PROPOSED COMMERCIAL DEVELPOMENT PLANPROPOSED COMM A �.r
I
maw
mm
AERIAL PHOTO
1 " = 200'+
ARTMOUT, MASSACHUSETTS
NOT TO SCALE
DATE: NOVEIIMBER 29, 2004
SCHEDULE OF DRAWINGS
SHEET NUMBER PLAN
1 COVER SHEET
2 EXISTING CONDITIONS PLAN
3 PROPOSED SITE LAYOUT
4 GRADING AND DRAINAGE
5 SITE UTILITY PLAN
6 SUBSURFACE SEWAGE DISPOSAL SYSTEM
14%1 `., 7 DETAILS - I
` 8 DETAILS — 2
APPLICANT:
958 REED ROAD, LLC
958 REED ROAD
DARTMOUTH, MASSACHUSETTS 02747
PREPARED BY: /�,aAa
i1 I DIUM9
Ift
Ad�
BSI/e �p
PRIME ENGINE RIN
CIVIL ENGINEERING -LAND SURVEYING-ENVIRONMEXTAL ASSESSMENT
P.O. BOX 1088, 350 BEDFORD STREET, LAKW LE, MA 02347
7EL: 508.947.0050 FAX.• 508.947,2004
SHEET 1 OF 8
- PRojEC➢ n0220201 DRAWING., BASE PLAN
O L,PROJECT5\DARTMOUTM\DARTMGUTI BUILDING SUPPLY\ 10220201-BASE PLAN.DWE
PaoP FUEL pv TREANc
AA PROPOSED
TRANSFORMER
X12
10 PH CONCflEif STAR
5 RY 5 NY
EA 0
N
PLANTING SCTTSDDLE
QTY.
SYM
I BOTANICAL NAME
COMMON NAME
SUNS
TREES
8
ARP
ACERRIIBRUM "AUTUMN HLADC
_
AUTIIMNIUALERED
MAPLE
3REP. CAL'
I
PO
PLATANUSOCCIDENTALIS
LONDONPLANETREE
2-2X"CAL
2
BE
QUERCUS PACUSTRIS
RUN OAK
2-2 DE CAL
I
OR
QUERCUSRUHRA
RED OAK
2sx"CAL.
1
TCG
TV DO CORDATA "GREENSPIRIe
GREENSPIRELITTLELEAF
LINDEN
2-25"CAL.
2
Of
GLEDITSIA TRICANTHOS INERM6
BALSA HONEY LOCUST
2-10"0"CAL.
Ioo
PS
DRUSSTROBUs
WHITE PINE
i-B&B
21
PC
PRAIA GUUCw
WILIT BPRUCB
21H&R
SHRUBS
10
Be
BERBERIS CHENAULTH
CRENAULT BARBFRRY
I2-18"
14
CA
CGTOLUMSTEA APIOULAAUS
CRANBERRY
COTONEASTBR
I9-24E SPR
2
END
BUONYMUS AGATES COMPACTUS
HURNINGHUSH
2-2-1/2'
10
DOE
COT ON EAST CR HORPONTALIS
ROCSSPRAY
CONTONEASTER
I034"SPR.
