 4 OJ Q 2Q Meter
I a o
65 .. .. .. ..- . .. .. .. .. .. ...... .. ... 65 60 ,.11 �' N e- 60
ot"i it's
O 7ZG
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>
PV'STA=3+00
I P49 ELE'V=57-84
M� €€
20.0'VC [ E \\ "t, It
It
Z (,.,,- A.D.-'IOC, J
>
>> c�`�ii K=10-CO n p TOp=588 `� IB
z_z
u � � ( IMF '.5"RCP L=6'�
rn I m o�i f�o� S=0.0167 -_� _- HR
tAPPROX.EXISTING GRADE +II�Ina>60 > . 60 55 55
CONTRACTOR:
�I :.BOSSING UTILITIES ARE SHOWN SHOULD BE OGro I
CONSIDERED APPROXIMATE AND NOT ALL 4� ,�----�
� UTILITIES MAY BE SHOWN. VERIFY LOCATION �:.DO%
z o
"'n„a AND ELEVATIONS PRIOR TO START OF I'ROPOSfD GR ADE�'
1�t'n CONSTRUCTION VIA TEST PITTING OR OTHER LOW POINT ELEV 57851`I !tl I .l
IT�> RfL.$IBLE METE-CODS. NOTIFY fNC4NEER Of
x LOW POINT STA +I� 7` ` _ B�r5�13� CRUSHED STONE
wig ANY CONFLICTS THAT MAY AFFECT THE DESIGN I I -cf4..'"0
.,..,G �,.OF
a FOR RESOLUTION. I t\�_
3 5 \ -I STONE BASE 51.63
I i4in
I
I I It
55 ..� ............. 31 55 50 ----- 50
;. 1 ... j.
i
�4v-O�(BGTe�-s}
L=;76' E
5=4.0050
I
3'PVC i s;
=356 l
8"PVC I ' d
i I
PROPOSED DRAINAGE PROFILE
I ( SCALE:HOR.:I'=20%VERT.:1"=2'
f I
50
J0
PROPOSED SEER PROFILE
....
\\_ -GRATE /-FINISH GRADE
I,L �-PATE /
EEARON -T'4 DAL?
SCALE:H0R.:1"=20',VERT.:1"=2' CATCH BAS'N FRAME(DOUBLE GRATE" � \, '
26"DIA-CA M.H.FRAME&COVES.
6'DIAMETER C r FRAME GcR. COVER TO READ"DRAIN" ` MORTAR I
{LeBARON LK 110 OR EQUAL' I
OVER O READ S W R" FINISH GRADE !F J I i i
,LA_R R K 110A OR EQUAL'
FINISH GRA;s=E 1 - F ANFW,8-XSE - i --SURFACE COURSE BI T.CONC. E 1
BRICK_SHELF AT CROWN i
yy SHR=AC_COURSE BITUMINOUS CONCRETE �OF EXISTI III' r S PROkIDE SMOOTH r.=I 1 / / i fU SHAPE HA NEL \ y� \� N IN =��\�-'5 /-z:fY/i FROM INLET P€PES Tr MORTAROUTLET�Tv-RTAR '-LASE COURSE BITUMINOUS CONCRETE �-BASE COURSE BIT.CONIC.AER W1 PRECAST R O-CED CONCRETE VENTED OIL-DEBRIS
DJUST C FfNfSH GRADE WITHSTEE4"INFORCED COPOLYME � �-wST TO FINISH GRADE _X 75-SEWEEREX PE IyPTERI GA KE !� MANHOLE B.;RRELS IT I"gin /� TRAP,"SNOUT"B rPOLYPROPYLENE PLASTIC -EPS �R ME S T SEAL COURSES OF MORTARED BRICK=-1 W C-URSES flF MORTARED BR€CK STEEL REINFORCED COPO,YMER t--� . r,� 1 BEST MANAGEMENTPER ASTM C478 51't C + COURSES MIN.4 MAX) t JOINT W'.'.':NON-SHRINK POLYPROPYLENE PLASTIC STEPS !� \ �t COURSES PtiN �MAX I _ PI j� PROD!ICTc.INC,OR
GROUT rtF.) PER AST.G4 a 0 12"RUBBERE ec - _PRECASTRFINF RCFD
CONCRETE C-0 ?IA f EQUAL
RUB "0"RING GASI - `t, M H ECCENTRICCONE SECTION fI lI I
u `t-F--PR EC-REINFORCED CONCRETE SLOPE Y+"PER FOOT I \�
M __ N R.0 CONE SECTIONSNCT 1
_
)
_FRUBER"�"RING GASK T
y AL
I JNSU-$~ >JE A-
t2ET-".AL
