HomeMy WebLinkAbout668 Route 28 Proposed Patio Site Plan\ ® PLAN REFERENCE
EROSION & SEDIMENTATION' CONTROL NOTES: X 6.5 \ U.P. ' ICE
8 w-9 � 3
1. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION CONTROL ` ~ �'' D COURT PIAN 17862 A PLAN BOOK: 213 PAGE: 13
AND PROTECTION OF DRAINAGE STRUCTURES UNTIL COMPLETION OF SITEWORK AND _ 2 oa hX'I
N LINE
vow ON 6.6 X 5.7 sl&
ESTABLISHMENT OF VEGETATIVE GROUND COVER. x za --� RECI5TRA1� - - -�- - \ \I ss I I �. EDGE OF WETLAND
ASSESSORS MAP 32 PARCEL 91
x 7.i -
_t21•kt- •s i Q SEWAGE DISPOSAL SYSTEM UPGRADE PLAN LOCUS
2. THE CONTRACTOR SHALL PRACTICE GOOD HOUSEKEEPING MEASURES DURING THE DAY TO / - I
DAY OPERATION AT THE SITE. THE SITE SHOULD BE POLICED DAILY TO REMOVE ANY LITTER _ _ - . _ - _ L PAVEMENT i I L
_ � EDGE OF e, � I I PREPARED FOR CAPTAIN PARKER'S PUB LA
7
OR DEBRIS. - - s.3 i ` { , % � BY COASTAL ENGINEERING CO, INC.
- - -
x 5.3 ® W-8 DATED 5/07/1C ROUTE 28
OASTAL
NGINEERING
OMPANY, INC.
260 Cranberry Hwy. Orleans, MA 02653
508.255.6511 Fax: 508.255.6700
m
3. TEMPORARY SOIL MATERIAL STOCKPILES SHALL BE SURROUNDED WITH SILTATION BARRIER
ON THE DOWNGRADIENT SIDE TO PREVENT DISCHARGE OF SEDIMENT FROM SITE. MATERIAL8..
G 9
STOCKPILES THAT ARE IN PLACE FOR AN EXTENDED PERIOD OF TIME SHALL BE STABILIZED x a I ! 11 ® m i 1 6.7g ! ®- FLOOD NOTE: ¢ \1
WITH VEGETATION, MULCHING, EROSION CONTROL BLANKETS, AND OTHER MEASURES THAT ARE x a.a I I /y
Z I {
ENT FROM THE PROJECT SITE {{
NECESSARY TO PREVENT THE DISCHARGE OF SEDIM
.FLOOD ZONE Al2 (EL 10 AS SHOWN CN �
4. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT I x 9.4 \\ tl ® XI�6 IW ® FEMA FIRM PANEL #250015 0006 D ?c
MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. i REVISED JULY 2, 1992 H
! t`;� W'I ; ,I® �I a �1 DATUM NOTE: YARMOUTH, MASS.
5. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED lit i ! �, W AL KEY MAP
TO STORM WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE. EXISTING
DRAINAGE2111I i I ® ELEVATIONS SHi+WN HEREON ARE BASE: NO SCALE
t
f + \ STRUCTURE $ 7• ®1 f> ® ON THE NATIONAL GEODETIC VERTICAL
6, EXCEPT AS FRONDED BELOW STABILIZATION MEASURES MUST BE INITIATED AS SOON AS I i I T� -' ,5 I I
PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY i tJ 9c 8.0 1 1 i I Z �; X5' 200' FROM RIVER\ DATUM 1929 (NGVD 1929)
CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT I tl /tt t I I X, a. I N \
PORTION OF OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. I ' It - /! l 1 I 11 1` is \ �r ®'
1. WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR 1 uo.t - ti l 1 I 1 _,� \
FROZEN GROUND CONDITIONS, STABILIZATION MEASURES MUST BE INITITIATED a.W �---- it 1 f� 11 I 1 ,\
AS SOON AS PRACTICABLE. I tt 1 PAVED i I BENCH' 'ARK -
PAVED
l , ' tl J rPARKING t I _ , \ CENTER ONE 6OUND \ W-5
2. WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARILY=6.36�(N.G b.) ° ® LEGEND n (�
CEASED, AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, _ \ \\ 1 0 ® LEVENLJ
TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED ON THAT i t I �_ I I) CLERE� X 6.6 X 5.8
o tt .I UNITS \ \ �"
W SEWAGE -ttt ,� 'I't it OAK \ `o
PORTION OF THE SITE. ' I ' x 5 l LAWN \ �°
` ( SSES Ilttf I i i ItIN \ °&x 8.6
DISPOSAL
® ® XIS71
LOADING 64 G
�.__... 5.8
" t+ AREA p t I`® .o.11, ® 0 CATCH BASIN
FILTER FABRIC /' 1" x 2 x 4 WOODEN / a z
STAPLE FABRIC / STAKE 6' ON CENTER W , t l_ _ --- i - ® �I
/ _ _ a X 7.4 Milo 1
TO POST. (MAX.) 1y X 8.0 �__ __ -� �.pC•48.2: D} \ X 5.7 ® GUY WIRE
DOUBLE STAKED STRAW It _-_-- -i ` / ti
PLAN_ 27- t PROPOSED ® GUY POLE
BALE , o.t = Y ' -s a. t 7.7 e ,_. - " ,_, / ♦ -0- UTILITY POLE
_" � � 1 �� " z �'-- � ' ♦ •= SEDIMENT
X 9y 4 t o , FC / ♦ BARRIER
SLOPE �� N 1 ASSESSOR'S MAP 32 9. �� { ♦ ..
L10�• PARCEL 90 1 , i-, t , -o • " 6.2 i - w - WATER UNEN.
a N
I 7
9 0 STRAW WATTLES OR FILTREXX SILTSOXX, L / I PROPOSED M
- " ) I I t t I :7.8+ FIRE PIT ® 50 BUFFER 0, MONITOR WELL
2 F
IN
I 1 tt _�=r`� \ I', E \ t(TrnICAL) FROM EDGE
BURY BOTTOM OF FILTER INSTALLED AND STAKED IN PLACE ,
-�-, + ' r ..' ♦ OF WETLAND CONTOUR
FABRIC IN 6" x s' ACCORDANCE WITH MANUFACTURERS I 1 ` °O \HOF/�SsN
TRENCH / I 1 ' ` PROPOSED o�� q�yGr
SPECIFICATIONS, MAY BE SUBSTITUTED FOR I / / p \
x 8.5 SPOT GRADE
PROPOSED i ♦ CONCRETE PATIO SEAL
STRAW BALE SEDIMENT BARRIER. I r 1F--- �-'� `� '; ROOFED i ♦ D GHUE
X 8.6 i --1 8. ' RAW BAR ' 'r , ,, j r X 6.3 iU 09 N
I I ------U ` ' `l i, y ♦ f LAWN ASSESSOR'S MAP 32 <<° R of
STRAW BALE SEDIMENT BARRIER DETAIL !---, - " ` '
I + / /J ' PARCEL 92 OPOSEDaAtH Mgssq
_ l
� c
�---
(NOT TO SCALE);. AREA c AYBALE SILTATION BARRIER g DONOGHUE m
+moo. AREA `
! / /, i� H o. 3590
._.
