HomeMy WebLinkAbout2014-04-15 Applicatioin Plans SPR 3/14/2014 1 NTH
ILc, AREA
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493 O.Ft I &
- THE E?I� T1HG CONDITIONS HAVE BEENCf�PILEO F#�O�fi PLANS PREPARED 8 F�IG`f-#Jkf�D F. MIN KA �C
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v N TOTAL AREA — 416,904 SQ.FT,:k
ca v OR 9.57 ACMES±
LNV075.60 a SPAM 9<vk _ —— I 1 I *J)II= DRILL HOLE FCKJNO
IRON PIPE FCKJN)
GRASS _ a 0W TAXK I om sc RAILROAD CONTROL ARM
�° I UT1UTY PDLE
21.6' q IRQJE IEA'd
cEt
-CJ9GP1' I HYDRANT
R-60.a1 1 ' WATER SHUT OFF
NV-78 23 I o+� WATER GATE
J &4V 7►6.1 I ) cr. o` GRASS I w In CATCH BASIN (CS)
I DRAIN MANHOLE (OIAH)
ass ' v0 SEWER MANHOLE (SUH)
�a��.� � � � ur�lc�+ors MANHOLE R79.2a TELEPHONE MANHOLE
e ' I
AS GATE
. B / --� SIGH
#� ! s - SEWER UNE
352' G8 #tA55 ELECt - G - - CAS UN
a r Cc"TAOL -w - WATER LINE
ao #
SOULca ELECTRIC UNE
Or C C 4Pr R-ft$2 ° ti -iD DRAIN LIVE
.Y PNw aM 5.02
TF-RMINUS Ut+fKNO `+!
VERIn AL GRANITE CURB PRQlECSHF0
CC VERTICAL CONCRETE CURB
BiTuminotis
f {'
C l CONCRETE
# CAwy PYC OLYVI# YL F {_ORIpE PIPE
RCP REINFORCED CONCRETE PIPE
m BOTTOM CENTER
1~ri1 112r + 10.67 NO PIPES 1AWLE
t1# CaaD ac ••
t F
2 GRANITE v k4' ULM HU NT �. 57►.8'
, I=iHi HEL1FLOOR ELEVATION
O4ASS y5 r w SLOT GLACE
URASS
' + 2#9.2'
CID
1 � 11
CRASS
'i GRASS
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522'�S'49'�4'
p MVATE
ire r R1 r
:...... . ......... ................ . ................ .. ................................. . ..................... .. . .
HIGH STREET
PAVED PUBLIC R.O.W. 50' AIDE)
STAB
1422`4V45'E _
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EXISTINGCONDITIONS
Ice
PLAN
39.5 19 2`
"G, HEIGHT 70'
SSEETIi
� !jUI,TILEVEL WOOD
Ql & BRICK
. � BLDG. AREA=
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36,337 SO.E1`-t
' SHT I*
MULTILEVEL BRICK OR BY, BP
BLDG- AREA4 599 G01 S4DrFT,:k 1771
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UzA55 , r] C�IrCBY: W
F£-I
s 3 PROJ fop: 2014 014
DATE' 03,14A4
C3
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LOCUS
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HT10:
i /D+yR�yBY:�/EP
Q S. C4'J 2 lx
) � K BY: *r
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PROJ h'Q; 2014-014
DATE: G3.14.14
SCALE: AS NOTED
CEOTEXrlLE
CATCH IN TE sr r
r
� F
DHF O tLL HOLE FOUND
dPF IRON PIPE FOUND
0m sa RAILROAD CONTROL ARMS �
�U+ UTlury POLE ti
HYDRANT -51L ,+ClC' e.+►^� Ro#E�C N��t7AL oR OYERFLOv1+
( ) PM STORM
t' WATER SHUT OFF `STREAK! GUARW (BY FOSS ENMRONUDITAL VOLUMES)
0+� WATER GATE SERY`C£ ) OR EQUXA
w En CATCH BASIN (CB)
2. INSERT TO SE EUL ED AND PROPERLY
DRAIN klAli#iOLF {Dl,fi#i DJSPOSEO OF WHEN #t IS 1 2 FULL OF
SEW MANHOLE (SM14)
UNKNOWN I AtVHOtE 3+ INSPECT INSERT AFTER ALL RAINFALL y
} TELEPHONE MANHOLE #ITS, FAIR AND AIN1JL°r� AS R��UEJ�E�.
o€a CAS CRATE
a...... . . _ SEDEi ENT ACCt3 VLAT}OLi
UGHT .
k
SIGN
5 SEWER LIMESILT SACK 0 CATCH BASINS
ti `t
CAS LINE
'. : ht01' TO SCALE
—w WATER LINE
............. TELEPHONE LINE
ELECTRIC LJNE -- J
_ STIA_L SST
DRAIN UNE
- TERMINUS urKNor :'!. : , : : ". - ... . ..._..".. .......
t r.... " _ :.. ::.
