NOI12
SITE N
LANDSCAPED
SCAPED PAVE
D CROWN
WN 01= SH
OULDER
LDE R
6
u
SLOPEPE 3/8/P . o
AREAS AREAS --5 }
PAVEMENT SLOPE t0 EX. PAVING a cm I 1/2
{
INITIAL MACHINE CUT
I
O
T L E U OF
Ti N _ ,.
V. SC iP
SYM OL
�3RE DE R BERM
B
PAVING FOR INSTALLATION OF � n 1 n
(DARK)
12 -m 12 -0
EW NEW WORK
NPIPING o
E EXIStlNG WOR
K (LIGHT)
1211
GRA ✓ EL BASE ,
DS D SANITARY SEWER 6 LOAM SEEDEDO
. -�..... _�\\
MASS.. .
EG.
SEEDED W/ MEA 2 EXISTING PAVING DRAIN 5- 3/SI{/ft.1II M1.03•i
\ \ / — ,
/\ /.
MIX .. 77\ \ . SUB SASE II
1,Ij WATER PIPE
/ \
AFT INSTALLATION, TESTING
�\ /
II
ER LL �_E r
GRAVEL BASE TO ,. ,,.
8 Ra _ _ , . .. : , to t BACKFILLING OF TRENCH �_
... OVERHEAD WIRE ��. :._; � ,..... ..... :...:. _ H OHW OVER E D _ Z
MATCH EXISTING= AWCUT THE AVING BACK AN
. ,. � ... S E P B C z
TY LINE
w
PROPER L ,, ADDITIONAL 12 OF EXISTING O
F ROAD cn
PAVING GRADE t COMPACT O R D �I z
PAVING
P DE O ��
OF 3 Hi�I-4 x 12 W EDGE P � D
aS PAINT W EDGE O O
GRAVEL B E P RA E E F TO 5T �.11 REFER D � U�
,� c�
.. � of WETLANDS6 C,aPE. con BERM D ETAIL
C,4
.. FWL ED E3/4 CRUSHED OF EXISTING PAVING W/ BITUMEN � � � �� COD ��
PAVING DETAIL
x x x x F GHAiNLiNK FENCE STONE IN MAX 6 t PATCH TRENCH W/ C2) LAYERS REFER TO DETAIL �
L
c)
-.. AN TAMPED OF 1 1/2 TYPE I 1 ITUMiNOUS LIFTS HAND T PE 8
: CONTOUR
L _ _
,..- •,__- EXISTING
y o
cn
CONCRETE
w
RE E
TYPICAL tt
. D
SECTION
O) �t
N CONTOUR �•
FINIS A
� z
N.T.S. STA. 0 1
w w
. C +O>a TO ra 5)
CLEAN BANK RUN GRAVEL 1�
CAPE COD BERM LE
oGe PE 6
3/ BITUMINOUS n- o • i-
(
A M A iN
z
C. CURB
NO CL Y CO P CTED
CAST CO
NC. RB
GC PRE OF PIPE CO
NCRETE T AV
LIFTS T ss M T
RE E PAVING
T II
9 L TS O 95 P
8 GONG I
ITUMiN ou CONCRETE C1 II it CON B
12 12 ,
(NO SCONES OVER 4) COMPACT
CURB C NC TE RB
G ITU M NODS O RE 1..,..
C B
MECHANICAL .TAM S WITH ME A L PER
SPOT GRADE
20.0 EXISTING R DE
1
/ o
+ FINISH SPOT GRADE 1 WEARING COURSE
20.0 F P z
- 14 x 24 4 THICK _ W x TH C
MANHOLE) MH S WER LE
HO l5 E
NEW MANHOLE �.1•-{. E �" f Oil I COURSE
1 TRENCH SC 2 BINDER C` R E
CONCRETE PAD POURED
0 MANHOLE .H. EXISTING LE
M N.7.5. iN PLACE AFTER
CH BASIN t
NEW CAT B FLUSHING GONN. CURBo 0
C.B. L
c- M .031 \ \
12 MA
BOX SET IN PLACE FIN. GRADE SS. SPA.
C.B, EXISTING CATCH BASIN
i �" ® Q
ar_ PLACED
GRAVEL BA.,. N ca
HYDRANT
F REe A o. ACs 246 C.I. .H.L B RON N L
C 4
�{ c AND • 'N,, '
N 3) LiFT,:...
