HomeMy WebLinkAbout83-1786_- - 't, yJ.4MPANOAG
Ile
-�. NEPTUNE
EL.'G.32'
�t
SOUTH
DRIVE
���N SNORE
GJ DRIVE,��.
LOCU9 �P
` SHOWING EXISTING I-IOUSE FOR !
FOUNDATION REPAIR Locus MAP SCALE 1"-2000'
SOU -r 4 SWORE DRIVE
O -r- 2 SOUTH YAR1" IOUTWi 1" IA
L
233q 15.f.± PIERTO BE REPLACED (TYP)
PREPARED FOR:
REBUILD DAMAGED STAIRS DANN KAROL
AND LANDING
1+G,1 ` S PLAN SCALE: I"=10' APRIL 2, 2007
NOTES:
I I. NEW CONCRETE PIERS TO BE CONSTRUCT)=D AS SFIOWN.
�.-- 2. DO NOT DISTURB EXISTING SEPTIC SYSTEM.
3. ALL CONCRETE TO BE F'C=3 Ksi.
OF WORKS 4. ALL REBAR TO BE F'Y=60 Ksi.
i
i TYPIC -AL. SECT ION
1
- ,! >i Y
SIMPSON STRAP TIE (TYP)
CONCRETE FILLED GMU
Gil
#5 REBAR ANCHORAGE
C
DEP' SE# 83-1774.'
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I•
PLAN VIEW
1 I H \, _
._. �� ��ZCFAb7SS4C 'cP�ZNOFMgS�7 o c ° -
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BRAOY s
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i\ 1�-j 3 GVi� 0 RIA
N 35776 �J ��I REBAR SCHEDULE: _ u
I (s Lfi -'T �' S = \ E i ? \ �, ` TI MOTI lY ',J. 8R S ST o A E PIER: 4 - #5 VERTICAL.
/ \ \ Er 3Ua BEND INTO FTG AS SHOWN)
I \ , S,0NAt ( SECTION VIEW
_ tiiJ I V.
\ I FOOTING: 4 - #5 EACH WAY
EAST CAPE ENGINEERING INC.
CIVIL ENGINEERS DWG=03050SPL
LAND SURVEYORS
44 RTE. 25 ORLEANS, MA.
F
JOB# 03-050
I
BN -CB
EL.G.32' \ /
V
SOU
I
LOT 2
",. 2331 S . T . ± PIER TO BE REPLACED (TYP)
REBUILD DArlAGED STAIRS
AND LANDING
OUSE
�T OF
J 4
J
" r"r! J
1(
l
NANTUCKET
DEP SE# 83-1774..,'��
\,J\ Jai
T -Tv' ;
1\ 1J
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S 1 TF FLAN
SHOWING EXISTING HOUSE FOR
FOUNDATION REPAIR
51 Sour" SHORE DRIVE
LOCUS 1"1Af- SCALE 1"=2000'
SOUTH YARtlou-r", "A
FRI=PARED FOR:
DAWN KAROL
PLAN SCALE: 0-10' APRIL 2, 2007
NOTES:
1. NEW CONCRETE PIERS TO BE CONSTRUCTED AS Sl-IOWN.
2. DO NOT DISTURB EXISTING SEPTIC SYSTEM.
S. ALL CONCRETE TO BE F'c=3 Ksi.
4. ALL REBAR TO BE F'y=60 <si.
TYPICAL SECTION
TII"I0TI-11' J.' SR Cs-A� GyV o�'�' b
NE SLIP
EAST CAPE ENGINEERING INC.
CIVIL ENGINEERS
It LAND SURVEYORS
44 RTE. 25 ORLEANS, MA.
PLAN VIEW
SIMPSON STRAP
CONCRETE FIL
#5 REBAR AN(
REBAR SCHEDULE:
PIER: 4 - #5 VERTICAL.
(BEND INTO FTG AS SHOWN)
FOOTING: 4 - #5 EAC" WAY
SECT I ON V I EW
DWG:03050SPL
JOS#03-050
1r
11
Offim-mimi!
u
PLAN VIEW
SIMPSON STRAP
CONCRETE FIL
#5 REBAR AN(
REBAR SCHEDULE:
PIER: 4 - #5 VERTICAL.
(BEND INTO FTG AS SHOWN)
FOOTING: 4 - #5 EAC" WAY
SECT I ON V I EW
DWG:03050SPL
JOS#03-050
I
4
11
I e DF,
SOI�N p
ZOC[/S i7AP /"=1000' /
J�
GENERAL NOTES
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I. PLAN REFERENCE: LAND COURT PLAN 9190 H, LOT 7;
ADDITIONAL LOT LINE DATA PROVIDED BY BSC, INC.,
CRAIG FIELD, PLS; WETLAND DELINEATION AND
TOPOGRAPHIC DATA BY CAPE COD ENGINEERING, INC.