25
RY
RHODODENDRON "YAKU
PBINCE99"
YAKU PRMCI S5
RHODODENDRON
1834E
25
SH
SPIREAHUMAI.DA
DOW PLAMR SPIREA
12-18"
6
AN
TAXTUCUSPDATA
YEW
84'
1P
TO
TAKES CUSPMATA"OREENWAVB"
GRBENWAVE YEW
@-18"
Jr OR 5 RY
PAOR CDC 0 12' 14 PS
z00 5 5" OP 5 56 E h
R=5' (SE£ O IS r =6 R�95' OP
30. f ],
541HOM K R=6' S 58 \ O
5 R_3P 9 y Y� T'/ CAC Flo
3B p 5 aY T is Y TG sO 1s T
EST ABBOR� E PO C >( Se X 20 Ps
- se LINDANPEO AREA s reYIS
® R=s'
M 20'x42' s CDCf" CONC. PAO 200' ff 5 CON
NOR OUMPSR'R/COMPACTOC 6v NEAR,O BERM TOP OF SIAe 91. eo \\ &`SEED (ELL
A)
cD THIS PORTION OF THE BUILDING
a6 O C 5 TO AIu ) °°
EBRE D TO HAVE MEZZANINE o
PROP' - PROD. EASE OF TO
200' X 80' —16,000 S.F. CAPE coo emM O B 10 PLANT BOTTOM OF
b C PROP EDGE OF 9 PS (10 PAC II DETENTION BASIN l
WRROL WITH NEE WETLAND MIX N
LOADINGOOCNS CONCRETE CURB
3-OVERHEAD 17' OR APPROVED EQUAL _
20-FOOT DOORS PROPOSED BUILDING PROP, CROP OF
24' BD' CAPE COD BERM ] PC
® FIN. FL = 92.00
A
u 5 PROP u p0 BOTTOM OF EX/STING
o R' OUTFALL BASIN
EMERGENCY EXIT PROP LEACH +. R-MA Q.O ELEV 75.Ot I \
OR DOOR W
OPOSED 140' LONGBOASTPs FIELD
AIRS aysxE t
RETAIN/NC WALL Z80' TO GRADE 5 P aP ® [xis .
5 6 BC SBREVIVE
m
. 5 BC OR fF (ANON i0 BEE REMWEO)
--� GRA UEL
`/I7/M/NOECONCRETE
4 (4" LOAM & SEED) �� PARKING y
120' LAWN 4" LOAM &SEED) J PC re 50' PO �{ LOT
�S PRoa.. EDGE PAN Ps PG' RED
VEMENTof S /ti aysem sroNE 9rzrvE - EDGE F PARK BC AREA ' b
'.- OF CAPE CO BERM \i � L •
N 71'25'39° W PENN CENTRAL RAILROAD
EXISTING RAIL SPUR
' COLONIAL SEVMWE IS
T
40 0 40 an 120
DUSTING WAREHOUSg
' Scale 1" 0 —�
LEGEND
e
lytuf
I
D
SITE SUMMAPP
DARTMOUTH ASSESSORS MAP
60 LOT 22
BUILDING
REQUIREMENTS
LOT AREA
REQUIRED: 43,560 S.F.
TYPICAL PARKING
SPACE DIMENSION:
LOT AREA
PROVIDED: 249,758-S.F.
STANDARD SPACE:
9' WIDE x 17' LONG
BUILDING
HEIGHT REQUIRED: 35 MAX.
SPACE CLOSEST TO
ISLAND: 10' WIDE X 17' LONG
BUILDING
HEIGHT PROVIDED: 35'
HANDICAP SPACE:
8' WIDE x 17' LONG
DESCRIPTION
EXISTING
PROPOSED
CATCH BASINS -
®®
DRAIN MANHOLE -
Op
O
SPOT ELE✓A DON -
x 55,27
95 99.50
�50
- INTERMEOM F CONTOUR_
_--__52_--_-_..
INDEX CONTOUR -
55
- 55
WATERLINE -
—W—WW—
.. _ ...
TELEPHONE/ELECTRIC/CABLE -.
-TECTEC—
STOPXDO NOT ENTER SIGNS
s
IMPERVIOUS COVER REQUIRED: 65% MAX.
IMPERVIOUS COVER PROVIDED: 55.8%
SET BACKS:
REQUIRED
PROVIDED
PARKING REQUIREMENTS:
FRONTAGE
150'
MIN.
280'+
Dnavnrvc nnL
FRONT YARD
50'
MIN.
270'+
PROPOSED SITE LAYOUT PLAN
SCALE.
COMMERCIAL USE — 1.1 SPACES
PER EMPLOYEE
SIDE
25'
MIN.
70'/42'
11-40'
lyH Mq
O
HANDICAP SPACES REQUIRED = 3
PER 75 SPACES
REAR
25
MIN,
600't
PRaJEcr DARTMOUTH BUILDING SUPPLY
o4
°"I \
9 Nov
PROVIDED HANDICAP SPACES = 3
OLD REED ROAD, NORTH DARTMMARD
OUTH
DRAvm ev:
I axe, E
,I
(58 EMPLOYEES)(1.1 SPACES PER
EMPLOYEE)=64 SPACES
SEE .