_ Ao 00
FRAME t GRATE SET IN
V. GATE VALVE AND CURB BOX RA
O ..,_. __. TO �S o
J OF MORTAR
,
__ ___ .. ... •.. 1 i COMPACTED
F' LL BED R
A ING SPACE)
SYMSOLCP RK P
G HANDICAP ci
.�-
D P1
_ N
OW DIRECTION CURS SOX 1
1.
TRAFFIC FL D RE
I
,{ Z
SUI
TABLE TA STABLE
FLUSHING CONNECTIONSLE E US G BL
T BLOCK
L
T THRUST
TS
CONCRETE RU
"
BGRADE -
--- S __ _--- - BRA ��1
A CURB SLOP SHUT 01� � i �,
� �!W HEADWALL
_ THREADED. FITTINGS
i
UI G TO FIN. GRADE B LD BCGOMP SSION TYPE)
WETLANDS
RE PE -{I
c >_ IT
S
E
w/ MIN. C2) MAX. l6) COU S S S
sziNFORGED TOP . R E
PRECA„ { 0
O EVATiONCFIRST FLOOR) .
F.E. 1=1NiSH FLOOR EL „ ,I
IC POINT U 151 �
SLAB WITH O RING SEWER BRICK. PO P INSIDE CONCRETE THRUST ; L B � RE ESECTION
�ANiTARY ETC. R A
. INVERT ELEVATION CS ¢Q 5� Dt-4 D AVING o v �S)LE w/ 3/5" MORTAR JOINTS. 'FiN. BLOCKS (TYP.) .�
- " I� L),*
1 1/2 P.V.C. FORGE iMAINI
TO EXISTING .: N.T.S.' �•r �--
�.T.E. POINT OF CONNECTION_ OUTSIDE w1 3/4 CHICK MORTAR N t �- m a
FORGED ALUMINUM
Q
.t s
7 ,
SAFETY . 2 Off,FLU5Hr AF S i S E « P
I CTI i i
OUTLET
00
PRECAST RFINF. CONC.
SEAL WATERTIGHT
MANHOLE �C IONS M T TO r w/THiOKOL OR EQUAL
1d"1 TO - ., •
CONFORM AS7M C 4�8
1 II
4 0 V
II a r—
A 18 48 ,
eB N MODEL R
JOINTS wi _
L RO D L
J OI 0
AL t S 1/4 E
Z
v
t
SUMP
__. _ t O O TRASH HOOD OIL T 1� _. scD
JOIN T C3
MA
STIC G A M T SCE .
v
KEN'
0
MI A TO _ i R S L S A +'8 CROWN OF E L R E TO A REFER P NS
FROM AN
R L rn
F PLAN UPI WERE TAKEN R
S NO E
i,
T N O Y EI 1 PRO
PERTY P L
A M T c
P YE EN
OF O FINISH A PETITION R GR S
VARIANCE PE DE
YA E i N
A
ZONING R
t0 AGCOMP NY
TS
0
OU
COAT ENTIRE �
AN LOCATED ON GD E E w/ o
i
OS FOR LAND L
OBERT MEDE � _
R -.
OF Kos
A Y COAT,; c
A TMOUTH MA PREPARED B C2) CO RS ,
D R ,
NTURa DRIVE I� ' wJ YE 1 u .-
12 -m
12-
Ca INC,OF11Y 0
N TH FERN
ENGINEERING BIT. WAt]=RPR
KE NE R. � AND REVISED REVISED ON 7/18/®L 6 LAYER OF 3/4 t0
<
DATED 4/i�/99 a D
B `' M `� N
„
'o
1 1/2 0 G SH SCONE
I II
RU ED
au
AN _
HOWN WAS TAKEN FROM PLAN 4 0
2. TOPOGRAPHY � COMPACT t0 95io PROCTOR16
StC ft.
NY BASE SHEET PARCELS
ENTITLED TOPC7�11 11
a z a�
5 5 6 /
M Y 1 � A B 0 A RED C
A Tr'i OUTH M PRE / /
VEN?URA DRIVE
D R
/y
ING
INC,N / � '
00
K NNETH R. FERN
IRA ENGINEERING 1-• Qva
E
4
G f / �4T 1�1 T, Gr? Q
' DATED 10/25 0 G �3 DETAIL
m w
co
N.T .S
W
w
SERVICES OF A
..m w
H S E N THE ER
HA
LL RETAIN t-
CONTRACTOR w W a
CON T R
i
3. R
C?
