PROPOSED SITE IMPROVEMENT PLANPROPOSED
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MAP 60 LOT 20
/�' / \ ,r �'
. A L N/F MAP' 60 MAP 60 LOT 22
PT -I /_�� V OLD REED ROAD REALTY LIDO r LOT 4 V N/F
_ F / �. 958 REED RD LLC ( x i "✓
ti 1 %
- / >S \, ✓ .a. T \ �� �� �� A CONSOLIDATED < r 0 J
A RAIL CARP
/ _ i)� - �,�,) �,., _, _� ( Vr MAP 61 LOT s z r7 r
i
J\ 1 ,_ i ✓�� l(� \ --'-� > — coeauERoes FOR
T L �ti _ �! _ — — — — — — —.. «�" — -� r,.l J �.. CHRISf CHURCH INCTf
OLD REED ROAD(40PUBLIC RIGHT OF WAY) P
-%� — AVED AREA ( ✓ 1 r r�
Amp
' Q o �I _ T'
er �N 44W,NiF �� �. ,/ r sRE �e� i
HARD
( MAP 61 LOT 28 /� % '/- r:, < ESN fit ,� / ".. ti "r b _ . Y
EXISTING HARD ✓ ' r/ 1 LO 44 i ^ti"� A..' n ✓A
a _ 966 REED ROAD LLG , - • �`y
G PARKED GRAVEL • ` 138+ACRE6 F ✓ -
T, ✓ _ EX BUILDING _ OO�NSOUDATLD� ^ [� .
Lam. _T C
PROPERTYLINE
.. l M&m.�
V
i'
SITE•-- r
i
_9 `w M/AP61LOT4 \
Y WETLAND IJNE uM �\ TEL P E v.; SITE
o- _ 958 SEED ROAD LLC 4 60' 120`
TIT
1.11+ACRES / �, �\ ti J G�.��— --may
ti v 25 WETLANDi ITT
- MAP fiO LOTG5 = _ yam,--—r--i
EE 1il \ ��
PER LIN �' 958 REED ROAD LLC j
M\b /V`F.' _ Ex-euu ems, f TRAIN TRUCKS
NO
kr
l / C x �� I EX BUILDING .,x�
mot.TI
Ilk
Ll / ) A) _ _ i / �✓
,� UILDI . T
'icy �= EXBUILDING
\� TVA' u5 >F / A ISTING P / - / MAP 61 LOT 19Te
1
R rE DRAINAGES`. / F N/F
�LL"BASIN - s- -
i \ HARVEY PROPCO LLC
HAP 62
'q ' V` A s� — /// v i/A S V 1 LOT 9 I 1
y 'i �1 N/F
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V 1
T 1
GENERAL NOTES:
1. THE SITE 15 LOCATED IN THE TOWN OF DARTMOUTH ON ASSESSORS MAP 60 LOT 26 AND MAP 61 LOTS 45 & 4.
2. THE SITE IS APPROXIMATELY MILE ACRES AND IS ZONED LIMITED INDUSTRIAL
3. THE OWNER OF THESE LOTS IS: 958 REED ROAD LLC
958 REED ROAD
DARTMOUTH, MA 02747
4. THE THE SITE IS LOCATED IN FEMA ZONE X (25005CO366F EFFECTIVE DATE l/]/2009).
5. WETLANDS WERE FLAGGED BY PRIME ENGINEERING IN MARCH 2O20.
6. THE 1QPOGRAPHY SHOWN ON PLANS IS A COMBINATION OF A FIELD INSTRUMENT SURVEY PERFORMED By PRIME ENGINEERING
AND LIDAR DATA ACQUIRED FROM ROM LIDAR DATA BASE (NATIONAL OCEANIC AD ATMOSPHERIC ADMINISTRATION).
]. TOPOGRAPHY IS SHOWN IN 1-FOOT CONTOUR INTERVAL FOR THE INSTRUMENT SURVEY AREA AND 2-FOOT CONTOURS FOR THE
LIDAR AREA.