�� f.
AENT
TOTAL SPACES REQUIRED: 64
- 958 REED ROAD LED
DEsia'sD
TOTAL SPACES PROVIDED: 64.
958 REED ROAD, NORTH DARTMOUTH, MA
EAR
•0DO EAMNEERINc NO, COP lose
MADCAP By
'ENO SURhfnNG J50 BEDFORD OF
BJR
OF IS
Ev
oars
DBscRiPnary Bw
aPP.
•LNYIRCNMEWAL L4OTILLE, NO 02347
gssEssuENr PRIME EN01NEERING RL 5039470050
APPROVED BY:
PROJECT NO.
FAX: 5039472004
ITR
10220201
- O:VPROJECTSVOARTMOUTHVDARTMOUTH BUILDING SUPPLYV10220201-BASE PLAN.DWG
EL. - 9GOO CUTLET TEE TO BE FINISHED GRADE FIRST T TO BE LEVEL SLOPE (MIN)
FILTER WILL CAN RJUE OFF C F /e 0 ,/ BAP
4' SOLID WASTE BROKE
PLC BCN qp 4' PEKE PPE
D°z fsl 4' wG scf 4° D we scx. 9G s=o Dos
(INV. i B EL 6L➢NG) B=C 01 0.5IT 1 ]6'W x 50L LEFT
NC iIELO
O
—� ' EL. 88 ]9 EL.-8B.19. 6' OF /2" LE WASP EO ALL
TELL e6638
F 87 OR EL 58>.11O05 —
O 9 EBSTReUTES REMOVE
TINQEAN cwr ENERHILL
— 000 FALL F BO%
UNIVERSE SEPTG \ EL= U18 i OEP�WATER
yj SIX - 49' DISTRIBUTOR IBUTOR LINES 4'
20 MIN, TO BUILDING
N. sO' Dln. coYERs GROUNDWATER PLEAD = $2.28
CAERE ON LEST PIT 1103
SEPTIC SYSTEM PROFILE
STANDARD MANHOLE FreAaP AANDPPROVED GTRUS EASE TO GRADE WITH I 1
(LEBARON U 106A OR APPRWLD fIIUAL) " I
AS
reEvnsr CONCRETE reNc
6' GATE VALVE /
GRADE 6" HYDRANT
D.IArm 6
X61 TEE
"�T — OUTLET g5i XIS' B REDUCER /$ GI LJ
6 MIrv. 3 HE
0
Y HA
AT c FEAR cA5 SATIRE 1 es.
h
SCONE OVERLEVELSTABLE BASEsEr TANK ON b OF COUNTER
CROSS SECTION ON
crecT H-20 BEPTIO TANK
2000 GALLON �$OUT _ as
INA Co"
200' a me= as .s r .'/ //
L
F1
FVATI SCHSC4,4
:
l
S0
THISI PORTION OF THE BUILDING
l TO HAVE MEZZANINE O
X 80'=I6,000 S.F.
DFSO IPTIONOFf
ELEVATION
IV200'
955
WMAXXXXX
'
4"
4'
V
INV.
INV.
BlIIL01 - -
AT $EPTO ANK'IN
AT SEPTIC TANK (OUT)
8663.
8663L01
88.38
88.14
4"
4'
INV
INV7Ai
AT 015 _ % IN _
ST IjX (n<1
8],
87.16
4"
'
INV.