O
r A
no Q
GROUND
RO D �
THE D
To LAYOUT ON E GR
L Z
REGISTERED LAND SURVEYOR �
REo o cn
C A GO PE D BERM
T �n
REFER O STD.
WO IS t0 BE 1x
tS OF WORK.
THE NEW RK
M N C� W E: A NEW EL
EMENTS ALL
F O REFER T DETAIL
THE GROUND, A
E L
ON E R YIN AI OUT P G DETAIL Ai D N D cz
' COMPLETED MARKED, A D L Z
w
10 TO _ l,V �.
APPROVED BY THE ENGINEER PRIOR Y AND APPR
RE IEWED ,,. z
►O TO THE
IN -STALLED ED PRI
OR O IS LL •
AtlON.
1F ANY WOW
STA ,: TYPICAL
I iN LL t G L OfiD S.EGT I® C3 o
- THE WORK IS NOT M Nt SING MET AND IF E +► _ _ ��
E B BUILD MN TO FiN. G w/:"1 LEBARON LA 24� 24 DIA. C.I.M.H. _.. v o
'ABOVE REG2UIR� BADE iN. N.T.S. CSTA. �+51 +
L THE ENGINEER, CONTRACTOR .-
O TO 12 31) o
IN LAYOUT t0 E E
SATISFACTORY OF C2) MAX Or C6) SEWER FRAME AND COVER SET IN FULL BED rO
7 WO AT NO COST. 1,
v
1 HE RK i z
LO
SHALL REPLAG BR GK• POINT UP INSIDE w/3/8 MORTAR COVER TO 1 HOLE
MOR
TAR AR JOINTS. FIN. OUT -SIDE iN CENTER. Q o)
SAS
E
rn
ADDITION t0 DIG: SAFE", 1
EXCAVATION, IN DD
w 3 THICK MORTAR Z
I t0 ANY � R 4. 'PRIOR R
1 o as
0
T OW M OF FRAME COMPANY OR AUTHORITY O TOP OF GROUT 3 BELOW R R E
NOTIFY A RO�RIATE UTILITY !�
PPCROWN OF WALL TO BE CONS7. 6 r O � m
oUN _ V
CATION OF UNDERGROUND 4J rn u�
VERIFY EXACT DEPTH AND LOCATION __ _ {I
FOIw_D ALUMINUM STEPS 12 11
O.G. PAVEMENT OF 12"x12" MIN. SIZE
UTILITIES. LOCATIONS OF UTILITIES SHOWN ARE
a4
L STONES CHINKED W/ ,.
SHALL BE 2 0 GONE SECTION
ONLY AND THE CONTRACTOR LL
XIMAT?-
`APPRO E
SMALLER t ,� ,. .
LLE STONES _, R O ES
IN THE
1 n; 1 n -
GT UTILITIES E _ {i
OTE
O OCATE ND PR
L,
AT 51 - _ 2 0 2MORTAR
ONSIB E �GO �Ni'IR. GUT DE w/2 C0,4t� 10 0 I 0=, ..� . >-
RESP L_ 10 0 s:..
i r
S' H DRA
WINGS. . THE
m
O NOT SHOW
N ON • a
R ` 1
OF T A . WATERPROOFING
RS B 7 OFiNCz
FIELD WHETHER KCPPE ERPR A INF. GONG. M.H. SECTION,
EL PRECAST RE E w
1
z
A T CONFORM TO
�I �r 1. a Y
AS BARREL O BASE RM
B
WiNG. Ira a �� C7
A INCLUDE THE FOLLOWING: ,
�" O SHALL L � ii z. �:, 3
N _ _ I II
5. SITE PREPARATION c _ � '
- "18. SEAL JOINTS WITH - w.
_ CONS,RUGT .._11�R INVERT w,/ ASTM G 4 E L _ ,,, 2 0
- 11 S_ �
ft.
3/S / 1
�� S 3 t. {
JOINT GASKET 11� rr a dui
1 i/ MASTIC G E �`
8 S t, I t/ 4 M S 1 I
THE UNDERGROUND .-'ER BR GK 3 8 FLUSH -I —� i
U SE OF INSTALLING
,d,. IN THE CO i�5 BATTER s /ft.