%i ;' y / PLANT ♦ PROPOSED �® 7
STAKE STRAW BALES (ALL SIDES)
1�% X 8.4 / BED �I INFlLTRAnON
CATCH BASIN FRAME AND GRATE PARCELS I, II & III ♦ TRENCH ® CONTOUR
DEED BOOK 14375, "CAPTAIN PARKER'S FU9", %, ' - PROPOSED PATIO SURFACED 8.1+ SP GRADE
PAGE 314 ;; q
,, EXISTING RESTAURAN WITH AQUA -BRIG PERMrA L � O
zs3 ® T
AREA=.'10,079 -S.F. t- f F ✓ Y - u GAS LIIVE
• ,` / - r / , % i ♦ PAVERS (8391 S.F. �
/ 0.92 AC.t O 1
� - 2" DIA. STONE x 9.1 8. X68 ,'' EL 95 - RICK PLAN O
(ALL SIDES) / J' .\ ?' ALK' B';•, , BED ♦ ® 8L--1,
v / ! PAVED X 9.Q. 7. ♦ B C
_
PLANT
L 100' OFFER e
_ ( / PARKING L 6FD 8. PROPOSED SXISTI.NG \ \ x" X 6.6 � FROM EDGE
RAMP CATCH 1 LAWN 6� OF WETLAND �1
6/ Y PROPOSED �` /ro PROPOSED BASIN 1 NOTES:
�8 W LANDING (TYPICALT
' ENCLOSED Y r t0• CHERRY ^
j� CATCH \. �, \ ENTRANCE PAVED DRt 0W� µ 77 75 7a'.; ' I 1 CESS TO CONSTRUCTION SITE SHALL E M ROUTE A
----
\\ BASIN �/ ` 8.3 ( , _ _ _o9E 1TRu� r Y T B FROM THE I
\ 8.7x - ' i t � 28 SOU"HERL SIDE OF THE PROPERTY.
_ PLANT PLA
/ / , !_ - BED // ,� 10O ED BED _.
PLANT `.` - _ _ 6.7 2. PROPOSED RAMP AND LANDING SHALL BE CONSTRUCTED IN V�
BED �L - _ - - PLANT / DD U.P. PAVED WALK. "GRANT E CURB
\/ a CHERRY CONFORMANCE WITH ARCHITECTURAL ACCESS BOARD
a _
7 o REQUIREMENTS FOR ACCESSIBILITY.
U.P. LAWN _ ., PAVED oo
1 �, 8.5 L=90.00' -d` � 7.5 7•a 3. EXISTING ROOF DOWNSPOUTS ON THE EAST SIDE OF
INLET PROTECTION NOTES: \ X e' f R=1 600 -00, _ - BUILDING TO PATIO AREA SHALL BE PIPED TO THE
WV - zaGRANTE cuRe � 0' �� , � INFILTRArON TRENCH WITH 4"0 SCH. 40 PVC PIPE.
1. ENCLOSE STRUCTURE WITH STRAW BALES OR STRAW `� �-
WATTLES DURING CONSTRUCTION. MAINTAIN UNTIL _ Q_ 'PAVED WALK 8.O 4. EXIS'1'•'G GAS LINE TO BE RELOCATED TO OUTSIDE OF PATIO
CONSTRUCTION IS COMPLETE AND SURROUNDING AREA IS _ R 1' np PLAN AREA. O
GRANITE CURB 8.5 RODS 2k HIGHWAY
8s WIDTH - STATE
VARIABLE STABILIZED.RI I N EXISTING
VA 20 10 0 20 BO 5. INSTALLER SHALL ASCERTAIN THE LOCATION OF S
2. IF GRATE IS AGAINST EXISTING CURB THEN HAY BALES ARE UNDERPROUND UTILITIES AND CONTACT DIG SAFE PRIOR TO
TO BE PLACED AROUND THREE SIDES OF GRATE ONLY.