INK
AT END O NG OF S0.5
AT ENO 0"" 4A5
: 87,13
BPI
ELEVAlDW AT BOT M OF 5A5
caouNOwAifR EL'nnoN
86.38
82PC
ez 2a
DESIGN DATA
DESIGN FLOW:
FACTORY WITHOUT CAFETERIA = 15 GPD/PERSON
15 GPD/PERSON x 58 EMPLOYEES - 870 GAS
SEPTIC TANK:
870 RED x 2.0 = 1740 GALLONS
2,000. GALLON TANK REQUIRED
SOIL ABSORPTION SYSTEM: -
PERCOLATION RATE 20 MIN./INCH (CUSS II SOIL)
DESIGN. LOADING RATE .= 053 GPD/SF
(870
LEACHING AREA REDID = 0.53 GPDDSF - 1641.E SF
USE: 0.5' DEEP X 36' WIDE X 50LONG FIELD
LEACHING AREA PROVIDED'.
36' X50' = IBOO SF b 1641.5 SF REDID
DAILY FLOW CAPACITY:
1800 SF X 0.53 GPDI = 954 GPD > 570 GPO REDID
s PROPO
FIN
D
L
BUILDING
5200
80'
PROP. 2,01
H 20 SEPT
Of
42�RTNE
\ EM GENCY EXIT
DOD
H� STA/RS
US NO .
g5
PENN CEN7R4L / RAILROAD
ARM
LEGEND
---49-- EXISTING CONTOURS
® PROPOSED CONTOURS
O PROPOSED SPOT ELEVATION
m-I OBSERVATION HOLE LOCATION
EDGE OF BITUMINOUS PAVEMENT
• .PROPOSED WATERLINE
102
1
IN POLE 349
ELEVATION ME
NOTES :
1. THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH AND PRIME ENGINEERING, INC. AT LEAST
48 HOURS PRIOR TO REQUIRED INSPECTIONS.
2, BENCHMARK IS A BENCH TIE SPIKE. SET IN UTILITY POLE #349A/7S, ELEVATION 8501-
3. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL FIELD
DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM.
4, NO FIELD MODIFICATIONS TO THE SEWAGE SYSTEM SHALL BE MADE WITHOUT PRIOR WRITEN APPROVAL BY THE
ENGINEER AND THE LOCAL BOARD OF HEALTH.
5. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V
OF THE STATE ENVIRONMENTAL CODE DATED MARCH. 1996. AND ANY APPLICABLE FAULT RULES,
6, SEPTIC TANK AND DISTRIBUTION BOX SHALL BE MANUFACTURED BY J&R PRECAST SR APPROVED EQUAL.
T, DOUBLE GASKETS AND GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER FR LEAVE. ALL CONCRETE
STRUCTURES IN ORDER TD PROVIDE A WATERTIGHT SEAL. MORTAR ALL INLET AND ONTLETS NOT USED ON
ALL CONCRETE STRUCTURES,
SV THE FIRST TWO FEET OF EACH LINE EXITING THE DISTRIBUTION BOX SHALL BE LEVEL
9. THIS SYSTEM IS NOT. DESIGNED TO ACCOMMODATE A GARBAGE GRINDER,
10, SYSTEM COMPONENTS TO WITHSTAND-H-20 LOADING CRITERIA.
11. PROPERT" LINE INFORMATION BASED ON TOWN OF DARTMOUTH GIB ASSESSORS ESTE .
12, THERE ARE NO KNOWN WELLS WITHIN 200 FEET OF THE PROPOSED LEASH FIELD.
] PERSUADE RANGING
/2 AND FREE FRan
DUST.
FINISH
90.2
68.2
(IS
THIS
ONCE
MA%.
MIN.
PLAIN VIEW.