BELOW AT a BAS-N�6"?TAR JOINTS tNs1c I S BER - Ak,RIOFCCG-E
I
_ �
_{! I
t
DRAIN PIPE€T Wf NON-SHRINK PRE;
IS NEW SEWER IN RE PI ACED WITH •MF pTATERPROOr GROU MN RI ER GRAVEL - SHEETING �t cn-BRICK SHEv AT ORGAN PRECAST REINFORCED
iRGHSHAPE NOTCH,N OF EXISTING PIPES
PROVIDE SM NECESSARY. PRECAST B ASEWILL Bt 'SE1 `jj CONIC.M.I.RISER SECIONPR-CAS RISER WITH
LARGER ;
4'-0'NA DIAMETER c
EXTERIOR OF MANHOLE TO BE l U SHAPED CHANNEL
:AN LX1STING PIPE QIA. I ! i f EN+LLT PIPES T
PIPE s:CNNECTIONS TO BE a ,-COATED WITH ASPHALT SEALER �O.A - PE_ MORTAR JOINTS 'lI
PROVIDEVGA,.ESTOP --cr t'
i Ai`�XISTING PIPE - - �s A'T OUT ( --72"MIN-COMPACTED
MADE";,i171 WATERTIGHT, -E ;� �' I
F E L BOOT e• L?B NhTH - i i g - W-PH NON—' RINK
Nt#N-SHR#N#{GROa EXISTING
f EN -
SEWER; ' i-£-t 15"SEWER WATERPROOF—GROUT GRAVEL
PIT FLOOR u'=-EP - - - -- - - - _ -
na
l�l
AS
BEE sLT LEA
CLASS.az.O BETE F, -�- �` HIGH AS CROWN€1F HIGHEST PIPE _ - FILLED
.
t I t t�Ti;I�� �- 1R� �
INv. x- -°= BRICK CHA+fL AST IN PI ACE SLAB WfTH CONCRETE
ice-
BRICK
n,
,cKs ON EDCE} IG uN,NG M.N. �.vo °� Q R= j f � �
- 5 BAR [ T BASIL DETAIL
PRECAST REINFORCED i i { f ,t , -
M.N.BASE SECTION `F-R C Esc MACK� �- MANH- a _TC BE f N...
> � 1,.WIN-
r2"MIN COMPACTEC ''=AT- R =BEDDED
.-%i N MIS -DRAIN!PIPE DRAIN PIPE
SCREENED GRAVEL 3Z Nv
DETAIL IBM GRADE
i
SEWER MANHOLE OVER
Tfa1 SEWER ;_ TAIL EXIST�G SEWER
.,....L SEVER _l-O DETAILS
COMPACTEDTS 4N,
SCREENED GRAVEL
"�ON D V C7
".ITsPRECAST REINFORCED
M .
FOR REGISTRY OF DEEP' S, s 2 MAIN STREET
DRAM MANHOLE DETAIL NORTH ANDOVER, MASS.
NTS PREPARED FOR: JErFCO,W.
=VM� DATE: January 10,2012 REV: May 10,2012**
97.
SCALE: 1' 20'
Vill Approved'uy the
�� \ \<ARTIIH ANDOVER PLANNING BOARD Qi dove' THE 1'
-y
A' DATE7
Ir,O, f
dg�if� 1�� :F"L FILED-
1. 1 East River Place
7 Methuen,Puss.01844
6` **Revised May 10,2012:none this sheet
**Revised May 2,2012:peer review comments 0 20 40 00 80 �7+
**Revised April 17,2012:peer review comments
**Revised April 2,2012:existing parking,proposed rc tow,
P:j11 11-281DWf\SITE PLAN-FIRE DEPT.L4WG **Revised Morph 12,2012:peer review comments SHEEC i 4
0 5 10 20 Meter
-7
NOTE: PAVED UNPAVED
PLUG SHALL BE MECHANICALLY RES
CM 25CM i
SPECIRCATGNS
B-FOR BELL AND SPIGOT PIPE,9E TO BEL UNIT SIZE 50 CMX 50 CMK 2 5 CM
C26'x 21'X!'I �AVEMFNT&SFJB�ASE
RBJMW
EXCEPT IN TRAVEL WAYS
N 9 PRO�-IUCT AS S;DE0--iED) egm SS
,,-4"-6"WATER STRAW OR HAY BALFS--� /-2'WOODEN STAKES PRODUCTAVAiLABL,R MT
MAIN 0(2 PER BALE) OLL SIV-S,SH RO L SRES
% LjNITWE':GH7510GRAMC 180Z-
2 MEN. 2 MIN. -6
S�IENG-11,402 K&CM(5720ZS1) jC410:
OR 2S SO 5 POUNDS!