8. THE OVERALL PROPERTY LINE FOR MAP 60 LOT 26 AND MAP 61 LOT 45 SHOWN ON PLANS IS THE RESULT OF AN INSTRUMENT
SURVffY BY PRIME ENGINEERING. ALL OTHER PROPERTY LINES ON THESE PLANS ARE A COMPILATION OF BEST AVAILABLE SOURCES
INCLUDING ASSESSOR MAPS AND GIS RESOURCES.
9. THE STRUCTURE PROPOSED AS PART OF THIS PLAN SET DOES NOT REQUIRE DOMESTIC WATER (SPRINKLER SYSTEM REQUIRED) OR
SEWER SERVICE.
10, SOILS ON SITE ARE HYDROLOGIC CUSSES C AND D.
NY&FIR
& -
LI\ `; `.. ,y ' ��\ L IHAR FORD RR
ti
MAP 61 LOT 20 / VTT q q
BARNEIT, CHARLES
W TRUSTEE
J
SOIL DATA:
DAIS AUGUST 7, 2020
PERFORMED RY: DAVID VNAOS, SEJNL56; PRIME ENGINEERING, INC
WRNESSED W. COURINEY CDHEN: DMDIOUIH BON
BFV (FEEL) TP-I (INCHES)
RI
(FEET) IP-2
(INCHES)
75.00
0
75.2
0
FlLL
ALL
7120
4B
69.00
12
A6
SL
SL
101R 3/2
10YR 4/4
79J0
54
68.2
p
8/C
C
SL
iDYA 6/4
IS
RICH,
HO
S fi/2
C
IS
2.5Y 5/3
66.fi7 Am
66.87
1oo
RELAX ENCOUNTERED 0 79"
REOOX ENCOUNTERED 0 840
NO WEEPING ENCOUNTERED
NO WEEPING ENCOUNTERED
NO STANDING ENCOUNTERED
NO STANDING ENCOUNTERED
ESTIMATED SFASONAI HIGH
MWIED SEASONAL HIGH
GROUNDWATER En.. = 68.42
GROUNDWATER
HER. = 65.20
- --
- - - - - - -
--------------
PROP 8 CLDI WATER MAIN EXTENSION
/
--- /
PROPOSEDWATERMAN EXTENTION CAP
EX8"CLDI WATER MAIN
L —
_ �� 7g
HYDRANTTO REMAIN
IMgTEft GATE VALVE
�
l
:1 i� 12'INV OUT ]20�:
/
1\ \ 5
WF-0L �F
WF13
wF•12
WI
15 LF -15' REINFORCED CONCRETE - S=0.014'—
CONCRETE HEADWALL—
CONCRETE FES WF_
NV=71 0
SEE CLEANOUT-
ROOF LEADER COLLECTOR
15"HDPE
INV=72.90
SLOPE=1.0%
NOTES:
1. UNLESS OTHERWISE NOTED, ALL DRAINAGE PIPING SHALL
BE 124'0 ADS HDPE PIPE. ALL DRAINAGE END LINES
FROM THE LAST MANHOLE TO THE FLARED ENDS
INCLUDING THE FLARED ENDS SHALL BE RCP.
2. WATER MAINS SHALL BE CEMENT LINED DUCTILE IRON.
3. WATER AND DRAIN MATERIALS AND WORKMANSHIP SHALL
CONFORM TO DARTMOUTH DPW STANDARDS.
4. CONTRACTOR SHALL APPLY FOR AND PAY FOR
INSPECTIONAL SERVICES BY DARTMOUTH DPW FOR ALL
WATER MAIN WORK.
5. ALL WATER AND OLD REED CONSTRUCTION SHALL COMPLY
WITH THE TOWN OF DARTMOUTH DEPARTMENT OF PUBLIC
WORKS SPECIFICATIONS, LATEST EDITION.
6. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL UTILITY
CONSTRUCTION MATERIALS INCLUDING WATER MAIN WORK
WITHIN THE PUBLIC RIGHT OF WAY.
7. APRE—CONSTRUCTION MEETING SHALL BE HELD AT THE
DEPARTMENT OF PUBLIC WORKS PRIOR TO ANY UTILITY
CONSTRUCTION.
8. ALL BENDS ON THE WATER MAIN SHALL BE RESTRAINED
WITH THRUST BLOCKS AND MEGALUG FITTINGS.