EXCAVATION. za
3. GRATE TO BE PLACED OVER FILTER FABRIC. 6. PERMEABLE PAVERS SHALL BE INSTALLED IN ACCORDANCE
. L. inch = 20 _ if« ,y,, . 't
TIONS FOR A PERMEABLE
s
WITH Ma FACTURES SPECIFICATIONS
Q-1 9
4. BALES SHALL BE INSPECTED PERIODICALLY ALLY AND INSTALLATION.
AFTER ALL
STORM EVENTS AND REPAIR OR REPLACEMENT SHALL BE
PERFORMED PROMPTLY AS NEEDED. H w
BASIN INLET PROTECTION DETAIL STORYWATER SYSTEM MAINTENANCE NOTES: WORK ST ;�, vRL" TO ,ALL W �
CATCH TO ►A L ,r s { U H
NOT TO SCALE 1. EXISTIN3 CATCH BASINS SHALL BE FITTED WITH OIL ABSORBENT PILLOWS REGULATIO
ZONING
f G A� j /� Qr z, E~
2. THE CATCH BASINS SHELL BE INSPECTED EVERY SPRING AND THE SEDIMENT SHALL BE LONINV Oa'V���iANVE TABLE YI I AT W 1
REMOVED FROM THE BASIN WHEN THE SEDIMENT LOAD EXCEEDS 33 THE EFFECTIVE DEPTH OF
ZON'NG DISTRICT: 82 (BUSINF 6) " O "o
w � �
SCALE i
MAY 10 2012 AS NOTED
DRAN'ATG FILE i
HEALTH DEPT. C1355601.dwg
I HEREBY CERTIFY THAT THE CONDITIONS DATE
SHOWN HEREON ARE LOCATED AS THEY - 0,49
EXISTED ON THE GROUND AS OF 03-31-10. DRAwNBY .
// j/ MRD
DATE y /Z.o / � - � y'tHOFMAB - CHECKED BY
cy
moo' JOHN
P.L. a Z.
DEMAREST. JR. ' N
4'S-^. y/
/�d�c/T• 0 of a, . ,, No. 36859
qsR0'CES s���P ti
JOHN phnt.: �qNp
Z
'g NOTES• -VIRGINIA ROSE 1 GAL.�•�•
Ti4IE 8391 S.F. OF PERVIOUS PAVER PATIO IS
OT INCLUDED IN THE SITE COVERAGE CALCULATIONS x DEMARESTA y V
THE BASIN.
n 1. FILTER FABRIC &TURF REINFORCEMENT SHALL BE INSTALLED IN STRICT
CONFORMANCE WiTH MANUFACTURERS SPECIFICATIONS. 2. MITIGATION PLANTING SHALL BE IN ACCORDANCE WITH THE CAPE COD COOPERATIVE
PROPOSED 3/4" - 1 1/2" DOUBLE
REQUI
ED
EXISTING
CONCRE PATIO WASHED STONE
LOT AREA
20,000 SF
UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE
°< TOPSOIL
40,079 SFt
FRONTAGE
125 FF
a PVC PERF PIPE FOR
190.00 FT
190.00 FT
FROM YARD
AND
39.2 Fr t
33.0 Fr f
N PATIO DRAINSOUTS
25 FT
26.9 FT f
COARSE
A �ry
PLAI\I ZING NOTES:
20 FT
N
I EXISTING COARSE SAND OR
23.9 FT f
BUILDING COVERAGE
HSAND
FILL (SEE NOTE 3)
1. THE FOLLOWING NATIVE SPECIES, OR APPROVED ALTERNATIVES, SHALL BE PLANTED IN THE
N
p' I MIRAR 140NC
�-----I FILTER FABRIC
MI11CATIOI AREA:
66.6% (26,681 S.F.f)
68.9% (27,624 S.F.f)'
-BEACH PLUM
3 GAL.
INFILTRATION TRENCH DETAIL
-BAYBERRY
3 GAL
-ARROWWOOD VIBURUAM
3 GAL
(NOT TO SCALE)
-WNTERBERRY
1 GAL
-LOW BUSH BLUEBERRY
1 GAL
SCALE i
MAY 10 2012 AS NOTED
DRAN'ATG FILE i
HEALTH DEPT. C1355601.dwg
I HEREBY CERTIFY THAT THE CONDITIONS DATE
SHOWN HEREON ARE LOCATED AS THEY - 0,49
EXISTED ON THE GROUND AS OF 03-31-10. DRAwNBY .