2. TITLE REFERENCE: CERT. # 124170
3. ELEVATIONS REFER TO NGVD 1929. BENCHMARK IS
THE CATCIi BASIN RIM IN THE STREET ELEV. = 5.58
4. THE SITE LIES WITHIN THE COASTAL FLOOD ZONE'
A 11' WITH BFE = 11 PER FIRM PANEL 250015 0006D
5. ZONING DISTRICT: RS -40
6. ASSESSORS MAP 34, PARCEL 257
� / I
CONSTRUCTION NOTES
1. THE WORK LIMIT SHOWN SHALL BE FITTED WITH A SILT FENCE. THE
FENCE. SHALL CONSIST OF A CONTINUOUS, TRFNCIIED - IN, STAKED
FABRIC BACKED UP W'ITII A STAKED ROW OF STRAW BALES. THE SILT
FENCE SHALL REMAIN IN PLACE UNTIL THE DISTURBED GROUND IS
STABILIZED COMPLETELY.
2. THE GROUND AREAS DISTURBED BY CONSTRUCTION ACTIVITY SHALL.
BE RESTORED 'A ITII NATIVE SHRUBS AND GRASSES. SPECIFICALLY A
DENSE ARRAY OF NATIVE SHRUBS IS PROPOSED AS MITIGATION
WHERE SHOWN ON THE PLAN. A MIX OF FESCUE AND RYE IS
SUGGESTED AS A DROUGHT TOLERANT NATIVE SEED MIX.
3. DRIVEWAY SUBGRADE NEAR AND WITHIN SOUTH STREET LAYOUT:
PAVED DRI'EW'AY AREAS SHALL HAVE THE SUBGRADE
PREPARFDAS FOLLOWS: SUBGRADE SHALT. BE. FREE OF
TRASH, VEGETATION AND TOPSOIL NO FILL SHALL BE
PLACED ON FROZEN SUBGRADE. OR IN STANDING WATER. AN
INSPECTION IS ADVISED TO Q17ALIFY THE SUBGRADE SOIL
QUALITY. REMOVE AS INDICATED AND PROVIDE COMPACTED
STRUCTURAL FILL TO ESTABLISH ADEQUATE NON -FROST
SUSCEPTIBLE SUBGRADE LAYER WITHIN 2 FT. OF THE
PARKING SURFACE BASE. ALL FILL MATERIAL WHICH MAYBE
REQUIRED WITHIN THE PARKING AREA SHALL BE PLACED IN
LIFTS NOT TO EXCEED 6", AND COMPACTED TO 95% OF THE
MAXIMUM DENSITY" AS DETERMINED BY METHOD D.
4. DRIVEWAY AREAS SHALL BE PROVIDED WITH A FOUNDATION
CONSISTING OF AT LEAST R INCHES COMPACTED THICKNESS OF
PROCESSED GRAVEL OR 6" COMPACTED THICKNESS OF DENSE.
GRADED CRUSHED STONE. THE GRAVEL AND/OR STONE SHALL MEET
STANDARD MASS. HIGHWAY SPECIFICATIONS FOR PROCESSED
GRAVEL AND I OR PROCESSED STONE. THE PROCESSED GRAVEL AND/
OR DENSE GRADED STONE SHALL BE INSTALLED USING TIIF. MASS.
DPW STANDARD SPECIFICATIONS OUTLINED IN SECTION 401 AND 402,
RESPECTIVELY.
5. THE PAVEMENT FORTHE DRIVEVVAYAREA SHATUCONSISTOFTW'O
COURSES OF CLASS i BITUMINOUS CONCRETE., A I"TOP COURSE AND A
2" BINDER COURSE. THE JOB MLC FORMULA SHALL MEFT THE MASS.
DPW STANDARD SPECIFICATION X13.11.03 FOR BINDER AND TOP
,COURSES. THE CONSTRUCTION METHODS SHALL MEET MASS. DPW
STANDARD SPECIFICATIONS SECTION 460. NO PAVEMENT WORK
SHALL BE DONE DURING RAINY WEATHER, UPON SATURATED
SI BFACFS, WHERE WATER IS STANDING. WHERE THE TEMPERATURE
IS LOWER THAN 40 DEGREES F. OR WHERE FROST IS IN THE GROUND.
6. THLPA'EYIENTSIIALLPROPF.RI"Y'MEETANDXIATCHTHEPAVEMFNT
GRADE AT SOUTH STREET, PRESERVING THE LOCATION AND PITCH OF
THE GUTTER LINE AND THF EXISTING CATCH BASIN RIM ELEVATION.
CONSULT WITH APPROPRIATE AUTHORITY AT VARMOUTLI HIGHWAY
DEPT. PRIOR TO PERFORMING WORK.
?. PAVEMENT AND EARTH GRADES SHALL NOT RESULT INRUNOFF
ENTERING THE TRAVELLED WAY ON SOUTH STREET. SEE PLAN FOR
S17CCESTED GRADING SCHEME.
