HomeMy WebLinkAboutDOA - 668 Route 28 - Site Plan003I
EROSION & SEDIMENTATION CONTROL NOTES:
1. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL
AND PROTECTION OF DRAINAGE STRUCTURES UNTIL COMPLETION OF SITEWORK AND
ESTABLISHMENT OF VEGETATIVE GROUND COVER.
2. THE CONTRACTOR SHALL PRACTICE GOOD HOUSEKEEPING MEASURES DURING THE DAY TO
DAY OPERATION AT THE SITE. THE SITE SHOULD BE POLICED DAILY TO REMOVE ANY UTTER
OR DEBRIS.
3. TEMPORARY SOIL MATERIAL STOCKPILES SHALL BE SURROUNDED WITH SILTATION BARRIER
ON THE DOWNGRADIENT SIDE TO PREVENT DISCHARGE OF SEDIMENT FROM SITE. MATERIAL
STOCKPILES THAT ARE IN PLACE FOR AN EXTENDED PERIOD OF TIME SHALL BE STABILIZED
WITH VEGETATION, MULCHING, EROSION CONTROL BLANKETS, AND OTHER MEASURES THAT ARE
NECESSARY TO PREVENT THE DISCHARGE OF SEDIMENT FROM THE PROJECT SITE.
4. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT
MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS.
5. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED
TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE.
6. EXCEPT AS PROVIDED BELOW, STABILIZATION MEASURES MUST BE INITIATED AS SOON AS
PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY
CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT
PORTION OF OF THE S1TE HAS TEMPORARILY OR PERMANENTLY CEASED.
1. WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR
FROZEN GROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITITIATED
AS SOON AS PRACTICABLE.
2. WHERE CONSTRUCTION ACTIVITY ON A POR11ON OF THE SITE IS TEMPORARILY
CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS,
TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT
PORTION OF THE SITE.
FILTER FABRIC
STAPLE FABRIC
TO POST.
DOUBLE STAKED STRAW
BALE
SLOPE �� {
BURY BOTTOM OF FILTER
FABRIC IN 6' X 6'
TRENCH
1' x 2' x 4' WOODEN
STAKE 6' ON CrNTFR
(MAX)
(NOT TO SCALE)
% 6.5 \ \ \ U.P.
12' OAK, X 616 �' \ X 5.7 �1Vc
X7.8 \
_X 7.1
, \ 6.6 I EDGE OF WETLAND
1
07662 A - 1_ �q! I
uvi ?LM
�- f9 EDGE OF �
vEMENT y yy -I I
ON LANDND y
RcGfSTRLIKE OWN 7 i`- - I 9.3 f �I y y 4® i
X5.3 �W8
® IZ 6.71 m l
/i X 8.4
IX9.4 x8.51 �1
AW -7
EXIST NGj,{
y DRAINAGE./ y� i
STRUCTURE (� y 7. }
II 8.0 y y i. I I J \ X5 200' FROM RIVER®
10.1
8, in
II PAVED BENCHMARK: ® o
I i I PARKIN j \ \ CENTER'STONE BOUNDW 5
l o I I I I y i f �1 Ft \® I \ EL-6.361(N.G
I II jX9.6 ( 1y y i J 'T I \ \ y
y I III y yil -4 b CLE i X 6.6 \\ X 5.8 ` o
y EXISTING tl 1
y ' SEWAGE -11 %,15 Q
y�i \ _ii y tz ou LAWN
X 8.6 DISPOSAL III , i I ytt • \ 0
} i SYSTEM IIII ly I LOADING LT,IIIi m %6.4 \Z 5.8 �o
y
i I III 1 AREA p t 0} ® \
_X7.4\ ,,I
45.24 \♦
y II` __-_-_.==1 PLANT
�o.1 �I Y--__ - 1 77 /e�� o BED - { PROPOSED
STAKE STRAW BALES (ALL SIDES)
CATCH BASIN FRAME AND GRATE
_ - 2" DIA. STONE
/(ALL SIDES)
CATCH
BASIN
INLET PROTECTION NOTES:
1. ENCLOSE STRUCTURE WITH STRAW BALES OR STRAW
WATTLES DURING CONSTRUCTION. MAINTAIN UN11L
CONSTRUCTION IS COMPLETE AND SURROUNDING AREA IS
STABILIZED.
