WPA-FORM 3 NOI PLANALL
Air
OF
MAP 61
LOT 12. li
226529.1 SO. FT
5.20 ACRES
" 5B6Zj.E
CLG
E 6e 5610" E
_ La, D00n 569'56 0'.E
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MAP 61
Is
I
—� A60i �� F Ise _ 3 LOT 14,15, & PORTION OF 12
v6ovd pove xd Ie
- � snrw6esmucTu6e I Q � s 6599 �' � (PLAN PARCEL A)
- ®t5l o TOTAL AREA - 312,583 Sq.Ft. (7.18 Acres)
PRISPARENT Ea
am_
OVERFEAda
1050
I
Avad�. r f _
LIN
AS
20'ACOESBEGUNSUP T ASSHOWNON PLAN BOOK 09 PEACE 0)„T� s aB - y. MAP 61_
FIF
LOT 17..
ZONING REQUIREMENTS:
ZONING IS SRO- LIMITED INDUSTRIAL: SETBACK REQUIREMENTS.
MINIMUM LOT FRONTAGE 15O.00' MINIMUYI FRONT YARD 50.00'
MAP 61 MAP 61
&
LOT 16 "- .MINIMUM TOTAL AREA /3,5605q. fl. MINIMUM REARSIDE YARD 2500
LOT 18
'
MINIMUM NON -WETLANDS AREA WA RESIDEYTIAL DISTRICTS 100P.
MAXIMUM%LOTCOVERAGE 65%
AQUIFER ZONE 3 DISTRICT:
MAXIMUM %LOT COVERAGE 10%ALLOWED
-' to LOT COVERAGE EXISTING 13.8 % (APPROVED FOR 14.8%pER VARIANCE 1 IN011992I
% LOT COVERAGE PROPOSED 23.3%(14.6% INFILTRATING ALL ROOF RUNOFF).
IMPERVIOUS AREA BREAKDOWN
IMPERWOUSAREABREAKOOWN E)USTING. PROPOSED
ROOFS 14,8775q Ft 27,406 Sq By
PAVEMENTACONCRETE 10,213 Sq.R 45,56011 FL
DIRT 0067Sq.Ft 28.935 Sq Ft
GRASS LANDSCAPED AREA 91,743 Sq Ft 0214,742 SLI
_ TREE PLANTING SCHEDULE Few Area PO,700 SADI 31Z5DSgFL
_ MAP 61 TREE TYPE SYMBOL QUANTITY (PRIOR TO PURCHASING PARCEL AI (INCLUDING PARCEL A)
LOT 19
—i
OUBLEYAn
OUG,ACH AAE
NOTICEOF m^EM1TNO ES:
—_ nao OP
Sts istl wend an Reelected Pastal of reds we0and mrsai(e SRI
SLAS
FOR A61 LAi Ox
mfliiCO ETROOT ION F
2 Locusts not k tl - a Spectral Flootl Hazard Zope A as delineatetl on FEW Flood Insurancec
Fete Mep,.2oC0 90156, dated 611/1963.
HAYBALE
HAYBALE
% uisPro COP rGR REPAdd;y eluiYl a of the RECORDED ORDER OF
PLACEMENT DETAIL
INSTALLATION DETAIL
acticopvity
CONDIDOnS� ecessarypennt p t ally site acnvrty.
(NOT TO SCALE)
(NOT TO SCALE)
_
4 API An TIOYCONFERENCE I Required is to be held laIw nibs Contractor and the
tKIBARMERN
YIFEX Sit STOP
TOP Of
5 AM1YSIL %FEN INGORHAYBALES i b t II d, h an6e steplan pnorlD
ory xl G aemryi
y act cry11,'A 0 e a In place and remenbl,etl SRI ell a011vt(s are completed and ve9ett
ectreCtorce
RFSBRINNIw, ND
6 ANY SURSL N T S LSIiTAGCUMULA TION against lM1e sit (nce is to be RmovMbY hand labor_
�I
NOREFUa OF!ESCLES iseloed within 100(etofthe resoumeeree.
No Eoit
& All CONS-OIION LITTER AND DEq,NS is to be flmoved 6om the vanity Of the Gilt Fence or
6 GIN DI
BY SPILLuln6,
SILT FENCE
HAYBALE EMBANKMENT
9 ffAC=RT:--EJF,'OMPLOdNCquared at the completion ofthe p IaNlryth
APPLICATION DETAIL
n the Engineering ntvany for ALY required inspections reports area bgltptat
INSTALLATION DETAIL
(NOT TO SCALE)
NOT TO SCALE'.