R REFER TO ANY ORDER OF CONDITIONS ISSUFD FOR THE PROPOSED
M'ORK ACTIVITY BY' THE I ARYIOUTH CONSERVATION COMMISSION.
REVISRF► 4/(m
LEGEND LEGEND
—3—
EXISTING ELEV. CONTOUR
3} 1
EXISTING SPOT ELEV.
P77 F
PROPOSED SPOT ELEV.
�—
PROPOSED ELEV. CONTOUR
®
DRAINAGE INT,ET GRATE
C . ��7S/,A
EDGE OF EXISTING PAVEMENT
—OHS—.
OVERHEAD ELECTRIC UTILITIES
"
CENTERLINE
. El. = S.SB •.1
PROPERTY LINE
j,
TOP OF BANK
��—
------
EDGE OF VEGETATED WETLAND
$
UTILITY POLE
l[�
F.DGE OF PROPOSED PAVEMENT
WETLAND FLAG STATION
O
PROPOSED SALT TOLERANT
NATIVE SHRUB (3 GAL. MIN SI7.F•)
X -- X
WORK LIMIT
GENERAL NOTES
i /6'
6.1
1f k
' S, f GAcNnGE o
l
�Ecr-; vrE.oi l'�
e-
.576 +
x
G'�'>,40Cr?/NG
s, .Z T , 7,�7 /2
ROR OEniNG X C
V
°
L
CIS ELF ✓ = S 6 � I
Ara' `; jii \
i
NON•/1,nt/7/7
3 f �.o.eA�c vsE
� 1
s
d�
zz3 Z /
3,
4 N
I. PLAN REFERENCE: LAND COURT PLAN 9190 H, LOT 7;
ADDITIONAL LOT LINE DATA PROVIDED BY BSC, INC.,
CRAIG FIELD, PLS; WETLAND DELINEATION AND
TOPOGRAPHIC DATA BY CAPE COD ENGINEERING, INC.
2. TITLE REFERENCE: CERT. # 124170
3. ELEVATIONS REFER TO NGVD 1929. BENCHMARK IS
THE CATCIi BASIN RIM IN THE STREET ELEV. = 5.58
4. THE SITE LIES WITHIN THE COASTAL FLOOD ZONE'
A 11' WITH BFE = 11 PER FIRM PANEL 250015 0006D
5. ZONING DISTRICT: RS -40
6. ASSESSORS MAP 34, PARCEL 257
� / I
CONSTRUCTION NOTES
1. THE WORK LIMIT SHOWN SHALL BE FITTED WITH A SILT FENCE. THE
FENCE. SHALL CONSIST OF A CONTINUOUS, TRFNCIIED - IN, STAKED
FABRIC BACKED UP W'ITII A STAKED ROW OF STRAW BALES. THE SILT
FENCE SHALL REMAIN IN PLACE UNTIL THE DISTURBED GROUND IS
STABILIZED COMPLETELY.
2. THE GROUND AREAS DISTURBED BY CONSTRUCTION ACTIVITY SHALL.
BE RESTORED 'A ITII NATIVE SHRUBS AND GRASSES. SPECIFICALLY A
DENSE ARRAY OF NATIVE SHRUBS IS PROPOSED AS MITIGATION
WHERE SHOWN ON THE PLAN. A MIX OF FESCUE AND RYE IS
SUGGESTED AS A DROUGHT TOLERANT NATIVE SEED MIX.
3. DRIVEWAY SUBGRADE NEAR AND WITHIN SOUTH STREET LAYOUT:
PAVED DRI'EW'AY AREAS SHALL HAVE THE SUBGRADE
PREPARFDAS FOLLOWS: SUBGRADE SHALT. BE. FREE OF
TRASH, VEGETATION AND TOPSOIL NO FILL SHALL BE
PLACED ON FROZEN SUBGRADE. OR IN STANDING WATER. AN
INSPECTION IS ADVISED TO Q17ALIFY THE SUBGRADE SOIL
QUALITY. REMOVE AS INDICATED AND PROVIDE COMPACTED
STRUCTURAL FILL TO ESTABLISH ADEQUATE NON -FROST
SUSCEPTIBLE SUBGRADE LAYER WITHIN 2 FT. OF THE
PARKING SURFACE BASE. ALL FILL MATERIAL WHICH MAYBE
REQUIRED WITHIN THE PARKING AREA SHALL BE PLACED IN
LIFTS NOT TO EXCEED 6", AND COMPACTED TO 95% OF THE
MAXIMUM DENSITY" AS DETERMINED BY METHOD D.
4. DRIVEWAY AREAS SHALL BE PROVIDED WITH A FOUNDATION
CONSISTING OF AT LEAST R INCHES COMPACTED THICKNESS OF
PROCESSED GRAVEL OR 6" COMPACTED THICKNESS OF DENSE.
GRADED CRUSHED STONE. THE GRAVEL AND/OR STONE SHALL MEET
STANDARD MASS. HIGHWAY SPECIFICATIONS FOR PROCESSED
GRAVEL AND I OR PROCESSED STONE. THE PROCESSED GRAVEL AND/
OR DENSE GRADED STONE SHALL BE INSTALLED USING TIIF. MASS.
