HomeMy WebLinkAbout83-2045 - Site Plan002ISTRUCTION & EROSION CONTROL NOTES
I TO LANDSCAPE IMPROVEMENTS, INSTALL EROSION CONTROL BARRIERS (SILT
SILT FENCE) IN LOCATIONS SHOWN ON PLAN. EROSION CONTROL BARRIER TO
IN PLACE UNTIL PROJECT IS COMPLETE AND ALL DISTURBED AREAS HAVE
3LISHED VEGETATION. EROSION CONTROL BARRIERS TO BE MAINTAINED BY
NOR THROUGHOUT CONSTRUCTION.
TIONS OF WATER, SEWER, TELEPHONE, ELECTRIC, OR GAS LINES ARE
(MATE AND FOR REFERENCE ONLY. CONTRACTOR SHALL INSPECT SITE AND
ALL DIG SAFE MARKINGS. CONTRACTOR SHALL NOTIFY ALL UTILITIES PRIOR TO
TION. EXISTING SEWAGE DISPOSAL SYSTEM SHOWN PER BOH RECORD PLAN.
NOR TO CONFIRM SYSTEM LOCATION. VEHICLES SHOULD NOT BE DRIVEN OVER
UNLESS CONTRACTOR HAS CONFIRMED THAT ALL COMPONENTS ARE H-20
TO BE ACCESSED NA THE EXISTING DRIVEWAY. ALL CONSTRUCTION MATERIALS
BE STORED ON THE EXISTING DRIVEWAY.
JG CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION
L AND PROTECTION OF OFF SITE AND ON SITE DRAINAGE STRUCTURES UNTIL
9" FILTREXX SILTSOXX
OR EQUIVALENT
_�
2" X 2" X 3' WOODEN
STAKE 10' ON CENTER
(MAX.)
AREA TO BE
PROTECTED
3'
SILT SOCK DETAIL
NOT TO SCALE
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ROUTE 6
X\ EXIT 9
BASS RIVER
QP` LNG
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is PNK R ' COUNR
RD.
BASS RIVER LOCUS..)
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FLOOD
YARMOUTH, MA
EBB
KEY MAP
TION OF SITEWORK AND ESTABLISHMENT OF STABILIZED VEGETATIVE GROUND NO SCALE
\ � F,s4i �� SPART(NA ALTERN1FtORA. MtW PER FIELO SURVEY
i
FILTER FABRIC 1. S x 2• x 4' WOODLENTEN.13 _ .. PLAN REFERENCES:
CONTRACTOR SHALL PRACTICE GOOD HOUSEKEEPING MEASURES DURING THE STAPLE FABRIC STAKE 6' ON CENTER � �-. _'- ��'--"
DAY OPERATION AT THE SITE. THE SITE SHOULD BE POLICED DAILY TO To POST.(MAX.)(MAX. � ii ��� t � <,F,, .�� � sL�
ANY LITTER OR DEBRIS. i — EXISTING �� �
(r PE RAM .k . i ASSESSORS MAP 102, PARCEL 13
ORARY SOIL MATERIAL STOCKPILES SHALL BE SURROUNDED WITH SEDIMENT _ f AND FLOAT =,' TOWN OF YARMOUTH CONSERVATION
"- '(a) �- ASSESSORS MAP 102 PLAN BOOK 395, PAGE 50
ON THE DOWNGRADIENT SIDE TO PREVENT DISCHARGE OF SEDIMENT FROM _s My SPARTiNA PATENS PARCEL 12
W v -I _ PLAN BOOK 376 PAGE 82
IATERIAL STOCKPILES THAT ARE IN PLACE FOR AN EXTENDED PERIOD OF TIME SLOPE a �SM'-4 ' " � � . �, '
IE STABILIZED WITH VEGETATION, MULCHING, EROSION CONTROL BLANKETS, AND — _ _
Wit''"` VIEW CORRIDOR REFERENCE PLAN TITLED:
u1E PROJECT
THAT ARE NECESSARY TO PREVENT THE DISCHARGE OF SEDIMENT ti f \ j • M� �� — PROPOSED VISTA PRUNING AND LANDSCAPING
1E PROJECT SITE. `7
BURY BOTTOM OF
DIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF FILTER FABRIC IN j _ _ _ PREPARED FOR: ROBERT R. ARMSTRONG
t t a . t�t,
IT MUST BE REMOVED Al A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE 6" x s• TRENCH _ — PREPARED BY: COASTAL ENGINEERING CO., INC.