OC VERTICAL GRANITE CURB � R4W
Y � Hsz�WA YANK, PAf*%G AS MG nT
c VERTICAL CONCRETE CURS :..
}' t } NORTH ANDOVER, WA
SIT. BITUMINOUS
CONC. CONCRETE .......... ." _..
...
PYC POLYMNYL CHLORIDE PIPE THE PR�.IE T CONSISTS OF P14Fll4t#G IiI#'fiOVEIfEhITS FOR THE 11EST }fl ON I•pGH STREET NORTH OR ALL ERGS AND
.... ..., AhTlOVEfi. THE clahll�ACTO� SHALL BE #�£SF{34'I�SL.E F C+l�IS�UNF CONTRCLS A
RCP REINFORCED CONCRETE PIPE ......_.I_ :{ CLEAN "sl I
-
cI >x >";
FINISHED FLOOR ELEVATION .. V.
INSPECTIONSCTIONS OUFRO { iSTFtLICTIOh! CF ti�S PR0.ECT.
E
i
+ 16,87 SPOT GRADE L r OF Vn G CJVA1H { }
DISTUROED ASEA
r E SILT AGK ti-' XISMO SITE IS PRESENTLY DEVELOPED THE L�OERLMIG SOLS CONSIST OF LO Y SAND AND URBAN
k
JK
f iftE., x ' • E TOTAL AREA TO BE DI$TLJFt IS APJ}R0 llATEL O 2� Y 1 ►�C
O# AJF#J4GE TRENCH
a
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.. .: . . oo�I s
! C EN OPALS
1. INSTALL
SIDEWALK REMOVAL/PATCH
OPAL i�AT(:# ;. FI# AO MST {. _ - _ - 3. QWS1RVCT DRAJNJIGEL
,.
..... . . ..". TRU AREAS,
2a' Cr OE"
ARIA'DI di
RfA� , � � F1�fO ERQSlOh! CON
Ift SrVi■� 1 I�++a,r�al V
'� t` �i R TR
..... __
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". ... Jt�t E�5r CXJR� AT ..... ... ... �
PRMCTWO
F*FxCp PJ, C�iG AAJlS ak ;'� ' - -- ._.
.'; 3E AND
: 1IOdr. OLtCE E OF THE OLLOiVC. C HAS OCC�3J21I
TTp) } STA ZA A. AREA SHALL BE CDNgDEAEO STA8E1JZM ON F N A
44
'.f
x
ATIVE
S BEEN
S- ....... 2. A II[ OF 3 OF NOFIT-EROSIVE �ATEfiIAJ41 I E E�45 STQ�+kE OR ?-RAP HAS BEEN IEISTALUp
l l
'.. -
ERMON CONTROL SLANKETS HAW BEEN PROPER-Y LNSTALLEO
- IMPATE LOAM Sri AND AREA TI'ON
TA�Uz►kr�or+ 5H+4LfLyfy6`�Ei D ON ALL L S DtSTURB£D S 11�3I:RE G�'i51RliO
. . . . . "��' .` `"� �.:, � ', � .� 'f', ''..� (34) CALETtDAR DAYS BY THE FiJUR'fLEHT?�I (1 41H) DAY Il>`TE7i
... CEASE
AN
� rlr�r ILL Isar � FOR u € THAN TN.xRT1'
.. .. .;.�.- COC'1$7Fi+liCifON ACl�1�T'f HAS PE�2sirAi4E?ITLI' OR Tp! sLY D �I THAT ARE�I. ALL D4$T#�f2 � AJxirA
� .������: .. ..V ALE,. IE '
ALL CUT AND FILL SLOPES
k ....... ..5 i _.... .. y.[ ..