DPW STANDARD SPECIFICATIONS OUTLINED IN SECTION 401 AND 402,
RESPECTIVELY.
5. THE PAVEMENT FORTHE DRIVEVVAYAREA SHATUCONSISTOFTW'O
COURSES OF CLASS i BITUMINOUS CONCRETE., A I"TOP COURSE AND A
2" BINDER COURSE. THE JOB MLC FORMULA SHALL MEFT THE MASS.
DPW STANDARD SPECIFICATION X13.11.03 FOR BINDER AND TOP
,COURSES. THE CONSTRUCTION METHODS SHALL MEET MASS. DPW
STANDARD SPECIFICATIONS SECTION 460. NO PAVEMENT WORK
SHALL BE DONE DURING RAINY WEATHER, UPON SATURATED
SI BFACFS, WHERE WATER IS STANDING. WHERE THE TEMPERATURE
IS LOWER THAN 40 DEGREES F. OR WHERE FROST IS IN THE GROUND.
6. THLPA'EYIENTSIIALLPROPF.RI"Y'MEETANDXIATCHTHEPAVEMFNT
GRADE AT SOUTH STREET, PRESERVING THE LOCATION AND PITCH OF
THE GUTTER LINE AND THF EXISTING CATCH BASIN RIM ELEVATION.
CONSULT WITH APPROPRIATE AUTHORITY AT VARMOUTLI HIGHWAY
DEPT. PRIOR TO PERFORMING WORK.
?. PAVEMENT AND EARTH GRADES SHALL NOT RESULT INRUNOFF
ENTERING THE TRAVELLED WAY ON SOUTH STREET. SEE PLAN FOR
S17CCESTED GRADING SCHEME.
R REFER TO ANY ORDER OF CONDITIONS ISSUFD FOR THE PROPOSED
M'ORK ACTIVITY BY' THE I ARYIOUTH CONSERVATION COMMISSION.
REVISRF► 4/(m
TOPOGRAPHIC SITE PLAN SHOWING
PROPOSED ADDITION
TO AN EXISTING GARAGE BUILDING
AT
193 SOUTH STREET
SOUTH YARMOUTH, NIA
ASSESSORS' MAP 34, PARCEL 257;
PREPARED FOR
CHARLES WHITE MANAGEMENT COMPANY
330 COMMONWEALTH AVENUE, BOSTON, MA 02115
BCV y,
OMIT O _R 15, 2006 SCALE - I" =IO'
W' PREPARED BY
y CAPE COD ENGINEERING, INC.
`0 ROBERT M. PERRY, PE
P.O. BOX 1517
1 EAST DENNIS, MA 02641 i
.iYI EN ADDITION TEL - 508-385-1445
C . ��7S/,A
. El. = S.SB •.1
�
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60
l M n.rlA //SLE
/-�^�•—T---•�
,MEET F. GR /a LSE
TOPOGRAPHIC SITE PLAN SHOWING
PROPOSED ADDITION
TO AN EXISTING GARAGE BUILDING
AT
193 SOUTH STREET
SOUTH YARMOUTH, NIA
ASSESSORS' MAP 34, PARCEL 257;
PREPARED FOR
CHARLES WHITE MANAGEMENT COMPANY
330 COMMONWEALTH AVENUE, BOSTON, MA 02115
BCV y,
OMIT O _R 15, 2006 SCALE - I" =IO'
W' PREPARED BY
y CAPE COD ENGINEERING, INC.
`0 ROBERT M. PERRY, PE
P.O. BOX 1517
1 EAST DENNIS, MA 02641 i
.iYI EN ADDITION TEL - 508-385-1445
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1
GENERAL NOTES
1. PLAN REFERENCE: LAND COURT PLAN 9190 H, LOT 7;
ADDITIONAL LOT LINE DATA PROVIDED BY BSC, INC.,
CRAIG FIELD, PLS; WETLAND DELINEATION AND
TOPOGRAPHIC DATA BY CAPE COD ENGINEERING, INC.
2. TITLE REFERENCE: CERT. # 124170
3. ELEVATIONS REFER TO NGVD 1929. BENCHMARK IS
THE CATCH BASIN RIM IN THE STREET ELEV. = 5.58
4. THE SITE LIES WITHIN THE COASTAL FLOOD ZONE
A 11' WITH BFE = 11 PER FIRM PANEL 250015 0006D
5. ZONING DISTRICT: RS -40
6. ASSESSORS MAP 34, PARCEL 257
! 4 xd
;1
I
1 `111
1
CONSTRUCTION NOTES
1. TIIE WORK LIMIT SHOWN SHALL BE FITTED ""ITH A SILT FENCE. THE
FENCE SHALL CONSIST OFA CONTINUOUS,TRENCHED-IN, STAKED
FABRIC BACKED UP "Till A STAKED ROW OF STRAW BALES. THE SILT
FENCE SHALT, REMAIN IN PLACE UNTIL THE DISTURBED GROUND IS
STABILIZED COMPLETELY.