// j/ MRD
DATE y /Z.o / � - � y'tHOFMAB - CHECKED BY
cy
moo' JOHN
P.L. a Z.
DEMAREST. JR. ' N
4'S-^. y/
/�d�c/T• 0 of a, . ,, No. 36859
qsR0'CES s���P ti
JOHN phnt.: �qNp
Z
'g NOTES• -VIRGINIA ROSE 1 GAL.�•�•
Ti4IE 8391 S.F. OF PERVIOUS PAVER PATIO IS
OT INCLUDED IN THE SITE COVERAGE CALCULATIONS x DEMARESTA y V
n 1. FILTER FABRIC &TURF REINFORCEMENT SHALL BE INSTALLED IN STRICT
CONFORMANCE WiTH MANUFACTURERS SPECIFICATIONS. 2. MITIGATION PLANTING SHALL BE IN ACCORDANCE WITH THE CAPE COD COOPERATIVE
SUBJECT
REQUI
ED
EXISTING
PROPOSED
LOT AREA
20,000 SF
UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE
40,079 SFt
40,079 SFt
FRONTAGE
125 FF
190.00 FT
190.00 FT
FROM YARD
30 FT
39.2 Fr t
33.0 Fr f
SIDE YARD
25 FT
26.9 FT f
27.9 FT t
REAR YARD
20 FT
22.9 FT t
23.9 FT f
BUILDING COVERAGE
25% (MAX)
12.3% (4,937 S.Ri)
13.0% (5,205 SF.t)
SITE COVERAGE
70% (MAX.
66.6% (26,681 S.F.f)
68.9% (27,624 S.F.f)'
SCALE i
MAY 10 2012 AS NOTED
DRAN'ATG FILE i
HEALTH DEPT. C1355601.dwg
I HEREBY CERTIFY THAT THE CONDITIONS DATE
SHOWN HEREON ARE LOCATED AS THEY - 0,49
EXISTED ON THE GROUND AS OF 03-31-10. DRAwNBY .
// j/ MRD
DATE y /Z.o / � - � y'tHOFMAB - CHECKED BY
cy
moo' JOHN
P.L. a Z.
DEMAREST. JR. ' N
4'S-^. y/
/�d�c/T• 0 of a, . ,, No. 36859
qsR0'CES s���P ti
JOHN phnt.: �qNp
Z
'g NOTES• -VIRGINIA ROSE 1 GAL.�•�•
Ti4IE 8391 S.F. OF PERVIOUS PAVER PATIO IS
OT INCLUDED IN THE SITE COVERAGE CALCULATIONS x DEMARESTA y V
n 1. FILTER FABRIC &TURF REINFORCEMENT SHALL BE INSTALLED IN STRICT
CONFORMANCE WiTH MANUFACTURERS SPECIFICATIONS. 2. MITIGATION PLANTING SHALL BE IN ACCORDANCE WITH THE CAPE COD COOPERATIVE
o No. 36859„ °q
v
0 ION SERVICE "GUIDELINES FOR PLANTING THE 100' BUFFER ZONE".
2. THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND EXTENSWI
( °`fsstoaP
qNp ``
UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE
Rve
,.
u WORK AREA DURING CONSTRUCTION. 3. FINAL PLANT LIST SHALL BE REVIEWED WITH THE YARMOUTH CONSERVATION AGENT PRIOR
1 OF 1 SHEETS
o TO PLANTING.
9 3. INSTALLER SHALL EXCAVATE DOWN TO CLEAN SAND STRATUM AND BACKFILL
PROJECT NO. C13556.02
WITH COARSE SAND, INCLUDING 24" AROUND TRENCH.
c°