WES
BOTTOM
LF-12"HOPE -S=0A05' \
1Y INVS IN = 72.65
15INV OUT= 71.24
>5 LF -4" HDPE - S=0.026'
26 LF -15" HDPE - S=0.039'
TP-1 I TP-2
1 — —
PROPOSED BUILDING
CONSTRUCTION MATERIAL
STORAGE FACILITY
40,850 SF
NORTHWEST SIDE TO BE FULL WALL
ALL OTHER SIDES TO BE OPEN
(NO WALLS)
\
-HVVF INHL I!W I wry mseM ---
(SEE SHEET 6)
ROOF LEADERCOLLECTOR
x 7610 - CANTILEVER ROO
630
T 76 50 ' 76 0 SE
3 BENEATH
0 �� V ASPIRI LLAP ON I)n
0 � BPIWdY\
WE-5
21 �
WF.F R-3 ftIP RAP ON \ _
s
ROOFOVERHANG
LINE
1
�CLEANOUT (TYP)
rV (SEE SHEET 6)
\ I I
`� 11
1
/
I
EXISTING
BUILDING L
i
1 T
II /
i
Ilk \WF4'
CATCH BASINWF2� ) . TOREMAINPROP, LIMIT OF WORK
: TWF1 Z ( -
) _ EXISTING EXISTING
V=]3.50 L1-BUILDING \ BUILDING
EN ELEV ]2.00 ,1 , i 72.80 \ ) -
T
7
i � 4
L j
J
\ 9RAwlxa TBLE !GRADING;
DRAINAGE, & UTILITIES EE scat£ RARrxe�o,
PROJECT GG
958 REED ROAD 6's zoz0
DARTMOUTH, MASSACHUSETTS DRA0.x Br:
rnFxr BEK
--
— /
If
SILT FENCETYP
EXISTING
i
�J,
� SEE DETAIL /y
H
PAVEMENT
�
SCALE:
I��20
�
I
CONSTRUCTION
(
A ENTRANCE
m
(SEE DETAIL)
t
WE--
V
WF-13
>�
I
\
W -12
� TP-1 Tp—p _
SEAL
PROP.
fM
�
LIMIT OF WORK
EROSION CONTROL NOTES:
i. THE SITE CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SUITABLE
EROSION AND SEPIMENTATION CONTROL DEVICES ON SITE DURING CONSTRUCTION AS
REQUIRED TO PREVENT SILT FROM LEAVING THE SITE. SILT WILL NOT BE ALLOWED BEYOND
CONSTRUCTION LIMITS. ADDITIONAL PROTECTION: ON -SITE PROTECTION MUST BE PROVIDED
THAT WILL NOT PERMIT SILT TO. LEAVE THE PROJECT CONFINES DUE TO UNFORESEEN
CONDITIONS OR ACCIDENTS.
2. EROSION CONTROL MEASURES SHALL BE MAINTAINED AT ALL TIMES. IF FULL
IMPLEMENTATION OF THE APPROVED PLANS DOES NOT PROVIDE SUFFICIENT EROSION AND
SEDIMENT CONTROL, ADDITIONAL CONTROL MEASURES SHALL BE IMPLEMENTED.
CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING EROSION CONTROL DEVICES
WHICH BECOME INEFFECTIVE.
3. CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS FOR ALL GRADING AND OTHER LAND
DISTURBING ACTIVITIES PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE CLEANUP AND REMOVAL OF ANY BUILDUP OF
SEDIMENT.
5. CONTRACTOR IS RESPONSIBLE FOR CLEANING SILT AND DEBRIS OUT OF ALL STORM
DRAINAGE STRUCTURES UPON THE COMPLETION OF CONSTRUCTION.
6. THE. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ANY FINES LEVIED
AGAINST THE SITE FOR VIOLATIONS OF EROSION CONTROL REGULATIONS
Z. IF WORK ON THIS PROJECT IS SUSPENDED FOR ANY REASON, THE CONTRACTOR SHALL
MAINTAIN THE SOIL EROSION AND SEDIMENTATION CONTROL FACIDiIES IN GOOD CONDITION
DURING THE SUSPENSION OF WORK
S. SPRINKLE OR APPLY DUST (WATER TRUCK) SUPPRESSERS TO MINIMIZE DUST AT THE
CONSTRUCTION SM. MAINTAIN DUST CONTROL MEASURES MAY HE UTILIZED UNIIL ALL
DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED.