2. TIFF, GROUND AREAS DISTURBED BY CONSTRUCTION AC"TI'ITT Sit ALL
RE RESTORED "7TH NATIV E SHRUBS AND GRASSES. SPF.CIFICALIA. A
DENSE ARRAY OF NATIVE SHRUBS IS PROPOSED AS MITIGATION
WIIF.RE SHOWN ONTHE PLAN. A MIX OF FESCUE AND FIN E IS
SUGGESTED AS A DROUGHT TOLERANT NATIVE SEED MIX.
3. DRIVEWAY SUBGRADE NEAR AND WITHIN SOUTH STREET LA)OUT:
PAVED DRIVEWAY AREAS SHALL HAVE THE SUPGRADE
PREPARED AS FOLLO"'S: SUBGRADE. SHALL BE FREE. OF
TRASH, VEGETATION AND TOPSOIL NO FILL SHALL BE
PLACED ON FROZEN SUBGRADE OR IN STANDING WATER. AN
INSPE.CTHtY I5 ADVISED TO QCALIFITHF. SUBGRADE SOIL.
QUA LIT' ,R FMOVE AS INDICATED AND PROVIDE COMPACTED
STRIICTU 1. AL FILL TO ESTABLISH ADEQUATE NON -FROST
SUSCEPTIBLE SURGRADE LAYER WITHIN 2 FT. OF THE
PARKING SURFACE BASF- ALL FILL. MATERIAL WHICH MAY BE
REQUIRED WITHIN THE PARKING AREA SHALL BE PLACED IN
LIFTS NOT TO EXCEED 6", AND COMPACTED TO 9t•,: OF THE
MAXIMUM DENSITY AS DETERMINED BY METHOD D.
4. DRTVFWAY AREAS SHALL BE PROVIDED WITH A FOUNDATION
CONSISTING OF AT LEAST B INCHES COMPACTED THICKNESS OF
PROCESSED GRAVEL OR 6" COMPACTED THICKNESS OF DENSE
GRADED CRUSHED STONG THE GRAVEL AND / OR STONE SHALL MEET
STANDARD MASS. HIGHWAY SPECIFICATIONS FOR PROCESSED
GRAVEL AND If OR PROCESSED STONE. THE PROCESSED GRAVEL AND/
OR DENSE GRADED STONE SHALL BE INSTALLED USING THE MASS.
DP"' STANDARD SPECIFICATIONS OUTLINED IN SECTION 401 AND 402,
RESPECTIVFI.Y.
5. THE PAVEMENT FOR THE DRIVEWAY AREA SHALL CONSIST OF TWO
COURSES OF CLASS i BITUMINOUS CONCRETE. A I"TOP COURSE. AND A
2" BINDER COURSE. THE JOB MIX FORMULA SHALT, MEET THE MASS.
DPN' STANDARD SPECIFICATION M3,11.03 FOR BINDER AND TOP
,COT RSES. THE CONSTRUCTION DIETHODS SHALL MEET MASS, DPA%
STANDARD SPECIFICATIONS SECTION 460. NO PAVEMENT WORK
SHALT. BE DONE DURING RAIN)' WEATHER. UPON SATURATED
SURFACES, WTIF.RE WATER IS STANDING, WHERE THE TEMPERATURE
IS LOWER THAN 40 DEGREES F, OR WHERE FROST IS IN THE GROUND.
6. THE PAVESiENTSHALL PROPERLY MEET AND MATCH THE PYA'EMENT
GRADE AT SOUTH STREET, PRESERVING THE LOCATION AND PITCII OF
THE GUTTER LINE AND THE EXISTING CATCH BASIN RINI ELEVATION.
CONSULT M ITH APPROPRIATE AUTHORIT)' AT YARMOUTH HIGH" A)
DEPT. PRIOR TO PERFORMING WORK.
7. PAVEMENT AND EARTH GRADES SHALL NOT RESULT IN RUNOFF
ENTERING THE TRAVELLED "'AT' ON SOUTH STREET. SEF: PLAN FOR
SUGGESTED GRADING SCHEME.
S. REFER TO ANI' ORDER OF CONDITIONS ISSUED FOR lift PROPOSED
WORK ACTIVITY' RT' TIII: T ARMOUTH CONSERVATION COMMISSION.
REVISED 4/6/07 - S'.
LEGEND LEGEND
—3-
EXISTING ELEV. CONTOUR
3,0
EXISTING SPOT ELEV.
1=1
PROPOSED SPOT ELEV.
- Q-
PROPOSED ELEV. CONTOUR
®
DRAINAGE INLET GRATE
C Q
EDGE OF EXISTING PAVEMENT
—OHw'-
OVERHEAD ELECTRIC UTILITIES
•
CENTERLINE
PROPERTY LINE
6x5.