2. IF GRATE IS AGAINST EXISTING CURB THEN HAY BALES ARE
TO BE PLACED AROUND THREE SIDES OF GRATE ONLY.
3. GRATE TO BE PLACED OVER FILTER FABRIC.
4. BALES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL
STORM EVENTS AND REPAIR OR REPLACEMENT SHALL BE
PERFORMED PROMPTLY AS NEEDED.
CATCH BASIN INLET PROTECTION DET,
NOT TO SCALE
PROPOSED 3 ' - 1 1/2' DOUBLE
CON R PARO WASHED STONE
° TOPSOIL
4" PVC PERF PIPE FOR
ROOF DOWNSPOUTS AND
I PATIO DRAINS
�-- EXISTING COARSE SAND OR COARSE
II SAND FILL (SEE NOTE 3)
p' I MIRAFl 1NC
II�'Il FILTER FABRIC
INFILTRATION TRENCH DETAIL
(NOT TO SCALE)
NOTES:
1. FILTER FABRIC & TURF REINFORCEMENT SHALL BE INSTALLED IN STRICT
CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS.
2. THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND
UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE
WORK AREA DURING CONSTRUCTION.
3. INSTALLER SHALL EXCAVATE DOWN TO CLEAN SAND STRATUM AND BACKFILL
WITH COARSE SAND, INCLUDING 24" AROUND TRENCH.
� { \ ASSESSOR'S MAP 32
/ PROPOSED { PARCEL 92
ROOFED
X 5.6 I I i -- 6 RAW BAR / I LAWNN,
j I I L ------J i j x 6.3
y PROPOSED
F--( , X 5.8
r---� ,
-----� �-
PLANTING
X; / > AREA \
t v / K 8.4 I ;� PLANT ! PROPOSED
i 10 INFILTRATION
s., } PARCELS 1, II & III UB" ` I !, TRENCH
DEED EOOK 14375,
CAPTuN PARKcR S P
/ PAGE 314 EXISTING RESTAURANT *$1t, i>i+: \ : x s.3
( AREA= 40,079 S.F. f PROPOSED
0.92 AC.f '' a / / ► CONCRETE PATIO
/ / ( THRESHOLD, \ O s1 una>' Y7 H+
K 9.1 /' (r \6&E 1� ' a., BRICK NT PLAN
/ ( PAVED J % X 8.0 PLANT a3 ,. 7. WALK B D . 100' BUFFER
PARKING '
( \ BED i 8 j PROPOSED CATCH EXISTING
\ \ xfi� X 6.6 FROM EDGE
1 a"p{ERgY PROPOSED �` PROPOSED RAMP BASIN LAWN' , of WETLAND
\� 8ENCLOSED DR1 LANDING , 7 5 (TYPICAL)
ENTRANCE ,nvED 0 -- T 7.7 17 CHERRY
8.A 8.3 _ACNE RYE J ` PLANT' PLA �T
° I - / ` ED BED
PT 6.7
BED ` ( N PLANT / 100.00' VED WALK NITS CURB
- BED U.P. PA GRA
14' CIERRY
7.0
X 8. 8.5 L-90.00' U.P. LAWN PAVED WALK
( 7.,
- g�1600.00, ` 7.5 `
Y^ _ ! .BGRANITE CURB
200' FROM RIVER
MASS.
KEY MAP
NO SCALE
PLAN REFERENCE:
PLAN BOOK: 213 PAGE: 13
ASSESSORS MAP 32 PARCEL 91
SEWAGE DISPOSAL SYSTEM UPGRADE PLAN
PREPARED FOR CAPTAIN PARKER'S PUB
BY COASTAL ENGINEERING CO, INC.