DRAWING)
t
spa
�a
?/ SASHED M1 A WI FLESHFILL 4 p n PERFORATED PLC
N I 9 IN00 f WITH 3 0 2 OPIPE CONFORMING TO
INV. M.p 2722
79 60 MAX. WATER TABLE IT = 8228UP
CROSS SECTION AT START OF LEACH rIELQ
PROP. /\ \ NOT To PLATEPERMANENT INV= Q^p BE DEBRIS G CA USE/ ARAB
A�l,O U RANKING
EST
Do 1
03 EOGEbF PARKING AREA 11
DO
R1
FAA
c
AS 2
Y Co-
O 1 L D A TA
DATE 2e SOME, DATIL MAY 25 CUT
PERFORMED Y FVIN J. SILVA PERFORMED STE KEVIN J. SILVA PARE fl4
WITNESSED 9Y1 UPON MICHAUD MILDEWED AN ORRIS y CKI WITNESSED E"BASIMI SILVA
2 VRNE p By CFPI4 MIGHAUD
E BOIL SOIL
HEAR, COLOR TV- DEPTH 84,10 soh BOIL TP-102 BOIL FAILCOLOR
TP-103 HOR¢. COLOR DEPTH ELEv- Dfmn ELEv d :.10 Hazz coLOR
I
40
8G
120
TV
61 43
A
IOYR 3/3
Scale 1"
= 40'
0, SOAP
Y
6/3
MARCH LOAM
LOT
25Y 6/3
AN' BOROM
C1 2SY
6/2
SANDYOF
LOAM
PERE HOLE
C1
DEC 6/2
14
]4, 60
LL
GROUP
LVAM
SANDY
DO
Ho
LOAM
CON DY
LOAM
__]
18
UP
Nj
SOAM Hy
i
OF FEET LATE
OF PERO HOLE
C,
2 1 6/2
113ANSY LOAM
120'
74 10
IZ
87
MOTILFA a 32 MOTTLES 9 32' MOTTLES ® _ BENX fD HIGH DEFORMITIES ELEV 3 ESTIMATED HIGH GROUNDWATER ELEV. - 81,43 MOTTLES MCH GROUNDWATER ELEV. -
DESIGN PERC RATE - I• IN 15 MINUTES B1 DESIGN PERC CAE r 1" IN 18 MINUTES LEARN PERC RAC 1" AT IJ MINUTES 82
28
5 - s OR DODGE NQITTE LAYERS A, B, AND C1 TO BE REMOVED AND REPLACED WITH CLEAN FILL 1N ACCORDANCE WITH 310 OVER
-� 18Q5ND T UNSUITABLE SOIL IL BE ABSORPOVEDTION
TOSA DEPTH OF 48 INCHES BELOW GRADE AND 10 A DISTANCE OF 5'-0
BEpOND THE LIMITS OF THE SOIL ABSORPTION SYSTEMNATO AUDI BOX STALL
WIS. IXI£5
i0 MINIMUM REOORMENS IMAGING TT£
OF DID CMR 232. . SUBSURFACE SEWAGE DISPOSAL SYSTEM SCALE-40 mEA +„.
DISTRIBUTION BOX TV
PRO.hcr DARTMOUTH BUILDING SUPPLY 49 M0v 04 x 3 \`
DP ,a sws DA,E-- / E j
- OLD REED ROAD, NORTH DARTMOUTH DRAvm ert 18,
a i o
cuENi SEE ��.4e SWION
958 REED ROAD LLC BEsmdEe er: CO
CHR FICCTI LOAD AInOTL1 nAOTun n, ..n
UYLAUJLasVUARTMOUTHVDARTMOUTH BUILDING S411PPLYV10220201-BASE CLADDING
HOLE
SCHEDULE 40 PIPE
WITH CONCRETE
GRADE 4f7lon
1,
PIPE OUTLET
ED
TOP FACE OF BASIN
e=
CATCH BASIN PLAN VIEW
6 6'
CATCH BASIN GRATE AND
FRAME TO BE LK ING
DENL
BY LeBARON FOUNDRY OR APPROVED EQUAL.
BOLLARD
OT i M E
/FR ME TO BE SET IN FULL
/
BED OF MORTAR
PRICES MAY BE USER FOR GRADE
ADJUSTMENT
24' +_ 1"
JA
DIAMETER
MORTAR ALL JOINTS
—/L
8' MIN,
40" }i" pIAMETET$
HOSE CHAFING GUARD
x
OUTSIDE OF PIPE
—
AT FIRST BRANCH
+ 2" CLEARANCE
—TRUNK WRAPPING MATERIAL
—GUY WIRES, 3 PER TREE
—TURNBUCKLES ON ALL GUYS
MIN. 0.12 SD. IN. STEEL PER VERTICAL
FOOT, PLACED ACCORDING TO AASHTO
M199
FLAG
G
MASISACHUS OF
MUBLICWORKS
w
a ',
CATCDEPAH
BASIN
PUBLIC WORKS CATCH P SIN HOOD
4 DUTCH —�
SAUCER RIM
5 MIN
�
BA'
CKFILL WITH PLANTING SOIL MIXTURE
>p eM,
—COMPACTED BACKFILL OR UNDISTURBED
EARTH
P
BURY DEADMAN BELOW GRADE
MN
FOLD BACK BURLAP
PRECAST CONCRETE
CATCH BASIN
LL.