WHITE SPRUI S, 30
BLUESPROCF 27 "' PARCEL OF WAS PURCHASED WITH THE INTENT TO INCREASE AFEA TO DECREASE
WHITEPINE 20 THE PERCENT LOT COVERAGE. REFER TO 'APPROVAL NOT REQUIRIto PLAIN OFLAND'
"'ALL TREES TO BE3TALL(MINIMUM) AT TIME OF PLANTING FOR HERITAGE WHOLESALERS, INC. DATED 3A30/2005. BYKENNETH F FERREIRAENG,INC.
PROPOSED SITE PLAN
HERITAGE WHOLESALERS
�FsjL 975 REED ROAD
DARTMOUTH, MA
{
�i KENNETH R. FERREIRA ENGINEERING, INC
SUITE 2S, 46 FOSTER STREET.
L Cu \� NEW BEDFORD MAS6ACHUSETTS02740
TEL BOOS GUES0 - FAX;(508)992-3374
If
I �
LOCUS�IN
BUILDING DEPARTMENT USE
J
••„ •. / Y\ 1\BE,24' TAPER x E OR 4 COURSES
6 11
MI KS PC 6E SET IN Feu
AUL- MIN. RED BLOCOF MCiTAR.
per', i 6 P �
4� S4mEMERLNCMzo FEET A xCiIEOF
On
P
MORTAR
FLOOR OF INVERL TO BE E
1EPAEFA LAID FLAT
eMNCAURNES BECarl
BAS
NT
BEST 125 E EM P 1 OR
IR PRECAS.Is T CARS SE 1
M2 el pY F^ 2
�.. N W 6 5 AT
C R TCQRE ODOR
ES CEMENT 2S O4ve 1 NC 12500 eE. -
E S.
Ole
D III
t 5o LIAns tr
a. SECTIONAL PLATES? 1
lam+
KEDWAI MY aE -
�—Cps ENOeT
,CUTAX Met REQUIRES
IN VERTICAL JAUNTY
BLUE SECTON, DR
8
L
HOLD W17H BRICKS aTMRTAR'CALL
CEMENT [FI5PAT 28 DAYS I —
SECTION A -A. PLAN OF BASE
DRAIN MANHOLE DETAIL
NOT TO SCALE
DOWNSPOUT CONNECTION
NOT TO SCALE
BE-. 0 01 1 11 11 11 11 11 11 11 11 1I 11
0 'ppB — CONTACTOR RECHARGER 330 UNIT
. INI ET PIPE _
FILTER FABRIC
AIHR, 12 Recharger 330
d
HI IN , s'
AD EYI -I6 .lol.
It Ea LTLv
I I I I �jA
B 25'
1 111 7 LitP1 I I--- P
F t.I ;II
NOT TO SCAI E - _- - _.
NOTES'..
PLL SECT N HPLL aE DESIGNED F00.
ur
LOADING62,
uH6-20
nA
PROVIDE "V' KNOCKOOTS FOX PIPES WITH2"
MA%. CLEAM M TO OUTEIOE OF PIPE.MORTAR
ALL PIPE CONNECTIONS.
e JOINT SEALAker BETWEEN PRECAST sEmIONS
ALTERNATE ECCENTRIC CONE SECTION
SHALL BE PREFORMED BUTYL TURNS..
(STEEL
REINFORCED FOR Hs £0 LOADING
24
AI
U. MANH04 FRAME
A'
C
SDRAINHALL
SHALL ET N FULL MORTAR QED.
MORTAR
ADJUST TO GRAD WITH CLAY BRICK IN
90" DIP, CATER BASIN
MORTAR 2 BRICK COURSES TYPICALLY.
5 BRICK COURSES MA%IMUMJ
ALTERNATE TOP SCAB
CATCH BASIN WITH TRAP
NOT TO SCALE
EL--9TA
0
" OIA STAINLESS HILTI KWIK ORIFICE PLATE —
I BOLT SYSTEM (0) OR EQUAL SEE DETAIL
2'-11" 6.. CIA. ORIFICE
:;_III
THICK ALUMINUM PLATE
V. EL. BAB BOTTOM OF POND ELn940
LT 99.1
ORIFICE PLATE DETAIL
NOT TO SCALE
UNDERGROUND INFILTRATION FIELD DETAIL
NOT TO SCALE
* USE RECHARGER 330 HD UNITS (SEE SPEC SHEETS ATTACHED)
5 ROWS OF 8 RECHARGER 330 HD UNITS
We 5x58"/12"/FT. W = 24,17'
L: 8 x 6.25' (LAY UP LENGTH 50.0'
,A'152" 16"15216"1 52" 16"1 52" 111 .5P" 114
E' ADS IN FROM
ROOF DRAINS —
4" SCH 40 PVC PIPE
- 97.79 - _ —INV.. 9T.48 (TYP.)
W DISTRIBUTION BOX tTyPJ
B-13 Bud(W20) .-- -
W/8-13 DBCH tHi
5 ROWS OF B
RECHARGER 330 UNRS
h' - 2' CLEAN WASHED STONE 50'
W/CULTEC ADD FILTER FABRIC
INV. 97.461TYP.)