9. THE CONTRACTOR MUST COMPLY TO ANY ORDER OF CONDITIONS THAT WILL BE ISSUED BY
THE TOWN OF DARIMOUTH CONSERVATION COMMISSION.
10. ALL POINTS OF INPRESS OR EGRESS SHALL BE PROTECTED TO PREVENT TACKING OF MUD
ONTO PUBLIC WAYS.
O0
\ 1
I
I
1
r` `1
1' j
f
CATCH BASIN
I f
T BE FIT WITH
I'.
91L�T SACK SEE DETAIL
I
LIMIT OF WORK
�''. --
I �
\
3' WE OW O SILT 1'x 6'P6yE yT,W,E
3TNDE FIBRIN OR
�1'x
KPRORD EOUNL
CI£ ROS S IV URYDE
FOR SMBNITY AID SBr
CU IND
\ ROW
IT rC50UNp UNE
I
6.
_
6'x6'TORM., RA.%RMFB
AND CgdPPLILO
6,
SILT FENCE
DETAIL
NOT TO SCALE
pl
G 0C
6" MINA /
GRAVEL CRUSHED
ROAD STABILIZATION FILTER
FABRIC
CONSTRUCTION ENTRANCE
NOT TO SCALE
DUMP
REBAR
REMOVAL
SEDIMENT SACK
INSTALLATION DETAIL
EXPANSION RE
s1RMNT
(1/14 ERROR ORE ON E, T
P S1RAP5
2' FLAT WASHERS)�
BAG DETAIL
SILT SACK DETAIL
NOTTOSCALE
EROSION CONTROL PLAN
PRaECr 958 REED ROAD
DARTMOUTH, MASSACHUSETTS
EN
DARTMOUTH BUILDING SUPPLY
GML FNGMEERING
ffl�MWVME� RJR U S WURiEYINC A 50
11 NV, 5
JECT NO.
1022-02-
TL 50..9470050
PLANTING REQUIREMENTS
KEY
SPECIMEN
QUANTITY
NATIVE PERENNIALS
1
EU p mpculptum
30
2
ADe
CdiON strlctp
3
pplUSltls
Cp
30
ve
N@ WNsa 0
5
ceo130
mRIK;
60
8
RUdbeos dot0s
NET. skip ftii "G
vdT IliwnOi "GOIdsWm
20
NATIVE SHRUBS
]
p °CprdipnP
3
B
M umum denlptum
3
RAIN GARDEN
SIGN
i
\
tl•
tHOPE
\ \ ,
HN
NV IN=JLW
\\ \
(FROM 55-4501)
\
15" RCP
\
INV OUT=]L50
FES-1)
/ /
\
\\
1Y HIDES
INV INn72.65
(RI
/ "
(FROM DMH-2)
4' 0 MANHOLE DMH-1
NOTTS SCALE
12 INCH DEPTH OF PLANTABLE SOIL CONFORMING TO
MASSHIGHWAY M1.051 M1.06 OR M1.07 STANDARDS WITH
Z-OLITE SOIL AMENDMENT APPLIED AT 100 LBS/1.000
SF AND DECOMPOSED MULCH HARROWED IN TO A DEPTH
OF 4 INCHES.
OVERFLOW SPILLWAY
ELEV=SHOWN. ON PLANS
UIS)
12' HERE
INV OUT=]2]6
(TO SUBSURFACE INFILTRATION S51EM
\ \ \
'AP
15" HOPE \ o
INV INM]3.]6
\
(TO DMH-1) \ /.....
I I y
I I �
N HOPE 1
INV IN=CTSIG 1
(MOM ROOF LEADER SYSTEM)
I
4' 0 MANHOLE
DMH-2
NOTTOSCALE
5'
SHFO RD`OF E ROOF
sLppOVERHANG
� clmoe
SURFACE GRADE = 76.2
IN COVER FROM CROWN OF
PIPE i0 BOIIOM OF FLbJBLf PAVEMENT
CROWN OF PIPE = R6J
F rjtf.