. .� .• .. '. .i_�� .. �.`�. ... .:. ... ... ! �s ':�.� : �''. SF#A#„E. Sl'+ UZEE? NiET}€�,I FCO+UiHS Of 11RAi.�Yd# 1tAE � 11{3#,I 1IEALJFtEO AND
IhCLIII
. .. \\
i
tit 2- EJI.ILq HC.
3. ,JFJTE WATTING,
is
O[1kNG CONSTRUCTION, RV-4W WLL BE DfvERT D AftOLR D TM 50FE MrH EARTH OI.KES, PI WO OR STASUZEO
pi ANhf YJi#E E PQ$SBLE. ALL $rOR DRAM ENi1tT5 SHAD BE PRo4l8€D +hillE BARRIER FILTERS. ALL CATCH
: OAS*fS WLL BE COVEREO VKTH A GEOTEXTILF FABFt}C PRIOR TO THE BASE PAWMENT ODURSE BEND PLACED.
ARY, CONTRACTOR SMALL STOCK iLE EXCAVATED IJAYMAL N A LOCAII10N APPROYED BY THE
CONEY ria�1 �SOON �,t THE PAR MG LOT ADJACENT O E E 5 C BiJN.D�C
A I 1{I*J2 T A T THE J4 r�
4 !
s _. . .... _.. . ._...... . - OF --- -- -- REV G`f Sfi TI4`# DATE
T1t++lIF,IC {)E CO .TRO S IF,IEASL#RE
r s
"+ "- ""••"'.�^ �•="-� �`� ••• :'f :' ='` '` AS IMCATED IN THE: SEQU€2#CE OF lJA.h]f# AC~mmnE THE Axo ER05IOhk omrRoL SHALL uE tH rALLEn PmiDR TO
:.
AO LL#f
cOxJ rr raw
_..... '
`� � � . . .... . �xOI�� r3#A�+I TE�t#2TY { ) MAYS 1�I�..L [�E* srAsx�u x�rwl A 1POEkAftY SEES AiYO I�,JI.CI� w1'I�rav F`OURTEE# 14y
., . ...... ...."... ..:.....:.......... ...--'- ... - MAYS OF THE LAST 055TURSANCE.
:.. ..... ' . WASTE DLSPO ,AL
A_ WASTE F►ATEF#ALS
HIGH �+TREET ALL WASTE MATEMALS WLL BE CCL ECTED AND STOREfl IN SECLINELY LIOOED RECEPTACLES. ALL.
TRASH AND 04NSMUCTION OMIS FROM THE SITE iL BE DEPOSItEO IN A DWPSTM No
CONSTRUCTION WASTE UATEMALS WLL BE BURED ON SITE. ALL PERSONNEL WLL BE 6NSTMI CTEO
(PAVED PUBLIC R.O.W. `-` W DE) FtEGAPDNc THE: CORRECT P ROU'DuRE FOR WASTE NSP05AL BY THE SUwPEAN1TEWENT.
. .... ....... . . .. AZARDOUS WASTE
AU HALZAROOUS WASTE MATETi&S WILL BE EX5POSED OF IN THE WANNER SPECIFIED BY LOCAL SIAQ
OR STAVE RI*Gua.J nON OR BY TIC MANY ACttJRM IlE PERSONNCL WLL BE INSMCTED IN
THESE PRACMES BY THE SUPMNTENDENT.
cl SANITARY WASTE
ALL SMOTARY WASTE WLL BE ODUECTED #ROkA 114E PORTABLE U44ITS A I W-MUN OF ONCE PER EROSION
VIIII BY A UCErNSIM SANITARY WASM UANAGMENT CONtRACTOR,
DUST CDlTROt CONTROL
A- TKE CONTRACTOR WALL BE REWON99LE TO CGHTROL DUST tHROIJOHOUT Thflm CON57II IOC[
PEMOD. OUST CONTROL METHODS 9IALL LNCLUOEt l3UT NOT LIMITED TO SPR4NKLJNG WATER ON
EWOSEO AREA$. ME RM LOADED DOUP TRUCKS L€AMN413 THE SITE_ MO T£NFORARY MULCl-NG. PLAN
DUST CONTROL WEASURES SHALL K UTIUZED SO AS TO nEWNr THE M%RArlm OF DUST FROU
THE S1tE 70 ASUTTLNG AREAS.