TOP OF BANK
- - - -- -
EDGE OF VEGETATED WETLAND
$
UTILITY POLE
1L
EDGE OF PROPOSED PAVEMENT
WETLAND FLAG STATION
O
PROPOSED SALT TOLERANT
NATIVE SHRUB (3 GAL. MIN SIZE)
WORK LIMIT
AL
El
/6 '
//.2
65
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+ t
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CaR OE 2/.v G- X ' v
)1i9
TE2
(s
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1< - 20"
(14j
i h!�f/Ti^N
ce
ti
/VON- /1A,_n T/JCL
4 G n 41,Q 6,c vrE ..:fid
>< 3
o
ILI
p5
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1
GENERAL NOTES
1. PLAN REFERENCE: LAND COURT PLAN 9190 H, LOT 7;
ADDITIONAL LOT LINE DATA PROVIDED BY BSC, INC.,
CRAIG FIELD, PLS; WETLAND DELINEATION AND
TOPOGRAPHIC DATA BY CAPE COD ENGINEERING, INC.
2. TITLE REFERENCE: CERT. # 124170
3. ELEVATIONS REFER TO NGVD 1929. BENCHMARK IS
THE CATCH BASIN RIM IN THE STREET ELEV. = 5.58
4. THE SITE LIES WITHIN THE COASTAL FLOOD ZONE
A 11' WITH BFE = 11 PER FIRM PANEL 250015 0006D
5. ZONING DISTRICT: RS -40
6. ASSESSORS MAP 34, PARCEL 257
! 4 xd
;1
I
1 `111
1
CONSTRUCTION NOTES
1. TIIE WORK LIMIT SHOWN SHALL BE FITTED ""ITH A SILT FENCE. THE
FENCE SHALL CONSIST OFA CONTINUOUS,TRENCHED-IN, STAKED
FABRIC BACKED UP "Till A STAKED ROW OF STRAW BALES. THE SILT
FENCE SHALT, REMAIN IN PLACE UNTIL THE DISTURBED GROUND IS
STABILIZED COMPLETELY.
2. TIFF, GROUND AREAS DISTURBED BY CONSTRUCTION AC"TI'ITT Sit ALL
RE RESTORED "7TH NATIV E SHRUBS AND GRASSES. SPF.CIFICALIA. A
DENSE ARRAY OF NATIVE SHRUBS IS PROPOSED AS MITIGATION
WIIF.RE SHOWN ONTHE PLAN. A MIX OF FESCUE AND FIN E IS
SUGGESTED AS A DROUGHT TOLERANT NATIVE SEED MIX.
3. DRIVEWAY SUBGRADE NEAR AND WITHIN SOUTH STREET LA)OUT:
PAVED DRIVEWAY AREAS SHALL HAVE THE SUPGRADE
PREPARED AS FOLLO"'S: SUBGRADE. SHALL BE FREE. OF
TRASH, VEGETATION AND TOPSOIL NO FILL SHALL BE
PLACED ON FROZEN SUBGRADE OR IN STANDING WATER. AN
INSPE.CTHtY I5 ADVISED TO QCALIFITHF. SUBGRADE SOIL.
QUA LIT' ,R FMOVE AS INDICATED AND PROVIDE COMPACTED
STRIICTU 1. AL FILL TO ESTABLISH ADEQUATE NON -FROST
SUSCEPTIBLE SURGRADE LAYER WITHIN 2 FT. OF THE
PARKING SURFACE BASF- ALL FILL. MATERIAL WHICH MAY BE
REQUIRED WITHIN THE PARKING AREA SHALL BE PLACED IN
LIFTS NOT TO EXCEED 6", AND COMPACTED TO 9t•,: OF THE
MAXIMUM DENSITY AS DETERMINED BY METHOD D.
4. DRTVFWAY AREAS SHALL BE PROVIDED WITH A FOUNDATION
CONSISTING OF AT LEAST B INCHES COMPACTED THICKNESS OF
PROCESSED GRAVEL OR 6" COMPACTED THICKNESS OF DENSE
GRADED CRUSHED STONG THE GRAVEL AND / OR STONE SHALL MEET
STANDARD MASS. HIGHWAY SPECIFICATIONS FOR PROCESSED
GRAVEL AND If OR PROCESSED STONE. THE PROCESSED GRAVEL AND/
OR DENSE GRADED STONE SHALL BE INSTALLED USING THE MASS.
DP"' STANDARD SPECIFICATIONS OUTLINED IN SECTION 401 AND 402,
RESPECTIVFI.Y.
5. THE PAVEMENT FOR THE DRIVEWAY AREA SHALL CONSIST OF TWO
COURSES OF CLASS i BITUMINOUS CONCRETE. A I"TOP COURSE. AND A
2" BINDER COURSE. THE JOB MIX FORMULA SHALT, MEET THE MASS.