DATED 5/07/10
FLOOD DOD A1NO To • AS SHOWN ON
FEMA FIRM PANEL #250015 0006 D
REVISED 2
DA TUM
ELEVATIONS SHOWN HEREON ARE BASED
ON THE NATIONAL GEODETIC VERTICAL
DATUM 1929 (NGVD 1929)
LEGEND
EXISTING
® CATCH BASIN
GUY WIRE
-® GUY POLE
-O- UTILITY POLE
- - - - W - WATER LINE
MONITOR WELL
CONTOUR
9X SPOT GRADE
m m HAYBALE SILTATION BARRIER
7 CONTOUR
8.1+ SPOT GRADE
- G - GAS LINE
� -- PAVED WALK 8.0
�-� NOTES:
- _ f!OUTE 28
g•g GRANITE CURB 6.5 STATE HIGHWAY 1. ACCESS TO CONSTRUCTION SITE SHALL BE FROM THE ROUTE
VARIABLE NID1N - 2E (SOUTHERLY) SIDE OF THE PROPERTY.
°..'POSED RAMP AND LANDING SHALL BE CONSTRUCTED IN
CONFORMANCE WITH ARCHITECTURAL ACCESS BOARD
F-QUIREMENTS FOR ACCESSIBILITY.
PLAN 3. EXISTING ROOF DOWNSPOUTS ON THE EAST SIDE OF
BUILDING TO PATIO AREA SHALL BE PIPED TO THE
20 10 0 20 60 INFILTRATION TRENCH WITH 4"0 SCH. 40 PVC PIPE.
4. EXISTING GAS LINE TO BE RELOCATED TO OUTSIDE OF PATIO
AREA.
1 inch = 20 ft
5 INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING
(THIS AREA IS SERVED BY TOWN WATER) UNDERGROUND UTILITIES AND CONTACT DIG SAFE PRIOR TO
E (CAVATION.
�nc�,Y�tT1
STORMWATER SYSTEM MAINTENANCE NOTES: 6- 7v�
1. EXISTING CATCH BASINS SHALL BE FITTED WITH OIL ABSORBENT PILLOWS PLANTING NG►TES: 5 [} - z6 __O)
2. THE CATCH BASINS SHELL BE INSPECTED EVERY SPRING AND THE SEDIMENT SHALL BE 1. THE FOLLOWING NATIVE SPECIES, OR APPRI'VED ALTERNATIVES, SHALL BE PLANTED IN THE
REMOVED FROM THE BASIN WHEN THE SEDIMENT LOAD EXCEEDS Y3 THE EFFECTIVE DEPTH OF MITIGATION AREA:
THE BASIN. -BEACH PLUM 3 GAL
-BAYBERRY 3 GAL
ARROWWOOD VIBURUAM 3 GAL
WINTERBERRY 1 GAL
-LOW BUSH BLUEBERRY 1 GAL
-VIRGINIA ROSE 1 GAL.
2. MITIGATION PLANTING SHALL BE IN ACCORDAP;CE WITH THE CAPE COD COOPERATIVE
EXTENSION SERVICE "GUIDELINES FOR PLANIIN^• 'MTHIN THE 100' BUFFER ZONE".
3. FINAL PLANT UST SHALL BE REVILWED WITH THE YARMOUTH CONSERVATION AGENT PRIOR
TO PLANTING.
NOASTAL
NGINEEMG
OMPANY, INC.
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
MARTIN R.
I
i
a
LZ
�/4 8 `\ 8 11
{ 4- -� SEDIMENT
\ // '
900 STRAW WATTLES OR FILTREXX SILTSOXX,
ASSESSOR'S MAP 32 g•
PARCEL so �U
BARRIER
INSTALLED AND STAKED IN PLACE IN
1
s--____ I i
L -� ♦ X 6.2 l
ACCORDANCE WITH MANUFACTURER'S
i--'``�
--
T / I PROPOSED
SPECIFICATIONS, MAY BE SUBSTITUTED FORIIIFIRE
O
='I
PIT ® 50' BUFFER
I FROM EDGE
STRAW BALE SEDIMENT BARRIER.