REV. DATE: 10-04-07
SM -3
AREA OF VEGETATION / .r
R CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS THAT COULD BE j / MANAGEMENT = yy
TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT s > (SEE SHEET L1.0) r
4 DATUM NOTE:
ILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE IN /' / ' / \\ / / / p ! AUNT POLLYS COVE ELEVATIONS SHOWN HEREON ARE BASED
SILT FENCE DETAIL rp ON THE NORTH AMERICAN VERTICAL
IS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY CEASED, � r \ ( )
NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT NOT TO SCALE � \ F PROPOSED LIMIT OF SFQ _ , ADAL DATUM 1988 (NAVD 1988)
1 OF OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED.ti a etx WORK/ SILT <&
100' OFFSET FROM 1d SEDIMENT BARRIER yF
IE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR MHW (RIVERFRONT .^ra ; ' c,0 %Fi .= F' /
AREA) '®--__ ��9� �. �Q e FLOOD NOTE
'EN GROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITITIATED
LOON AS PRACTICABLE. N/F /' , ° \ \ \PROPOSED GRAVEL # + p -2
2014 FEMA FLOOD ZONE AE EL 11
BLUE ROCK LANDING ASSOCIATION r' , / STAEPFER STONE 4 \ ♦♦ ♦ , FLOOD ( )
IE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY ASSESSORS MAP 102 / x : ♦ (NAND 88) AS SHOWN ON FEMA FIRM
IED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, PARCEL 11 '�`,' \\ c, ♦/` �.♦€jl RAMPNG � P.
MPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT ` MAP LY 16, 2114. EFFECTIVE DATE
ORT10N OF THE SITE. / / _ / \ ♦ `"< ♦ 0 1 EBB JULY 16, 2014.
Q, ®., 10• SPRUCE y v
r Q i "n Gxk zb...w ♦ t�E
PROPOSED TREE IYP. Q� / \ ♦ (REuovE)
ON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS SHALL BE ( } °'' / \ 1_ r. AREA of vEGErATION `
(SEE L1.0} t$ �' `� ♦ .° '= MANAGEMENT
FATED AND/OR RE-ESTABLISHED. ♦ ♦ ( ) z
x o`O ° \ m sH ucE \ SEE SHEET 1.1.0
-,.' �'" -,' a o
AREA OF VEGETATION ��''� / r.♦ : -, .:� (REno E)
MANAGEMENT i� w i " ® ® u
�.
(SEE SHEET L1.0) PROPOSED
i
,. ^' ^'' _^' �. @ / '. PRO`_"'^, c—^,. ' � •. '"+�....., _.. en -
r'�/ter• STONE STEPS l FOOTPWOODLAND
If
ATH i„16���-- �•, � �'� N
APPROX. LCCAnON OF c`= — — — — — - - ,1,_.✓� ` (TYP.) ~I _�... ,:. s� o”"
EXISTING SEWAGE DISPOSAL ) / _ z .y c}
SYSTEM PER B.O.H. RECORDS // a�aSET SOq( aaa?ar�aa ..r a {� ♦ •' =?,' i j /y t; X„<:= r"
ryo ♦ 22 ?0►1 ' as g T., ♦ STING
SITE BENCHMARK: i EXIST•-- / \
_ r- . _ ,. F, �► �€ DIRT/MULCH
TOP OF CONCRETE BOUND ''• _ _GEN• '� 1 ` " i 6 .o' PATH '� io�elN g' CAS
EROS ON CONTROL ♦ v \
EL=25.93 NAVD88 PAD i rti i p- E �'' 14' PINE n ~ ♦ "^> �'`?