DPN' STANDARD SPECIFICATION M3,11.03 FOR BINDER AND TOP
,COT RSES. THE CONSTRUCTION DIETHODS SHALL MEET MASS, DPA%
STANDARD SPECIFICATIONS SECTION 460. NO PAVEMENT WORK
SHALT. BE DONE DURING RAIN)' WEATHER. UPON SATURATED
SURFACES, WTIF.RE WATER IS STANDING, WHERE THE TEMPERATURE
IS LOWER THAN 40 DEGREES F, OR WHERE FROST IS IN THE GROUND.
6. THE PAVESiENTSHALL PROPERLY MEET AND MATCH THE PYA'EMENT
GRADE AT SOUTH STREET, PRESERVING THE LOCATION AND PITCII OF
THE GUTTER LINE AND THE EXISTING CATCH BASIN RINI ELEVATION.
CONSULT M ITH APPROPRIATE AUTHORIT)' AT YARMOUTH HIGH" A)
DEPT. PRIOR TO PERFORMING WORK.
7. PAVEMENT AND EARTH GRADES SHALL NOT RESULT IN RUNOFF
ENTERING THE TRAVELLED "'AT' ON SOUTH STREET. SEF: PLAN FOR
SUGGESTED GRADING SCHEME.
S. REFER TO ANI' ORDER OF CONDITIONS ISSUED FOR lift PROPOSED
WORK ACTIVITY' RT' TIII: T ARMOUTH CONSERVATION COMMISSION.
REVISED 4/6/07 - S'.
b
TOPOGRAPHIC SITE PLAN SHOWING
PROPOSED ADDITION
TO AN EXISTING GARAGE BUILDING
AT
193 SOUTH STREET
SOUTH YARMOUTH, MA
ASSESSORS' NIAP 34, PARCEL 257;
PREPARED FOR
ARLES WHITE MANAGEMENT COMPANY
" 330 COMMONWEALTH AVENUE, BOSTON, AIA 02115
! ER 5, 2006 SCALE - 1" -10'
PREPARED BY
CAPE COD ENGINEERING, INC.
ROBERT M. PERRY, PE
P.O. BOX 1517
EAST DENNIS, MA 02641
ADDITION TEL - 508-385-1445
7
C Q
6x5.
i
L//IA/SE
�/.
..._.��
I{/ �EE'r F
b
TOPOGRAPHIC SITE PLAN SHOWING
PROPOSED ADDITION
TO AN EXISTING GARAGE BUILDING
AT
193 SOUTH STREET
SOUTH YARMOUTH, MA
ASSESSORS' NIAP 34, PARCEL 257;
PREPARED FOR
ARLES WHITE MANAGEMENT COMPANY
" 330 COMMONWEALTH AVENUE, BOSTON, AIA 02115
! ER 5, 2006 SCALE - 1" -10'
PREPARED BY
CAPE COD ENGINEERING, INC.
ROBERT M. PERRY, PE
P.O. BOX 1517
EAST DENNIS, MA 02641
ADDITION TEL - 508-385-1445
�-Oc
SOUND
�o�Li t riAP /"-2000'
ti
4
is
S/1 L T
}i
ti
A
ihfC O/7ID) I—
y
z > x3
/ (S 5- 7-/
GArN4C, 0
I ( LsviL o /n/ G Q
S
SEG E Tf TE AD N �+ .SCAe EL = S. 6 -
w•r r[n../p
S�
sot Ll
r- 12 5/-,j C
r
eo'p oe'z l v c-
�/ V
20,� -
-.
o ` ° J
s
lz
X r' Ltl
hy3 i ` a I V
�. �/3 • ii,��
i t I //von/- /:err 7
Fl4[ E �Lii r
I t 47
PO
5Ill��
,.
IN
Ac
11
l:= J 3 Lt L -
ZX
3XS 4x 8
10
I
GENERAL NOTES
1. PLAN REFERENCE: LAND COURT PLAN 919011, LOT 7;
ADDITIONAL LOT LINE DATA PROVIDED BY BSC, INC.,
CRAIG FIELD, PLS; WETLAND DELINEATION AND
TOPOGRAPHIC DATA BY CAPE COD ENGINEERING, INC.
2. TITLE REFERENCE: CERT. # 124170
3. ELEVATIONS REFER TO NGVD 1929. BENCHMARK IS
TIIE CATCH BASIN RINI IN THE STREET ELEV. = 5.58
4. TIIE SITE LIES WITHIN THE COASTAL FLOOD ZONE
A I V WITH BFE = I I PER FIR1i PANEL 250015 0006D
5. ZONING DISTRICT: RS -40
6. ASSESSORS NIAP 34, PARCEL 257
/ / r�
Q/7
/'A vED
oie � vE w� Y
`nL
14
LEGEND
—3—
EXISTING ELEV. CONTOUR
3'1
EXISTING SPOT ELEV.
• ! 1
PROPOSED SPOT ELEV.