O FILTER
b
I
PEE
OVER AN ON
ovER TOP nry
1z' PERFORATED HOPE PIPE
ALL 6Drs
I
12 �
�
A
x CUSS OR II MATERIAL
"A
J/XAk
PLATED AND COMPACTED
4T
l2
II ELEV. _ ]2W
AGCOROANOE WITH
D2321 IN PIPE zO E
BOTTOM OF STONE REV. = Jzv
MOM
REMOVE UNSURAOLE SOIL FNO REPLACE W1M STELA
SUITABLE
SCNO MEET NO 310 CNre is zss(3)
FOUNDATION
SEASONAL HIGH GROUNDWATER igS1E 68.42
I
34 OP
ADS 12" N-12 PERFORATED
ASIM F 2306
OUTFLOW TO DMH-1
HOPE PIPE
ADS d" N-12 -
INV OUT-73 }3
E1�T,IyII�TKT.,O
ii
1
(
nlypl��yy�ill
1d
umi
IWWIll�
H
AOS 12' N-12 AS1M C 2%06fII(
MOM
dijiI
U 1HDP€
PwE�p�7
llli,l
I! ii 7
1
11
INSPECTION PORT SEE DETAIL
PIT
—rr r -1771- FFR.:!: Tuff 1 d
mffi
F t4_ UiJi��1>tl.. H1 11t1��6��r Imo�I. QQI����
�111u a1"IP1L'®IIIDI ll. ''T U liJDLIi)�[liiil
INFLOW FROM DMrM
'TI
il]jl
1''.
)J1
(
(
1 1'Ij1!!I
ADS 1r' M-12
'J
jE.H;L
Al
t
i illliliu
ASTM F 2306
_
HOPE PIPE
NOTES r
ADS 12' N-12
ASTM F 2306 -
1. FOR INSTALLATION RDO MMENMPONS. SEE STD-702
HOPE PIPE
T'PICN. FLESH CRESS -SECTION DUAL" AND
ELI iWICAL RET/uREacLFANOur OETAC
PROVIDED 6Y MANUFA
2, ROOF LEADERS TO BE LED INTO INFILTRATION
SYSTEM.
3, A11SLT AND SEOIINFILTRAT IS TORELKEPT FROMENTE
UNDERGROUND
INFILTRATION SYSTEM
TH THE BAWATER
DRECTOR
E
FROM THE PARKING LOT SMALL NOT DE DIRECTED
MOM KING LOTION SHALL
IM ro SCNE
SYSTEM OMIT CATCH SINSMO qHL
wFlED.
D
INSTALLED. FVMarIONAb AND vremELTEo MOM T.
IN FLNU
0
OR OVEFOR FLOW
CONPRONECTOR FOR FACT
ACT
9
DOwusvOM
DOWNSPOUT
�C)NCRETE SPOKEN PAR
FlNISH ACCEDE
TYPICAL ROOF DOWNSPOUT
NOT TO SCALE
9 INCH CIFAHODL,
MOST USE SPECIAL TOOL
FOR R}MOVAL
CASE IRON WATER Cg1E
TYPE HAND -HOLE
10" I25 PERFORM
N-12 ROPE
J/4t-I/R'
CRUSHED STONE
NalplWly 60UPoHc
MOhYNL OF SNIP FULL
DIA.
waa
G
wElcxr
p
g
C
D
E
15"
2-1/6
9fi"
73'
30"
16'
2-1/2"
1-3/4"
ff
2Y
J}'
36"
3
1-3/d"
1620
9-1 /2'
43_1/2'
JO"
73-1/2
48'
Y1/4'
3-1/6"
2W0
12
54"
19-3/4"73-3/4'
60'
REINFORCED CONCRETE PIPE CONFORMS
TO ARM C-76. ASTM-C-443, AASHUT MUGS
CAN AASHM M-Tsfi,
FOR COMPLETE DESIGN AND PRODUCT INFORMATION
CONTACT TERMS PRECAST.