L-, \
; \(TYPICAL)OF WEILAND
STAKE STRAW BALES (ALL SIDES)
CATCH BASIN FRAME AND GRATE
_ - 2" DIA. STONE
/(ALL SIDES)
CATCH
BASIN
INLET PROTECTION NOTES:
1. ENCLOSE STRUCTURE WITH STRAW BALES OR STRAW
WATTLES DURING CONSTRUCTION. MAINTAIN UN11L
CONSTRUCTION IS COMPLETE AND SURROUNDING AREA IS
STABILIZED.
2. IF GRATE IS AGAINST EXISTING CURB THEN HAY BALES ARE
TO BE PLACED AROUND THREE SIDES OF GRATE ONLY.
3. GRATE TO BE PLACED OVER FILTER FABRIC.
4. BALES SHALL BE INSPECTED PERIODICALLY AND AFTER ALL
STORM EVENTS AND REPAIR OR REPLACEMENT SHALL BE
PERFORMED PROMPTLY AS NEEDED.
CATCH BASIN INLET PROTECTION DET,
NOT TO SCALE
PROPOSED 3 ' - 1 1/2' DOUBLE
CON R PARO WASHED STONE
° TOPSOIL
4" PVC PERF PIPE FOR
ROOF DOWNSPOUTS AND
I PATIO DRAINS
�-- EXISTING COARSE SAND OR COARSE
II SAND FILL (SEE NOTE 3)
p' I MIRAFl 1NC
II�'Il FILTER FABRIC
INFILTRATION TRENCH DETAIL
(NOT TO SCALE)
NOTES:
1. FILTER FABRIC & TURF REINFORCEMENT SHALL BE INSTALLED IN STRICT
CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS.
2. THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND
UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE
WORK AREA DURING CONSTRUCTION.
3. INSTALLER SHALL EXCAVATE DOWN TO CLEAN SAND STRATUM AND BACKFILL
WITH COARSE SAND, INCLUDING 24" AROUND TRENCH.
� { \ ASSESSOR'S MAP 32
/ PROPOSED { PARCEL 92
ROOFED
X 5.6 I I i -- 6 RAW BAR / I LAWNN,
j I I L ------J i j x 6.3
y PROPOSED
F--( , X 5.8
r---� ,
-----� �-
PLANTING
X; / > AREA \
t v / K 8.4 I ;� PLANT ! PROPOSED
i 10 INFILTRATION
s., } PARCELS 1, II & III UB" ` I !, TRENCH
DEED EOOK 14375,
CAPTuN PARKcR S P
/ PAGE 314 EXISTING RESTAURANT *$1t, i>i+: \ : x s.3
( AREA= 40,079 S.F. f PROPOSED
0.92 AC.f '' a / / ► CONCRETE PATIO
/ / ( THRESHOLD, \ O s1 una>' Y7 H+
K 9.1 /' (r \6&E 1� ' a., BRICK NT PLAN
/ ( PAVED J % X 8.0 PLANT a3 ,. 7. WALK B D . 100' BUFFER
PARKING '
( \ BED i 8 j PROPOSED CATCH EXISTING
\ \ xfi� X 6.6 FROM EDGE
1 a"p{ERgY PROPOSED �` PROPOSED RAMP BASIN LAWN' , of WETLAND
\� 8ENCLOSED DR1 LANDING , 7 5 (TYPICAL)
ENTRANCE ,nvED 0 -- T 7.7 17 CHERRY
8.A 8.3 _ACNE RYE J ` PLANT' PLA �T
° I - / ` ED BED
PT 6.7
BED ` ( N PLANT / 100.00' VED WALK NITS CURB
- BED U.P. PA GRA
14' CIERRY
7.0
X 8. 8.5 L-90.00' U.P. LAWN PAVED WALK
( 7.,
- g�1600.00, ` 7.5 `
Y^ _ ! .BGRANITE CURB
200' FROM RIVER
MASS.