TS A 05 2 l
FOUNDATION MORT,4 JOINTS. CHANNEL TO SIMILAR TO KEN E L � �
EMOVE ANY.. ABANDONED R
UTILITIES, P z !I _ "
WEEP HOLES
�! _I
5 tG. ENCOUNTERED WHICH BE RJLL HT. � PIPE -- _ Iil_
UTILITY S� S APENETRATION i
N7 WITH THE UTILITY WORK. ALL SUCH � .
E L �- 2 0 O.C.
ERFERE WATERTIGHT
- ER
_ ,.
AN "5 O � FOOT
COMPLETELY REMOVED D L F" 1/8 PER a SHALL BE PL OF ROAD 87RUetUR1= � R D
��y+ HEIGHT OF WALL VARIES
ACKFILLED WITH GRAVEL COMPACTED IN 9
SHALL BED a REFER TO STD.
II .... •.r (CAPE COD BERM
THE OTTOM REFER TO PLANS
_ �o COMPACTION TO 6 BELOW E B y , , , ,. V
LIFTS S t0 9 r ,,T
UTILITY. ITY.
ADD �+ RODS 12 O.G. B^ H , � :., .�...4 <. � _ _ 5 ...; g PA ING DETAIL 1
OF THE PIKE AND L
WAYS I. ADDITION TO t1,l:T'i 11 � •���
N DD 5 f 1�E1=ER, TO DEi1�, �
IF DURING PXCAVATION THE TRENCH WIDTH EXCEEDS 4r_011
8_ TYPICAL
Jl �l
THE SUM OF�
THE PIPE O.D. PLUS V-0", PLACE AND MiN. & .AYERS OF 3/4"m �" I YPICAL ROAD SECTION
COMPACT - HE FILL TO 12" ABOVE THE PIPE AND RE- STONFFULL WIDTH OF ; r
T WETLAND G O ii�l
EXCAVATE
TO REQUIRED GRADES. EXCAV4TION - COMPACT;
95ge PROCTOR ,* s
N.T.S. { .,.� ,...rk :;Kl�t•.°�s�;.;. �: 12" CHICK LAYER OF
.. � 4,,:'.�•r,1��+i4..,i,'�y�%ii:�=r.'nYI�.. ,:. Y:t .. �I
C. AT THE POINT WHERE BULK EARTH MOVING HAS BEEN
l V i IG '}'�� 1 O �.%��. V'}'s.jSL// : ,;. •a .. i.w d, i; ..r 3 ❑ 1 "
/4 t0 1 iz COMPACTED
TO THE SUBGRADE LEVEL AND PRIOR TO
CRUSHED SCONE
COMPLETED - - /�
PLACING OF UTILITIES, CURBING, OR PAVING, PROOF- ST�4NDRD,�-�4�1"tO� D I ,�ei�
'NTIRE AREA. PROOF -ROLLING SHALL CONSIST {-
POLL THEE
OF AKIN NOT LESS
THAN (5) PASSES OVER THE AREA
SETBACK. 0 MIN.
WIDTH QUA TO
AT AST
EQUAL
H E WEI
GHING iNG L
WITH A 'Vi Bfi�
TORY DRUM ROLLER
HI C N U 1
10,000
BE
HIND D CURB
z OF HEIGHT
TY W
P
O DIN ACCORDANCE
.SHALL BE PERF RME
T WGTYr'.
6. ALL UTILI Y' 1�FiRE HYDRANT
ARTMOUTH SPECS.
WITH TOWN OF D. CONFORMING TO
Y \ TOWN STANDARDS
PIPING SHALL BE CLASS 52 DOUBLE \, \/,
�. WATER SERYIC>a � 61' .VALVE t
/ i //
i�UCT1LE IRON WATER WITH tYTON JOINTS. / i\, \� II i\ VA BOX
CEMENT LINED . �. �, \\ \\ �. , 12 \\ VALVE ♦♦^^
$E 250 LB. GREY IRON CASTINGS / / // // //, p
FITTINGS SHALL �i. \, \. \\ SNOW
W FENCE SUPPORTED TO POLES....
WITH MECHANICAL JOINT ENDS. ALL BENDS, TEES, ETC.,
O W
. \\� POLES PLACED 6 10'-0" INTERVALS.