SHEET#I WE:
200
SIFT W:
OR BY: HR
u ; 23 49 CHK BY, W
Ff=1
PROD NO: 2014-014
F DATE: 03%14.14
SCALE, V=20'
j
1, ALL WORK PERFORMED AS PART OF THIS PROXCT SHALL CONFORM TO
f' THE TOWN OF NORTH ANDOVER. DEPT. OF I UEKJC WORKS AND ANY
OTHER AGENCY WITH AUTHORITY IN 'ITS AREA,
. CONTRACTOR TO MAINTAIN! WORK AREA IN A CLEAN COND47I0N. NO
� CONSTRUCTION DE1S SHALL BE ALLOWED TO ACCVM1JL1lTE YriTF{IN THE
WORKSITIE AND NO GIRT. GRAVEt, ETC. SHALL BE ALLOWED TO
f,
4 '' • .. �ti ,_ f ACCLIMULATE ON THE PUBLIC RIGHT—OF—WAY.
3. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK 04 TURBED BY THE
ON RACTOR'S OPERA'nONS SHALL BE RESTORED BY THE CONTRACTOR
5 TO THEIR ORIGINAL CONOMON AT THE CONTRACTOR'S EXPENSE.
+ •
oDHF VRLL HOLE FCKJNO
'i � I 1 i • J � \ .. _ � � \ k �1 M1� M1\ \ M1 � r P R 'Y7 PIPE F r17O
111 4
7 V I^1
1 ... .,.. { .... ... .:......... =... _._.' RAILROAD COI`+ITROIk. ARM
_. ..
UnUTY POLE
HYDRANT
..i
1 :
,
.k
;
_ . WATER SHUT OFF
Olm
WATER GATE
PROJECT TEAM
DRAIN MANHOLE
1t rl t�
1� I
4
k
I
1�f
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I"
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r k 1
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SEWER MANHOLE (SUH)
r..
SOEWALK PATCH
UNKNOYM MANHOLE
TIPTELEPHONE
M1
OLL CAS GATE
LIGHT
SEWER E
i
x'
I;
PROPPDW w WATERLJh#E
GAS LJNkE
- 'rvts ({ram'] T TELEPHONE LINE
' f -- -- 4 ELECTRIC U
43.3 DRAIN LINE
r>
PROP { G Si ' .. . s' i -�- TERWULIS lJ4`+XNO*N
ti.� x GG VERTICAL GRANITE CURB
CONCRETE CURB
,
+
tI
?P fY�lW
{ l MINOUS
Co YI E
... i .4 r
� �` � ' j � C. CONCRETE
-_ P POLY111NY1. CFit4�I: Y NFO
Ji
LORIDE NPE
RCP REINFOR ED CONCRETE PIPE..
,14�1 i
;i - +
4 � � Pi�C� _ r� �,` ' ' .��$, 1a,�' Tom, �r SPOT GRADE
j -�1 : � \t {f' -M1,3s�+` ��-- I � '.� `� •
PROPOSED
. I
I°
� -'� � �r�� � �687 T
t
PERMEABLE PAVERS
!l'�+)4'J PROP M {ram ..__...... -.
33
r-
_ J. PROPOSED SOD
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� PJk4�R5. P�
�i'ROP Rm
� - ..: r I i i..-_ 1 I- i I i` M1 _ "' l •_.•_. _'_.___
�.
;_ .. Waymo* IN
PROPOSED PEA STONE
1k ,
;
{i. RET+ I SIGH
w
;
+
SIMWALK PATCH
I
T R16 I�, r4S.TAX REV OesckpTla4
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....r ... '. ...................... .��.''.''`..'`'.. ....................... .. . . ... ....: . .. .. .. .................. . ... ... ........... ......... .. .......................... ... ..
HIGH STREET
(PAVED PUBLIC — 0' DE
.. ........ - - ... .. .. ........ ....... .
r —._..-.
. x77.
f
LAYOUT
- MATERIALS
FLAB
SHEET HAVE
340
41T 1%
DR BY: SP
PROJ NO. 014-014
DATE: 0114,14
SCALE', 1'=20'
5
5
I '
5
WATT
THE LOCATI I AND SIZE OF UUMED U11LITIES ARE THE RESULT OF
SURFACE EVIDENCE AS LOCATED BY FIELD SURVEY BY DESK#
CONSULTANTS INC., PLANS OF RECORD do PLANS FROM RESPECTIVE ` ; ' � • � i
UTILITY COMPANIES.
w T14IS PLAN DOES NOT NECESSARILY DEPICT THE EXACT LOCATION AN€] �
SIZE OF ALL UTILITIES VMICH MAY E?GST AT THIS TIME INSIDE OR OUTSIDES ! � •.