H
7 W
COLOR-BLACK ISTANDARDI
j
1-7
7 V RESIN!NVI P.)Q-CONSUMER GRAVEL
BONE) A S
RECYCLED HDPEA-DPE
'T-- 4>11-�, P�1111
SPECIFIED)
BREAKER
'4 ED
S U11 A B LIE EXCAVA`
off
FRONT VIEW GRASSPAV12SQUARES
jv,. END VIEW X� \> MATER!AL THOROUGHIY A
CONCRETE ADJACEN GRASSPAVE'SOJARES K,>; COMPACTED
FLARED COPPER T`,RUST BLOCK
STAKED HAYBALE BARRIER DETAIL
CAP(TO BE USED !L-MALE x FEMALE
BRASS ELBOW NTS
�S DUST&DEBRIS SEE ENLARGEMENTBE CS�V' 3'MAX AT
HYDROGROWMIX BELOW RING
TOP OF PIPE
COVER) F
2"THREADED PIPE FOR
RtR
'AR 'R,TE rd:U era an4'CONCRETE COLL tL-i-_-�1-1 , , ,_ A, FOR REGISTRY OF DEEDS USE
4"-ONCRETE HOSE CONNECTION 75 7 T 7 7
V
COM-ACTED SANDY GRA`EI
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6'O.0-----------
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STAPLED To PosTs— /A"CIRLIJISHED
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I
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I I FROM ROOF
PAVFEMENT CROSS SECTION
(SEE MASS D.PW CCINST-STD.10650)
NITS 3
COVER TO READ FINISH GRADE
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-------------
6. SEE AIL
HYDANT DRAIN LEVEL SPREADER
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OUTE-DETAIL
CONSULT%151 NORTA ANDCACR RE DEPT�OR TCCWi S-
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--PLACE SOO ON
SLOPES&D
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EN _ DETAILS
FOR
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VEMENT CONCRETE a0DO'PSI MINIMUM VTOR S- GRA�
?S DAY 3SPAVE FOR TRENCH(typ-) 2 DESIGNS;FOR�-20 LOADING,UN I CON10,
EXISTING 3:END& SQUARES BY 6 LOAM 00TS DO NOT RO�IL&-TERU�0PENV--, 4
MAIN STREET PA 2
LPI Y,PRO-DE END UNITS END END. !N'ASIBLE
-------- 5,W101----�NG FOR 15'ROF AT INLET AND CAHLET ENDS. STRUCTURES,INC,
INSPECTnN NORTH ANDOVER, MASS.
5��2�'d OPENING ON M-TER OF�,E
All—
PRD4ADE PMER WITH�h6k�LE FRAME AND u7VER
G�-FOR SYSTEM WSPEC0L- �ICAL DFR4�RMANHOLE DETNL COMPACTED GRAVE- PREPARED FOR: LIEFFCO,INC
RRAME AND COVER SP -10N�
ZSIWC SASF STI�G PASIE 6'CRUSHED STONE BASE
DATE: January 19, '012 REV: May 10,2012**
SECTION
COMPACTED GRAVEL
BACK FILL LEVEL SPREADER DETAIL
NEW PAVEMENT-j' 1NFILTRAT11 -ALLEY DETAIL
Iv NIATCii E)CS��NC `95-STANDAR NTS 1�01
THICKNESS(4'MIN,., PROCTOR'
NTS
Y,kmcB S,
\andove- 'FAIRWEAT11-
I j c R
onsultants Ch L
TRENCH PA TCH-PA"-CEMENT
inc.
r.
NTS
1 East River Place
**Revised May 10,2012:none this sheet Methuen,Mass.01844
**Revised May 2,2011?:Deer review comments
**Revised April 17,2012:'peer review comments 0 2 0 40 6 0 80 F+*
"Revised April 2,2012:existing Parking,proposed t'zfluc now
P:\11\11-28\DWG\SlTE:PLAN-FIRE DEPT.DWG **Revised March 12,2012:peer review comments 4 OF 4 0 5 10 20 Meter
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