IN HAVE
MIN
�xor
-
— LOOSEN SUBSOIL 6' BELOW
BOTTOM OF PLANTING. PIT
2 TREE PLANTING
DETAIL
T Mr w�°wE
BUILDING_
HANDICAP PARKING
SIGN IttP) 5' ABOVE
AN EASED
ALL PAVEMENT MARKING WILL BE WHITE
pm�
REFLFCTDRIZEB TRAFFIC PAINT W103N
AS NOffD.
F4M
4"
R' VASE PLANTED
STRIPING DOUR)
OPPOSING
ME
HANDICAP INSIGNIA WILL BE
— PLACED IH 1HE CENTER OF
vEACH HANDICAP SPACE
O p' B 0 a O 8_D
ADJACENT ETANDAR
TO THE SPACE
LANDSCAPED
ISLAND PAAJNUNG STALL LAYOUT HANDICAP PARKING SPACE
PAVEMENT MARKING
4 TYPICAL PAVEMENT MARKINGS
NOT TO, SCALE
MANHOLE FRAME AND COVER
�STANDARD
LEBANON LT103A OR APPROVED EQUAL
RAMS TO DE SET IN FULL
BCQ OF MORTAR
BRICKS MAY BE USED FOR GRADE
e4'+r sMIN.
DIAMETER
a
WRTAR ALL JOINTS
•'
US + G DIAMETER
E%CEPT AS NOTED 0.V GRADING '. MIN. 0,12 SQ. IN. FEEL PER VER➢CAL
k § p
AND DRAINAGE PLAN) FOOT, PLACED ACCORDING TO AASHTO
5" MIN. DESIGNA➢ON MISS
2" CI£AR—,
1, p] BAR PROVED OPENINGS-COFOR
R
19"ACBBIG A OVER, 1' COVER
—FLAME OF STRUCTURE TO BE HEADERS
Fur
MIA. PIPE
T SCRATCH ARCH WITH BRICK LAID
OR
; Mx EDGE
I
o — 7
BRICK CHIPS AND MORTAR OR CEMENT
PROVIDE 'V OPENINGS
O�CONCRETE CLASS 'A'
°m
PIPE OPENINGS TO BE
PRECAST IN RigR
COMPACTED BacKfIL1 DR urvDIST11RBFn
SFCYONS
EARTH
4
PRECAST CONCRETE HOLE
E
MT TO SCALE
COVER W/
FILTER FABRIC .BACKFILL W/
_. /ORBINTH
O EARTH
a-+ �J � WASHED STONE
11 CROSS SECTION IINFILTAATION TRENCH
NOT Q SCALE
3'
A....x
3'
-
2LANEAP AREA
AREA --
PAY
e THICK CEMENT -/ `VERTICAL CONCRETE CURB
CONCRETE RAMP AC�]���
PLAN
—1/4YLF
o(06) 0
4" SUCK CEMENT CONCRETE
8° COMPACTED GRAVEL TYPE B
�� SECTION A -A
/ e \ CEMENT CONCRETE WHEELCHAIR RAMP
NOT TO SCANT, ".