REINFORCED CONCRETE FLARED END SECTION
SCH. AN PJC
PERFORMEET PIPE
I OPEN ENDED SHAD
NONE. INSPECTION
PORT TO BE INSLCULD PRIOIQ TO PLACING STONE
INSPECTION
PORT :DETAIL
NOT TO SCALE
PUT Top
T
HLAGROUP
s
WOMFUNCONA
��a.
TOP NERa
j--pPDpxu
SAINT
FUII TDB
AMERCARE
GHI
11)
1 s OF POISON
'.
-a'
as�'o
t86t
e'
4-}pcsw
1m
°1
�'
rssea
L1tl1ols-wcsxo
—
01Po m.. .,
-
MXFX4,1N�Ap
-
A.
NXH6Gp
JA
FAL�
NO
mvU.zrr
RTNL5A6B
0-1
/
LNOTTO SCALE
L
PLAN VIEW
TOP SLAB NOT SHOWNNOT TO SCALE
C
r 4LMN NEW 5-F1. -
RATES:
CONCRETE: ApfN P51 MINIMUM A2. FTER 1B M5.
MMFORpmMED. cpx� To�E fes.. 0.12 sow/NNx
RE�R M. IN MARK Po�
. EASED 1pyMU PER NSMN X9 M. 1 N 5 MET CMiR.
4. MANPoa pmcx spas cpxr0wl To gsrv. u]e mrD me roXEAMGL5. GOAL �
REINFORCED fANCWEIE MWXOIE 8E4T0t6"
5, CVM A9N SECTW JOINT CONf11RN6 RI ISM CBBp 9EGFlGN9N
0.41N SEEM s GO PROBLEMPoLnFtlR1EHE PWTC SNP WNFJOWIs 10
4' DIAMETER MANHCjLE NDTTD6GaLE
LOAM AND SEED PAVHMEM
FINISH GRAPE (SEE GR4pING-I
PI SAWCUI IXISIING
PAVEMENT
I
I
72" MIN. IN AREAS
��8 m Of PAVEMENT PATCH
({� BACKFILL 10 BE PLACED IN 12'
oa O00 o LAYERS 0.Np THOROUGHLY COMPACTED.
SRlN6 TO BE NO LARGER THAN 6"
IN DIAMETER.
' COMPACTED REDOING OF SELECT MATERIAL
_ SIEVE R PASSING
1/3 DIA V•
y.. 1-1
2° IDD
_� v y/ m 1 2
E NO 4 0-55
CRUSHED STONE SBYER �pRNNACE SAND REDOING
CtlMPAC2U OR UNDISTURBED
NOTE: SUBGRApE
1, ALL DRAINAGE PIPING SHA
BEADS N-12 HOPE UNLFEs5OTHERWISE NOTED.
2. ALL DRAINAGE PIPING SHALL DE 121N. DIAMETER UNLESS OTHERWISE NOTED.
PIPE TRENCH DETAIL
FRAME AND COVEWRAME AND GRATE
VARY) (MAY VARY
MOTTO SCALE NOT TO SCALEnXimo
CONCRETE
NOTTOSCALE
t
STORMCEPTOR 450-I DETAIL
12" MI ELM
EJ/ PLACE STONE AROUND FLARED
ENO TU' SECURE IN PLACE
RCP F1.ARE0 END SECTION
\ 50 TO 125 BOUND STONE SET ON
6".� pDEPTH CRUSHED ffiONE BEOBIN
12
�6 °
CRUSFIEB STONE BEDDING
STONE APRON AT PIPE END
NOT TO SCALE
SURFAQ NCOUR
1
2' BINMINW6 CONCRETE
BINDER COURSE ME I-1
12° BINDING GRAVfl
SUBGRADE PLACED IN fi'
LAYERS AND THOROUGHLY
COMPACTED „ .p O
BITUMINOUS CONCRETE PAVEMENT
ti
z
m
Q
V
a
N zaP o
LL
1w
`t4� PROPOSED FIRST FLOOR �c9gq 'N
E PLAN 3/321, 1'-0" qouN. AOG ca
SBiOID o®
APPROVED h
,P VERSION
N
NOT FOR
/ CONSTRUCTION.
/
V
J
m
W
w
Q
W
®
W
3 I
An
Am
VERSION i
zo
uN