( ) BLANKET TO BE
INSTALLED WHERE // r ♦ t +,' 4iREaovE) \ AREA of VEGETATION f \%<\ ei`
SLOPE EXCEEDS 3H:1V / %i 24'3 RcT //r �� MANAGEMENT 2
/ ♦ R`. ' X X g . ` (SEE SHEET L1.0) A ��'9 A 1
r `♦ aWAtl o 'o . • \PROPOSED < ozr
PROPOSED DRY \ WOODLAND moo P4 \ d i
LAID STONE PATH :� ALT; Z �'�
FENCE DUFF/ MULCH 1 \ , C
-= �' ENCLOSED �, - \ ••. . i... <% x O3'�� _ o
/ { / F ems:
+ 5.3 OUTDOOR LEGEND
10 1 �b/�R. irr a SNO r`R p. r y,
/ tDGE OF GGE f ✓ r� p �� i �,c4i' 9l A { ti EXISTING MEW
CORRIDOR 2007
t 14 OAK L
200' OFFSET FROM �" t EXIST. e rf - `/G,aa ^¢s -_ \ -r--- \ TO REMAfN( )
\ , \ , PROPOSED LIMIT OF
MHW (RIVERFRONT — RET. WALL 77
AREA) ® ! s �I I I, P fi , <. x 1� �- �`J 16. ` ` € WORK/ SILT FENCE / EXISIING
Vol f STONE v ' 1 �{ r 16.0+ {e4"'! SEDIMENT BARRIER
\" r. RET. WALL '� t I i l : �� ,� � \ i `\ r 'lF F' iE �" � `
l� 0 `W3 / BOUND
N. €4" G.`-<. ''k /%
EXIST. .` \� � •zo P'.!.E � I t
M1p y� 3
` f i` 6' PINE
AAA PROPOSED '
u £
TIMBER RET. 1 / CATCH BASIN
— D (( .. ,___—_----• ". '',c �.. ' € y " ' " .3 I c :. `� €• `. `` i c' R _ i' s a cat KNEE WALL ` I (RE1eo�E) I
P \ `, Ir 1 m� 24• MAX. HEIGHT)
t e4 / � i\ g "s [ : i I _ , <r. 1 / ELECTRIC METER
` a `tr \ V'tT ( (TREE TO BE
/ 'x� € t EROSION CONTROL : i t \ T.O.W EL=18.3 I REMOVED (TYP.) i I
B.O.W EL=VARIES '€
4V <1 v o a € T•. BLANKET TO BE v,
€ l Z I € INSTALLED WHERE PROPOSED_ - t I LIGHTPO$T
/ HELL , ' I SLOPE EXCEEDS 3HAV 1 OVERLOOK
C ` x yihb,'' € \ TERRACE ? % ' i t I ( W4 / C} UTILITY POLE
DRIVE - � .'g �\ ( i I � , t `�' , ` 1 , (
STONE „�.`i ) rx £ -- ---a / 1 l /
_.... .-....-. � �� RET. WALL `'cr ,�°' � i � �r��� � ' �i t j'.... �� i �i �--'--��;;� !� � ��� /) � -w GUYPOLE
REA aF VEGETAl10N 2.r / / j
XSa ;Ir ',. MANAGEMENT �F I
(SEE SHEET L1.0) gP�Y / PROPOSED / WS 1 / / / _x_
FENCE
PROPOSED ZP\ r i / / l
AVEL t `'� p ,r GAPS J � � SITTING AREA
j/ l --10-- CONTOUR
EDGE OF MARSH
��� rr� ��..• ��' A'\�`vr•�� ,iA�� I t ' �44� 1 -1t � �e�i fL � I� - j .'' � .r / -
O EXISTING VIEW CORRIDOR
rI ALLOWED TO /
F- f i NATURALIZE / / PROPOSED
A—a �. `ter zzcv 7 '€ t1„ i � i E' t
100' FROM TOP OF \\ ---- 1 1 (v' 1 f i / { 18.0+ SPOT GRADE
AREA OF VEGETATIONk'
COASTAL BANK \ o#' MANAGEMENT r e / f / 147 /i / / 10 CONTOUR
EXISTING CHAIN �2 (SEE SHEET 1.1.0) r �� �I. F i
LINK FENCE TO A +a eAt�
BE REMOVED
200' OFFSET FROM i 1 I R`USSELLIL POTTER
N/F MHW (RIVERFRONT "`4 i€ + / LANDSCAPE NOTE:
50' FROM TOP OF �-',� { I A ESSORS AAP' 101 Q _ j 1 1 / �ql
COASTAL BANK `z.fi.z1 PARCEL181 i,
SUSAN D. ROD AREA) a` OAK
ASSESSORS MAP 101 m 1 i i ( ( j 1 1 FOR MORE INFORMATION REGARDING RESTORATION PLANTINGS -
PARCEL 174 — — I t ( ; , W8 AND VEGETATION MANAGEMENT AREAS SEE PLAN TITLED , „
TOP OF \
0 i `RESTORATION PLAN-, 11.0% FOR 45 MOORING LANE IN t
COASTAL BANK ` 1 ( - O ( ( i L
YARMOUTH, MA, PREPARED FOR THE DONAHUE RESIDENCE,
PREPARED BY JENICK STUDIO & DATED 11-17-2015.
PLAN
20 10 0 20 60
r�p'�
"<
\
1 inch = 20 ft.
ISSUED FOR REGULATORY REVIEW 11-18-2015
NOT FOR CONSTRUCTION
COASTAL
ENGINEERING
COMPANY, INC.
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
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DRAWING FILE
C16322-02.dwg
DATE
11-18-2015
DRA WN BY
TLM/MTB
CHECKED BY
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� _L OF _L SI -LEETS
o PROJECT NO.
C16322.02