TO BE CONSTRUCTED ADJACENT TO
SOUND ENTRANCE
TYPE I BITUMINOUS CONCRETE TO
12
24
BE PLACED ON TOP COURSE OF
PAVEMENT
1/2" BITUMINOUS CONCRETE
SURFACE COURSE
1-1/2'
BITUMINOUS CONCRETE
AA
A
FINGER COURSE
A,CRA
(ZLpVri
8' GRAVEL 5UBGRADE PLACED
t
L
IN 4 LAYERS AND THOROUGHLY
COMPACTED
GRAVEL BASE OU
�6
r lLiu
12eGRAVEL
CAPE COD BERM
AND
SHOULDER
DETAIL
NOT TO SCALE
9 BITUMINOUS
CONCRETE
PAVEMENT
r
xe r S PLe
3CAP TI
UNPAVED (SEE NOUN gl) PAVEMENT
FINISH GRADE (SEE WADING -
PLAN)
OVERACT AND SUBBASE
�On O0 iownlsrouT.
COMMON BACKFILL THOROUGHLY BE PLACED IN IY'
O O LAYERS ANO EOLARGCOMPACTED
6''
STONES TO BE NO LARGER THAN 6
IN DIAMETER PROMO 'Y'OVERFLOW
O �ep °i d�(bo CONNF�ION POR EACH
m 12" 000 0 0O0 a°OW B J' O DOWN OUT.-
Oo° ° COMPACTED CRAVE ANSING T BE PLACED
N 6 0 ERS AND THOROUGHLY COMPACTED - GGJ CRETE SPLASH PAD
,�2 O STONES TO HE NO LARGER TRAIN I MIABY
s p� O,- a� FINISH GRADE
D, MV BED BOTTOM WARRANTOR
CRUSHED STONE UNDISTURBED EARTH
LEDGE EARTH A C LTEC INFILTRATOR
SEE DETAIL BELOW)
5 WATER MAIN DETAIL
NOr10 SCALE
TYPICAL ROOF OOWNSPoUT SEAT
NOT
CRUSHED STONE
13 CONSTRUCTION ENTRANCE
3200 NOT TO SCALE
3' WIDE GEDFAB SILT 1" . 1" x 3' PINE QUAKE
FENCE FABRIC OR
APPROVED EQUAL
Er 0
AN 6'J
SILT FENCE DETAII
NOT TO SCALE
GRAVEL AND 1/3
AND SEED MIX
INFILTRATION CHAMBER
8 INFILTRATION SYSTEM
NOT TO SWw
e
;_
12 INFlLTRA70RP M0—
—
EL 180
NOi TO SCALE
4 LOAM AND. SEED MIX
0 0/�+ AS
0" DEPTHQ l DEL STABLE BASE
S a/4" TO 1 V2' CreUsneD STONE
SLP
CRUSHED STONE ACCESS DRIVE
NO 1U soPs
O.APROJECTSVDARTMOUTHVDARTMOUFH BUILDING SUPPLY IU m[
SCHEMATIC PLAN VIEW OF STORM WATER TREATMENT SYSTEM
NOT TO SCALE
TOP OF DIKE
- yAYa EED 0 3 ORIFICE PLATE
FOREBAY DETAIL)
e8
- S
CRUSHED STONE 1 FOOT HIGH BY 5 FOOT WIDE
BERM EARTHEN BERMS
TOp OF DIKE THE NEWOM FENGL NND WETMM1DXPAT i1 EEIANOS POUND PER E40000 BE PLANTED
INM
PROVIDED BY NEW ENGLAND PLANTS INC AMHERST, MA
OR APPROVED EQUAL. IT CONSISTS OF A BLEND OF
FOX SEDGE (CAREX WLPINOIDEA), FRINGED SEDGE
((CAREA CRIMITA) CANADA MANNA GRASS (GLYCERIA
CANADENSIS) CHUFA ((CYPERUS ESCUIENTUS . SOFT RUSH
(TUNGUS Ef USUS), 6EARNED SEDGE (CVX COMOSA),
LURID SEDGE ((CAREX LURIDAI. WOOLGRASS 4SGRPUS
CYPERINUS), BONESET (CORAYYLUGO PERFOLATUM),
HOP SEDGE (CCAFJ
REW X PULINA), BLUE VERVAIN (VERBENA
JOE-P WEED GREEN
RIUM(FlSRu asuM�°WRENS),
ALL OTHER SURFACE AREAS ARE TO BE CE_DED WITH A
w COMMERCIAL PERENNIAL SEED MIXTURE AT 25 POUNDS
Y PER ACRE.