HA JOINT RESTRAINED BY THE USE OF CONCRETE
SHALL 8E � /\ BREAK FLANGE
A DETAILED. THRUST BLOCK S S DE L
FIN. GRADE
FILTER FABRIC STAPLED t0
a r
— :J 1-i A
SNOW FENCING. z �
18HALL BE CAST IRON BODY BRONZE MOUNTED, - -
- 8. GATE VALVES -t i �\ \
° o
>=TE WITH ROAD BOX AND CONFORMING IN '=1 i � ° �� a � \\,f�/ _
III='' ® 0 0
w
1-15 PSI, cOMPL _ a WIRE w
,T TO DARTMOUTH SPECS. / % % ./ / / / / / / /
EVERY RESPEr2 i 1. .. /� /�. /�. /� /� /� /�. /.. /�. /� /�, UNDISTURBED CC m
0 CURB .
EARTH PROTECTED CTED
SHALL BE GLASS 4 REINFORCED CONCRETE
r E p
9. STORM DRAINS 5'-0" MIN. LINE OF HA1'BALES p
NG GASKET JOINTS.
N WETLANDS W
� PiPE WITH 0 RI �-- PLACED END t0 END.
T E OR DEAD END TY' . S CTION
E- w
10. LOW PRESSURE FORGE MAIN PIPING SHALL BE SDR-21 P.V.C. 8 SERVICE L SLOPE FROM GONSTRUCY iON W
m
PRESSURE Prif- DETAIL. CONCRETE THRUST 5LOC<8 DRAIN _�
N_TJS.
0 0
if. THE SILT FENCE
e,HALL BE INSTALLED PRIOR TO ANY WORK 80 0 I " 1(
M • . o . a 12 Hx24 W. GONG. THRUST — F-
_ A
a — —
A iNG ON UN ISTU EARTH
D ED E R H 2500 TYPE BE R RB
C SHALL P
F-
IN THE AREA SHOWN. THE LOCATION OF FENCE SHALL BE -CONCRETE LL BE
w, - BLOCK - MAINTAIN 3° _i.:- III III— w f.
REVIEWED AND APPROVED BY THE DARTMOUTH CONSERVATION -CONCRETE SHALL NOT RUN INTO PIPE JOINTS °a . 2 x2 x3 WOODEN
" CLEAR FROM DRAIN 0 w O w
COMMISSION AND THE ENGINEER PRIOR TO ANY CONSTRUCTION. -ALL BLOCKS SHALL BE MIN. 1 -0 HIGH , ANCHOR STAKE w z
_ /� NATIVE SOIL 10 v
i CV
TABLE OF SEARING AREAS (s.f.)
SiZE OF
MAIN (in.)
TEES t
PLUG5
VALVES
BENDS
90°
45°
22-1/2°
11-1/40
411
61{
811
2
3:.
4
1
2
3
2
3
5
1
2
3
1
2
2
i
2
2
A, O O a'A: ry
o p0 JOB NO. 999005M
b" DUCTILE 4 CU. FT. OF 3/411 11/2"
CONC. IRON PIPE CRUSHEDSTONE BAGKFILL OVER FABRIC DWG. NO.
3�o"H.x24"W. .
THRUST BLOCK
FIRE HYDRANT DETAIL DETAIL. OF SILT SARRiER
NT5. N.T.S.
I
i! v
0
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m
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W Z
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o 0
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/
Q
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MA
P 63 LOT 11e 1I MAP LOT 36 /
68 0
0
N F N F .4j000 SQ. FT. \
0 THERN DGE ARTMOUTH
N R E D WALTER PEASE / D
ALTERE
o
LIMITED PARTNERSHIP
o 0
1 h
�V — _
—
i o
/ ti 0
t / / / / ti g o h / Q
yeti o C a° rno �� 06� 02 ti
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182% ti �' o p
I( / / �0 DR G/E EASEMENT N - 0 51 22 E --�- — - / _ _ x / / / z
. FIRE HYD-' � — — —
I E,Jf
'60' ACC _.�ASEME f I .� 4 � / / � Y
/ FLAf�ED E0 SE"ON
f riffs INS.=84.,�5 (lY?FOR 2) �SE1TS
oe�o 9 I } j/ f FLARED' END` 18ECTi0 s ' / 9
G \ 67 00 / °a� II�V.=101.75 _` r — -� -� / = -� •�
- L
/ W
T
a
„ � .-- // / ` — x..^'�°''' mkt.-u!s}th�. A / / / / / / '... ', ... •, :.. _ . " • oe° ° e e°° ." O
/
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/ _ / 105 l I — s /
/ /' /Rip —RAP PAD a — / �� / , I k
132 -- r - / / / / I 1 / ! // / 8 WD. $ / 1 I 1
( k �-� — — � �i �I/ ' �- , � � � r � �.,�� ��� � x / / / / / / REi'ENTION BASIN #2 �rWoa
o / Q
i s toy { // /0.