OF EXSTING OR PROPOSED BUILEXNGS. ON THE SUBJECT PROPERTY. WITHIN
THE STREET ROW. OR ON ABUTRNG LOTS.
I
THE TOYM OF NORTH ANDOVER UVNIOPAL U1IUTIES (WATER. SEWER, do
DRAIN) ARE FART OF O(G- SAFE. CONTACT DIG-SAFE AT ! ,
1-888-344-7233 OR I -SW--322-4844 AT LEAST 72 HCKJRS PRIOR TO
EXCAVATION.
THE LOCATIONS OF EXISTING UNDERCIROUND UTILITIES SHOWN ARE
APPROXIMATE ANO HAVE NOT BEEN INDEPENDENTLY YEFdnEo BY THE
OWNI=R OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL FIELD VERIFY
THE SIZE ANO EXACT LOCATION OF ALL, 16STING UTILITIES BEFORE
COMMENCING WORK, AND AGREIES TO BE FULLY RESPONSIBLE FOR ANY
ANO ALL OALIA �S WHICH UIGHT B E OCCASIONED RY THE CONTRACTOR'S �,...' _.,. �. .�, �• � k-� I . � � , � � �� k.
A AND PRESERVE AN AND ALL UNDERGROUND � _....._k......._.._._. '�..�. ...._.ti.. LL � � `�
FAILURE TO EXACTLY LOCATE :'. : �; :.._, �, � �--._. . _ ..._.. ...__. ._.. ..
TITILIIEa. ._'_•.�.......= _ _ . '.Lid
55
ALL UTIUTI€ SHO ON THIS SITE ARE TO THE EXTERIOR OF THE � � ;i... ....._._ __ _.___. - - �.� ; ��, �
•"-�' � ., ;; DKF" �IfI<II.L F€C�LE E"OI�N€l
BUII DING} FOUNDATION ONLY. UTILITIES THROUGH THE FOUNDATION AND ' ; � _ - , . _ry , . I I> ' •} - i O�� IRON PIPE FOE1hiD
xk , . ryLL
INSIDE THE BUILDING ARE THE RESPONSIBILITY OF THE MECHANICAL :, � ._.._ '---.. ...... - osc # ARMENGINEER. - -�
v }
U TY POLE
i
� HYDRANTPI�OJr*CI'IFJ4�l
THE CONTRACTOR IS RESPONSIBLE FOR Y£RIF1ING AND RECORUNG THE ,- T
y... i..i , ---.... .. , 1 'S k1+' UT kff
EXACT LOCATION OF ALL PROPOSED VTIITY CONNECTIONS. :: ,,. , ,� I I � , ......... ...... _ ........ -__....... -... _:__.... --:......__.. -
_..�. 1 ...........__..__. ..
.-P#RW AREA 1�YATEi2 WATER AT
,
OVERFtO
THE CONTRACTOR 5HALL SUPPLY ALL PIPING FOR THE UTILITY SERVICES
AND SHALL SUPPLY ALL ASSOCIATED APPURTENANCES, F1TRNG AND {,•' I}iV FhI� � k_ Oltkkl, i � IB DRAW I�AS�N SCR
VALVES UNLESS NOTED OTH#nRMSE. THE CONTRACTOR SHALL PERFORM AL � r OUt.�xtST x`. DETAIN ItiIA!`,CJ� Iillk+lli�
1' Ir A#i€} DRY TAPS AS PAIN` OF I }Sf?1E#t CONTRACT. -: a f :'_ " .. SEWER MANHOLE (SMH)
-: . _-- _ ..- + " -- - oVto�r t
..�-. .- PROP � � '` � UhI#CNOY44t MANHOLE
DRAM
T(31hIk,E OF IVQIiTH A3 €?Ol+€R RESERVES THE RII#1` TO INSPECT ALL
:I TEPFi 'IE MANHOLE
FAaLITIES 04SCHARONG TO THE T014N OF NORTH AF#D011'E#i E}RALN AND
GAS
FidFpl£ € 75X -- ---' _ GATE
OR SEWER SYSTEMS. 4
t
` LIGHT
WHERE AN EXISTING UTILITY IS FC JND TO COFLtCF 1MTH THE PROPOSED `- '` + ;I. ! .', r r :; - - RCN
t
• 'k '. _ i
+r,40Ft1{, THE LOATiOt#, ELEVATION AJ�E€] SIZE 0F THE €?aSTING UTILITY `� �•� � � _ :_" `, � � _ . - r' I.C _ --'- _ s . _ E1hf# #.�?�E�
• :, . ? '
SNAIL BE INVESTIGATED 1kTFIOUT DELAY BY THE CONTRACTOR. Al'#€l THE -' '° ' GAS-
INFORMATION AND/OR ANY DISCREPANCIES 1!WTH THE PLAN SHALL REPORT. 3` S�4 1 ' ��'� , ��f - WA E
TO THE ENGINEER IMMEDIATELY FOR RESOLUTION OF THE CONFl.1DT. r I � T TELEPHONE U�IE<
., TER LINE
...._ -
v t .