O
r CONSTRUCTED "POCKET" OLD REED ROAD
FOREBAY GO WETLANDS
W
CC
O
PARKING LOT RUNOFF PLANT OF BASIN
SUCHNEWW ENGNGLAND WETMIX
AT
HOODED � AT THE RATE OF ONE POUND PER 4,000 SQUARE FEET
OUTLET "' 12' HIGH CRUSHED M
MIN B INCH DEPTH
STONE BERM
OF (LOAMY SOIL DETENTION BASIN OUTLET
HEADWALL WITH ORIFICE PLATE 4 INCH
(SEE DETAIL) LOAM AND SEED
SUMP BASNJ Yv ROW �.
HOODED
DEEP SUMP
DRAIN MANHOLE-
1 FOOT HIGH BY 5 FOOT WIDE
ORDINARY EARTH EARTHEN BERMS (SEE DETAIL)
BOTTOM
\MICROPOOL
SCHEMATIC CROSS SECTION OF STORM WATER TREATMENT SYSTEM
NOT TO SCALE
A
9" ORIFICE HOLE
INVERT ELEV.=79_00
18" HOPE 18" HDPE
- INVERT ELEV. J0 50
o CONCRETE HEADWAY_ \
4 N T1
1
GRATE SHALL BED FASTENED i SHROUD /
WITH BOLTS AND NOT NELDED O
ALLOW EASY REMOVAL AND REP ACEMENT
1/4" STAINLESS S 'L SHROUD
OPEN AT BOTTOM AN GRATED L A
ON TOP MICROPOOL
DETENTION BASIN OUTLET
PLAN ME w HEADWALL WITH I ORIFICE PLATE
NOT TO SCALE
BASIN
OUTLET
SPERSED
FLOW
SPLASH
POOL
INSTALL WW-2 SERIES, ITEM GW->6A-2
(OR APPROVED EQUAL) BY MCNICHOLS
STAINLESS STEEL GRATE ON TOP OF
SHROUD (TO BE BOLTED AND NOT WELDED)
.1/4" STAINLESS STEEL SHROUD OPEN
AT BOTTOM AND GRATED ON TOP
(SHOWN AS TRANSPARFNT IN
`P9" ORIFICE -INv=]9.60
THROUGH CONE, WALL
LOAM TAILINGS, PENINSULA'S TO BE
COMPLETED SUBSEQUENT b FINAL STABILIZATION
^T - OF SITE WORN.
`(III BOTTOM OF POCKET WETLANDS
EARTHEN BERM
TO BE INSTALLED AT BASE OF DETENTION BASINS
NOT TO SCALE
HEADWALL
PROVIDE WATER -TIGHT, FLEXIBLE SEAL
AT STEEL PLATE/CONCRETE WALL INTERFACE
MESH
STEEL
PLATE
9" ORIFICE
�ECOW INv=7900 -
18" HOPE
INC=]850
MICROPODL
CROSS SECTION A -A
NOT TO SCALE
911 PRE SCALE( NU MAIR
DETAILS — 2 AS sHDWN M, av°r
DA
PRGLEcr DARTMOUTH BUILDING SUPPLY 29 Nov o4 I= a ° £�
J
OLD REED ROAD, NORTH DARTMOUTH DRAW) BYI \ec
— cuENT ours
958 REED ROAD CIAO
958 REED ROAD, NORTH DARTMOUTH,
DESIMOUTH, MA TR
•LIPS ENGINEERING A0, BOX 1089 CHECKL BY: D AGING
• LAND SURARMC 250 BEDFORD sc ` reuR 8 OF 8
•EAWRDNNENTAL LAKENLLE, MA 02]3q APPROVED BT. PRP£Ci ND.'
DEscrelPnou 'BP APP. ASSESSMERF PRIME ENGjNEERjNG TEi: 508sgz0050
FAY 503947204 FOR 10220201
0:APROJECTSVDARTMOUTHVDARTMOUTH BUILDING SUPPLY\R0220201-SITE IAYOUT.DWG -