, A7 + / /
— / // / / ,�
DER a -- / SPILLWAY o I _ I 1: � / / a / / Qo � E `
LO
PARj — , L=101.75 / / / / G� / / / / / o
ns I / / / / �.EL 1 RETENTIQN IN 1 / / / �? 1 0
/ /
/ 9 /
/ A6 I Lr) I / N 01
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—� — -� —� — -------T__ — -- _------------------------- — --- °°'�
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Q DRAINAGE EASEMENT 9
, A EMENT
— — '
— O
/ i
_ `4 0 — 30 0 5 .75 x 23
71 .7
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0 8
r / Li
•
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A24
W
I WETLANDS
EDGE ®F V ET C )
4 '�/
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MAP 63 LOT
L 12
�LO
N F (1)
tl.
WETLAN
DS
Z
NORTHEAST DISTRIBUTORS EDGE OF CONFIRMED BY DARTMOUTH c� c�
WETLAND DELINEATION SHOWN HAS BEEN C o 00
ISSUED JAN. 20
r� O
0 0 C]
ssu
NWANAIFORMt
COMMISdO C.�
CONSERVATIONV r� � m
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FLICATION
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9
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3
WETLAND FZ'
NARRATIVE:
1. THE INTENT OF THE REPLICATION IS TO UTILIZE
TRANSPLANTED WETLAND SPECIES THAT HAVE BEEN
ZSITE Grm"AgUm" I ONG PLAN.
STORED DURING THE FILLING OF THE WETLANDS.
SCALE 2. PRIOR TO ANY WETLAND ALTERATION CONTACT THE
DARTMOUTH CONSERVATION COMMISSION AND ENGIN�R
FOR APRE - CONSTRUCT ION MEETING. CONTRACTOR
INDICATE METHOD OF REMOVING, PROTECTING, AND
STOCKPILING EXISTING WETLAND SPECIES AND ORGk'NIC
TOP a,- SANK
- SOIL LAYER. ENGINEER WILL DETERMINE WITH THE
CONSERVATION AGENT ANY TREES THAT ARE TO REh°`AIN
TOP
O SPILLWAY
WITHIN THE REPLICATION AREA AND METHOD OF
PROTECTION.
CCJ 3. CAREFULLY REMO
VE, ,STORE, ANDPR
OTECT
T CT WETLAND
AND L
SPECIES FROM THE WETLAND AREA TO BE FILLED FeR
O REPLANTING.
I SPILLWAY GONSISTINC� OF
FILLING OPERATION SHALL BE STRICTLY LIfi'IITED CL
„ 1'�UJ�T� S�ST�M
1�iA�l,�C�EMENT NOTES: 4. WETLAND
N �"O TO THOSE AREAS SHOWN ON PLANS.
SET S
6 FIEL
DSTONE
D S TONE E
ONT AFU1 MIN_ S" OF 3/4"0 TO 1-1/1 z
LOT AND DRIVEWAY CLEANING SHALL BE SY EXPERIEsNGED PARKINCx LOT _A HAVE AN d
1. f'ARKINCn L 5. THE WETLAND REPLICATION AREA SHALL. I CRUSHED STONE BASE
MAINTENANCE FIRM. SWEEPING SHALL BE IN MARCH AND OGTOE3ER OF EACH YEAR UNRESTRICTED HYDRAULIC AND BIOLOGIC CONNEGT�ON TO
LINE OF LIETLAND DISPOSAL OF THE ACCUMULATED SEDIMENT MUST BE IN ACCORANCE WITH ALL
,� THE ADJACENT WETLAND. REPLICATION AREAS SHAl=L BE 0 �
REPLICATED AREA G APPLICABLE LOCAL, STATE, AND FEDERAL GUIDELINES AND RE''GULATIONS. PROVIDED IN A MANNER CONSISTENT WITH ALL GENE�L W
LIMIT OF REPLIC. � EDGE
�� 15 0
AREA STAKED AND PERFORMANCE STANDARDS OF PART III OF 310 CMR rr W
at-Oil4 -0 4 0 2. DEEP SUMP CATCH BASINS AND WATER QUALITY INLETS SHALL ,SE INSPEGTEI7
APPROVED BY TOP LAYER TO 10.00. r�
NSIST OF 4"t Z'-0"7 MONTHLY AND GLEANED QUARTERLY OR MORE FREQUENTLY, IF (REQUESTED BY THE v 0
DART. CON. COMM. CO
ORGANIC SOIL FROM LOCAL CONSERVATION COMMISSION. DISPOSAL OF THE PLIC ULATED SEDIMENT (o PREPARATION OF THE WETLAND REPLICATION BED tHAI-L C� O
O A AND HYDROCARBONS MUST BE IN "ACCORDANCE WITH APPLIGA;BLE LOCAL, STATE, AND BE DONE IN ACCORDANCE WITH THE DETAIL ON THE W
I EX. WETLAND R
AND RE GUL
ATIONS. � PER
W
N S f IE
GUIDEL (CATION ARE
FEDERAL SPECIFIED REPLICATION
FEDE S CI ED RE
G DE PE
E— _ T OSS DRAWINGS. RE RA � , Cld
AM A M I—
3 APPROX,
1 1 LOAM/PEAT /PE
A R P P
1 I DIMENSION VARIES LEVEL MIXTURE
THE DRAWINGS, oo
REFER TO DWG S.