KEY MAP
NO SCALE
PLAN REFERENCE:
PLAN BOOK: 213 PAGE: 13
ASSESSORS MAP 32 PARCEL 91
SEWAGE DISPOSAL SYSTEM UPGRADE PLAN
PREPARED FOR CAPTAIN PARKER'S PUB
BY COASTAL ENGINEERING CO, INC.
DATED 5/07/10
FLOOD DOD A1NO To • AS SHOWN ON
FEMA FIRM PANEL #250015 0006 D
REVISED 2
DA TUM
ELEVATIONS SHOWN HEREON ARE BASED
ON THE NATIONAL GEODETIC VERTICAL
DATUM 1929 (NGVD 1929)
LEGEND
EXISTING
® CATCH BASIN
GUY WIRE
-® GUY POLE
-O- UTILITY POLE
- - - - W - WATER LINE
MONITOR WELL
CONTOUR
9X SPOT GRADE
m m HAYBALE SILTATION BARRIER
7 CONTOUR
8.1+ SPOT GRADE
- G - GAS LINE
� -- PAVED WALK 8.0
�-� NOTES:
- _ f!OUTE 28
g•g GRANITE CURB 6.5 STATE HIGHWAY 1. ACCESS TO CONSTRUCTION SITE SHALL BE FROM THE ROUTE
VARIABLE NID1N - 2E (SOUTHERLY) SIDE OF THE PROPERTY.
°..'POSED RAMP AND LANDING SHALL BE CONSTRUCTED IN
CONFORMANCE WITH ARCHITECTURAL ACCESS BOARD
F-QUIREMENTS FOR ACCESSIBILITY.
PLAN 3. EXISTING ROOF DOWNSPOUTS ON THE EAST SIDE OF
BUILDING TO PATIO AREA SHALL BE PIPED TO THE
20 10 0 20 60 INFILTRATION TRENCH WITH 4"0 SCH. 40 PVC PIPE.
4. EXISTING GAS LINE TO BE RELOCATED TO OUTSIDE OF PATIO
AREA.
1 inch = 20 ft
5 INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING
(THIS AREA IS SERVED BY TOWN WATER) UNDERGROUND UTILITIES AND CONTACT DIG SAFE PRIOR TO
E (CAVATION.
�nc�,Y�tT1
STORMWATER SYSTEM MAINTENANCE NOTES: 6- 7v�
1. EXISTING CATCH BASINS SHALL BE FITTED WITH OIL ABSORBENT PILLOWS PLANTING NG►TES: 5 [} - z6 __O)
2. THE CATCH BASINS SHELL BE INSPECTED EVERY SPRING AND THE SEDIMENT SHALL BE 1. THE FOLLOWING NATIVE SPECIES, OR APPRI'VED ALTERNATIVES, SHALL BE PLANTED IN THE
REMOVED FROM THE BASIN WHEN THE SEDIMENT LOAD EXCEEDS Y3 THE EFFECTIVE DEPTH OF MITIGATION AREA:
THE BASIN. -BEACH PLUM 3 GAL
-BAYBERRY 3 GAL
ARROWWOOD VIBURUAM 3 GAL
WINTERBERRY 1 GAL
-LOW BUSH BLUEBERRY 1 GAL
-VIRGINIA ROSE 1 GAL.
2. MITIGATION PLANTING SHALL BE IN ACCORDAP;CE WITH THE CAPE COD COOPERATIVE
EXTENSION SERVICE "GUIDELINES FOR PLANIIN^• 'MTHIN THE 100' BUFFER ZONE".
3. FINAL PLANT UST SHALL BE REVILWED WITH THE YARMOUTH CONSERVATION AGENT PRIOR
TO PLANTING.
NOASTAL
NGINEEMG
OMPANY, INC.
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
MARTIN R.
I
i
a
LZ
m [offl-TaTm73
N
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02.1.1
5
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CI3556.02
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02.1.1
5
c PROJECT
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OF _L SHEETS
10.
CI3556.02