I ', ;}'__~'� { '', i `• .. . _ , ru ELECTRIC LINE
TRENCH AREAS FOR THE COt�kSTRlIC11C�'+I OF THE UN1RGRCUl,iD CITII: TIES <f �, , . _. _
ARE TO BE FIIPATCHEQ Y41TH SAME KIEATfAL !4T THE SAME DEPTH AS ''I #� i -�, UNE
- -- ..• -. I 'i. DRAIN
} '' �FE # i i'
#l*,I {
IA AREAS TRENCHING SHALL BE NEATLY = : : °.r. f; 1
THE EXISTING MATERIAL, THE E S � ..... ............. ..�.........,�. �. � �� -t �� _ - `-• � '--�� TERMINUS U#VI��IOVNN
L
SAW AI'#0 THE NEW IIPATCFiIHG I,IATI=# IAE SHALL BE PROPERLY I, ;:„ _ ._._. _ ,-A �c :I D
SEAL.EO IN ACCORDANCE NTH THE TOW4 OF NORTH AN€IOVER MUNICIPAL
.......... --' ': _-- _
Y I
r _.n_ _ — I k R PROJECT ItiIFO
•'.: {aC 1+'EI�TIOAf.. ANI R
i
.. /x/x VERTICAL
��y y�y *' �y'44 /� p 3 � rfS+-If J� ;
STANDARDS. �' -
'{ BIT. SITUMINCUS
DURING EXCAVATION AND OCNSTI UCTION OF PIPES AND STRUCTURES � `�` ' '` I �� � �aCONC. CONCRETE
_r'
TRENCHES MUST BE A QUATELY BRACED AND PROTECTED AGA;NST � � <: ..} � ; x�.:'_��w T �- ,�; ` ;� k�'', 1, ': ..._ . � :...__
i 'j I� - f 'F 1 I ! ( ^1
. I x' r �.J �} ra'- j-� I, {� PYC POLYYIHYL CHLORIDE PIPE
„ -'' ..__ __. .... _ I .._ _ �" RCP € E FORCED CONCRETE PIPE
NO TRENCHES +�4"ILL BE ALLOl+�1ED TO RIrT~+fiAIN OPT OVEE NI IT. " ;., { ,'' ', Imo: RFL pw Ow t I; _ - -"{ E ELE1 71ON
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ALL TRENCHES SIiAl BE BACKFILLED AT THE END OF THE WOW I7 � �` _. __ _'
i� , .} .i _r ';` 1b�: +I �7 }�, Oftl�i �� .€� ;� � -� I~If+1f5' IFO FLOOR
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DATE: 03-14,14
SCALE: i'=20`
4' CONCRETE AT SIDEWALK
CROSS COUNTRY AREAS PAVED AREAS V CONCRETE AT DRIVEWAY
MATCH E)GSTING SURFACE BROOM FINISH
6� LOAM & SEE#1 VTREATMENT & THtCKNESS DIRECTION OF WAELK RFENWCIILAR TO
;40RT#i
4' WIN. THEC.KNESS FOR PAV'T) HANOVER PERMEABLE PAVER
FILLED VdTH Aim- %* OPEN RADED STONE
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SUITABLE RAC1•Ct=II-L. TO 8E= : (S4ZE OF 3 4" TO 1" DIAMETER CRUSHED STONE) AASHT0 #8 OR : DILL " FROM TOP
PLACED do COMPACTED
W 1 FOOT LAYERS. CURD
CURB
i WOOD SHEETING, IF REOUIRED+- .. _ h�ST. Ot��#D - � � , �' � , � �3 v.•' �SHALL BE {BUT OFF AT LEAST +' E " .,. � � CURB OPENING 1R UP
FIViE� 5)�yF�€SET ONE FOOT
STREET
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NOTES: FINES (AASHTO 057)