.-- 3. RETENTION BASINS SHALL BE INSPECTED/CLEANED BIANNUALL.,`I' OR MORE (n � Z OC t�
--== FREQUENTLY IF REQUESTED BY THE LOCAL CONSERVATION COMMMISSION. INSPECTION
f �L PLACE TRANSPLANTED SPECIES IN GROUPS OF
w;
SHALL OCCUR DURING MARCH AND OCTOBER. ACCUMULATED (SEDIMENT, TRASH AND APPROXIMATELY 100 SQUARE FEET, SPACED A MINIMUM ~
DEBRIS SHALL BE REMOVED, BY HAND, ON AN ANNUAL BASIS., OF IS INCHES ON CENTER IN A NATURAL NON -LINEAR
R W O w
ION OF FLOW SILT BARRIER 4. THE RESULTS OF THE INSPECTIONS, ALONG WITH THE DETERMIN4TION OF ANY
CONFIGURATION. THOROUGHLY WET PLANTINGS AFTE, 0
DIRECT
APPROX. LEVEL SEE DETAIL REMEDIAL WORK THAT MAY BE FOUND TO BE NECESSARY AS A RESULT O THE PLACEMENT AND THOROUGHLY WET DAILY. f=- a U
OF 5U5GRADE INSPECTION, SHALL BE SUBMITTED TO THE CONSERVATION G01-"IMISSION WITHIN (30) JOB NO.
8. INSPECT PLANTINGS FOUR WEEKS AFTER
EXISTING WETLAND INSPECTION- PROVISIONS FOR INSPECTIONS AND ANY REMEDIAL TRANSPLANTING, IF PLANTINGS DO NOT THRIVE, REP( -AGE
O BASIN SPILLWAY CONSISTING OF APPROX. EXIST. GRADE DAYS OF THE P RA
REPAIRS DEEMED NECESSARY DURING CONSTRUCTION AND AFTER PROJECT COMPLETION PIT DWG. N0.
BERM b" FIELDSTONE SET IN REMOVES 9 MIN. OF WITH THE SAME SPECIES PURCHASED FROM AN OFF-� E
" 3/4"� TO 1-1/2"� EXIST. SOIL AND 4" -5" OF LOAM/PEAT SHALL BE THE RESPONSIBILITY OF THE OWNER
I MIN. 8 OF NURSERY. INSPECT PLANTINGS AGAIN DURING THE
N BASE REPLACE AS DIRECTED MIXTURE D A$
CRUSHED STONE FOLLOWINCx PLANTING SEASON, REINFORCE OR ADJUe
SECTION 5. THE GENERAL CONTRACTOR SMALL BE REQUIRED TO MAINTAIi\1 SYSTEMS, 4S STATED
ABOVE UNTIL PROJECT COMPLETION, AFTER PROJECT IS COMIPLETED, OWNER IS DEEMED NECESSARY BY THE ENGINEER OR DARTM���tH
5 C I O OF �1- �� 0� f� 4
CONSERVATION COMMISSION.
c �� �A (�RESPONSIBLE TO CARRYOUT THE ABOVE MAINTENANCE PROCI�DURES.
TYPICAL 5���LW
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