AT CONTACTOR
4 NCH 40 PVC PIPE
08 INV OUTUyp1 97.58
H2O RATED DISTRIBUTION BO%Ityp 6" ADS OVERFLOW OUT TO POND
INV, IN.
97.To
l41
R Adel
Cold[ Uation=_ Jaen „i,
402 Florio a_
General Notes
\ 1. Site is shown as Lot 14 815 00 Uartm N Assessors Map 3. Retie: to;
� + Plan Book 101. Page 41
Plan Book T08, Page 95
DanmouN 1964 Laryoul Sheel Of 27
2. Existing utilities shown have been taken tram reca+d drmnngs an Tcre surface evidence obtained by
an the round sors ry let f m fry hown is
s v P eB Y cY p
made b life sr the / m ti! nb y y g . V 'r 1 f utilities tll 1 spo tY
x. ire Gu wntmclorwmtM1e aid oftl'g safe and other respectiveIiI(y pSnIeS
—T 9. All construction materials anb incrulation methodsto donflito the Town of Larprouth Department of
Pubic Works spec eafions and the. CommonwesM of MassachusF Deponent of Pubic Wotks
z C.,nstmaon sta lards as most recenuy amended
_ 4. Contractor Shell keep records of ocaoonsfor an underground utilities instilled for use incompiling an as
11/2
r 6—d bolt site plan.
PLAN VIEW 5. Contractor to verily and check Benchmark as shown on this plan Their to construction. Contractor shall be
- p bl for any d tpe ffiaz may Uprequired- C tra b U e uiMlpermits P Y ll and
a
fee associated with PI tl of the k.
Tip
O,TLET - 1 ii e 3 6_ Any Lawn disturbedd g t t[ b L seeded afterproper B-kFll ng see tlelallCIA.
o 7. alit h thIN tM1 existingstreet pavement tb repaired bar detail.
8. L Currently d by p t Daly and an t aspiresystem
nI/z / .III. 9. arng fo b rtcedTh 2titl tl1 39 of bituminous
refs
a o rz --_. `a /z' 1 pavement Pavement will be placed bg d consisting f An B y CS theDrainage
i
4"� Areas) f compaIX d T cessed gravel. Bath Ne subbase and pmb d gravel shall be compacted to
95 o maximum Cry dens ty prior to paving .
sl E Site SEcnOn ncx 10. Proposed lights, if any, shall be arranged and shielded so as to preient direct glare from the light source
onto any pubic way, or any other Property. All parting facilities Ms are used at night shall ba lit as
evenly and fully as passible within tills maximum wattage IUnnsestablished by the State Bu Iding Code.
NAIAD Ili OFF STREET PARKING REQUIREMENTS
1. CCNCRETE A UPS Psi MINImuM AFTER 28 DAY' 1.1 space per employee or I space /1000 sq. ft. of gross floor SIBS lit employees unknown). 3empir
AVAILARLE IF 3 AND 6sEa J 8C R PRE -CAST (per manager) at 1.1 employee = 143> 15 Spaces Required
END OR M E 21 Spaces provided with stripes-2 Spaces striped for Handicap Parking )Van Accessible)
+. cENFOREA Tu H aD Ce NT -
I P NCFI olza~u
I
CONCRETE AND FIELD TONE MASONRY ENDS
FOR 8a TO 301 PIPE CULVERT
F—TOP OF HEADWALL= BEER
AR
FRANKr S -se envy
,eex0 AX
he 94.4
FRONT ELEVATION
HEADWALL DETAIL
NOT TO SCALE
Typical section thru
Recharger 33OHD Bed
10.4 CF Design Unit
Unpaved for H'-20 traffic
AND SEED
REQUIRED
41
FILL. AS FEET)
IRNO Re A RATE
/3-BIrUMMIWs -
2' 9vALp coun
AIR"
rwEAAxG wuRc � ��. cRAVEi
N ASPHALT BITUMINOUS CURB
NOT TO SCALE
TASK COAT
STORM DRAIN TRENCH
NOT TO SCALE
DETAIL SHEET
12- WEARING COURSE
1/2- BINDER COURSE
IMIG 41pKK RV! GRGV[1
SAE ST.
MAN PPE
HERITAGE WHOLESALERS, INC
975 REED ROAD
ASSESSOR MAP 61, LOTS 14 8 15
DARTMOUTI, MA,
Kenneth R. Ferreira Engineering, Inc,
46 Foster Street, New Bedford, Mo. 02740
Tel: (508) 992-0020 Fax: (508) 992-3374
Eli
K.R.F.
N EY:
S.M.B.
NG NO;
SE 34061
Sh. 2 of 2