'---LEDGE
IIP QEQ(X G CONSiSllNGpOF 1/2 TO 3 4 #. PROVIDE CONSTRUCTION CONTROL JONT YdTIT PREFORMED EXPANSION � 12 1/2-3-
STONE
PIJ4 AGAN TSUNDISTURBED
GRhI I I # 3EDA SIDES AND MATERIAL EVERY ZO'—W O.C. MAX. OPEN GRADED STONE
I30 OF TRE1wICH NO FINES (AASH7q #1)
7, PROVIDE A TOOLEDDUMMY MUT AVW x h'0 AS NEEDED TO PROVIDE
EXCAVATION IN EARTH EXCAVATION IN LEDGE SYMMETRY. COMPACTED SUBGRADE
r TRENCH EXCAVATION EME CONCRETE IDEI ALK &ERIABLE I AVE MOJECT IFAU
Igor rNOT
INSTALL 117-8 &M
(TO ATTACHONWALL)HANDICAP GFWMC s ea m OPTION lbw DIA �-- '-�0'.........�
(PAINTUD WHRM) TO BE CAST IRON FI2A VE
CENTERED IN SPAS AND COVER GRATE
3' O.D.
2+,LLB+ (Typ) OPTIONAL 38" COVER � �'`�4 #'- 6' SECTIONS ITEM NO V�'DGHT
�r '�a' OPENaC COI£
I 1'-O' RISER MC-MC81 R 3 0
• F 2"-V RISER MC-V.C82R B40
W41 LINES (TYP) Yr 1'-y '
J 3'-O' tTISEI� NEO-I,�C83E� 96(}
2`-^O" &&K MC-IJ BZ4A 820
f '- 0' BARREL MC--?002'RS 640
18 CO?#l; #�C--I�+CBC 392�
T i � 1'k " OIL .3' PROJECT MO
—O MISER
HARREL
SECTION � � � PLAN V1EIY
_ SHEA
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SYAROARO HANCOCAP 13 1 r
PARIONG STALL PAR)ONQ STALL '—E'_ ' NOTES.
NOM SUMP � �� A w � r-1 1. CONCRETE. 4,000 PSI MINI+�UM AFTER 28 DAYS.
1. ALL PA#HT SHALL BE FAST € YING V*iITE TRAfnC PAINT. MEETINGI 3 8' DIA KNhWKOWU S , � FLAT COVER WfF�# C1 EA�IDUT C�4F�I 6E USED IN
7HE REQUIREVENTS OF AASHTO U 48—TYPE N. PAINT SHALL L .i-• +- 4 UGH AT 0 DEGREES APART _j
-
I�LACE OF COME.
BE APPLIED AS SFEa IED BY MANUFACTURER. 3.j3'
SECTION VIEW SECT10i4 VIEW 3. OPTIONAL ROUND CONCRETE COVER CAN BE USED IN
. SYMBOLS & PARKING STALLS SHALL CONFORM TO THE PLACE OF CAST IRON FRAME AND COVER.
REQtJJREMENTS OF THE AME€iICAN WTH DISABUTIES ACT.
AF KING STALL STRIPING 02%THBASIN.
PROPOSED PLANTINGS PER MASSACHUSETT
STORMWATE R HANDBOOK (MIX OF SHRUBS, REV DESCRPTIM DATE
GRASSES, AND LOW LYING GROUNDCOVER)
1' WOE PEA STONE
RIDGE LINE
V WDE PEA STONE
3' SOD STRIP
VERTICAL GRANITE
CURB PROPOSED PLANMGS PER MASSACHUSETT'S
STORM WATER HANDBOOK (MIX OF SHRUBS,
CURB OPENING 1' WOE PEA STONE GRASSES, AND LOW LYff GiROUNDCOVER) OVERFLOW DRAIN
POROUS PAVERS
3' SOD STRIP OVERFLOW DRAIN
LOAM AND SEED .... . .. .. ...
STAMP.
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PRO, NO: 2014-0f 4
DAM 03,14,14
SCALE: I"=2-9