I
PROPOSED ELEV. CONTOUR
®
DRAINAGE INLET GRATE
1L
EDGE OF EXISTING PAVEMENT
—014%ko-
OVERREAD ELECTRIC UTILITIES
-
CENTERLINE
PROPERTY LINE
-Q ---o—
TOP OF BANK
. — - —' —
EDGE OF VEGETATED WETLAND
-e-
UTILITY POLE
/4" Lll
EDGE OF PROPOSED PAVEMENT
DWETLAND
FLAG STATION'
O
PROPOSED SALT TOLERANT
SIZE)
NATIVE SHRUB (3 GAL. MIN
\YORK 1,TMIT
A
ihfC O/7ID) I—
y
z > x3
/ (S 5- 7-/
GArN4C, 0
I ( LsviL o /n/ G Q
S
SEG E Tf TE AD N �+ .SCAe EL = S. 6 -
w•r r[n../p
S�
sot Ll
r- 12 5/-,j C
r
eo'p oe'z l v c-
�/ V
20,� -
-.
o ` ° J
s
lz
X r' Ltl
hy3 i ` a I V
�. �/3 • ii,��
i t I //von/- /:err 7
Fl4[ E �Lii r
I t 47
PO
5Ill��
,.
IN
Ac
11
l:= J 3 Lt L -
ZX
3XS 4x 8
10
I
GENERAL NOTES
1. PLAN REFERENCE: LAND COURT PLAN 919011, LOT 7;
ADDITIONAL LOT LINE DATA PROVIDED BY BSC, INC.,
CRAIG FIELD, PLS; WETLAND DELINEATION AND
TOPOGRAPHIC DATA BY CAPE COD ENGINEERING, INC.
2. TITLE REFERENCE: CERT. # 124170
3. ELEVATIONS REFER TO NGVD 1929. BENCHMARK IS
TIIE CATCH BASIN RINI IN THE STREET ELEV. = 5.58
4. TIIE SITE LIES WITHIN THE COASTAL FLOOD ZONE
A I V WITH BFE = I I PER FIR1i PANEL 250015 0006D
5. ZONING DISTRICT: RS -40
6. ASSESSORS NIAP 34, PARCEL 257
/ / r�
Q/7
/'A vED
oie � vE w� Y
`nL
14
0
C
CONSTRUCTION NOTES
I
C.G.9Srn
Ts/
\7
FABRIC BACKFDIT%N T11A STAKED ROWOF'STRANI BALES.TIIESILT
r
STABILIZEDCOMPLETELI'.
2. THE GROUND AREAS DISTURBED BY CONSTRUCTION ACTIVITYSHALL
BE RESTORED N ITH NATIV"E SHRUBS AND GRASSES. SPYCIFICALIA, A
DENSE ARRAIOF NATIVE SHRUBS IS PROPOSED AS MITIGATION
AN HERE SHOWN ON THE PLAN. A MIX OF FESCUE AND RYE IS
P/r vE"1J
3. DRIVF.WAI" SUBGRADE NEAR AND WITHINSOUTH STREET LAYOUT:
i
J C Q
PAVED DRII'EN' AI' AREAS SHALL HAVE THE SUBGRADE
GR/✓t ivq �-
TRASH, VEGETATION AND TOPSOIL NO FILL SHALL DE
fp,c�/n'/AGF
PLACED ON FROZEN SUBGRADE OR INV STANDING WATER. AN
OF 144,,
G/1➢fj N//OLE
J I
6x�/
INSPECTION IS ADVISED TO QUALIFY THE SUBGRADE Soft,
CSG
0/ Z/sE
rovEn
7--0
iryEET F. G.P/apC
STRUCTURAL FILL TO ESTABLISH ADEQUATE NON -FROST
0
CONSTRUCTION NOTES
I
1. TIIENORK LIMITSHOWN SHALL BE FITTEDKITHA SILTFENCE. THE
FENCE SHALL CONSIST OF A CONTINUOUS, TRENCHED -IN, STAKED
FABRIC BACKFDIT%N T11A STAKED ROWOF'STRANI BALES.TIIESILT
FENCE. SHALL REMAIN 1N PLACE UNTILTHE DISTURBED GROUND 1S
STABILIZEDCOMPLETELI'.
2. THE GROUND AREAS DISTURBED BY CONSTRUCTION ACTIVITYSHALL
BE RESTORED N ITH NATIV"E SHRUBS AND GRASSES. SPYCIFICALIA, A
DENSE ARRAIOF NATIVE SHRUBS IS PROPOSED AS MITIGATION
AN HERE SHOWN ON THE PLAN. A MIX OF FESCUE AND RYE IS
SUGGESTFD AS A BROUGHT TOLERANT NATIVE SEED MIX.
3. DRIVF.WAI" SUBGRADE NEAR AND WITHINSOUTH STREET LAYOUT:
PAVED DRII'EN' AI' AREAS SHALL HAVE THE SUBGRADE
PREPARED AS FOLLONS: SUBGRADE SHALL BE FREE OF,
TRASH, VEGETATION AND TOPSOIL NO FILL SHALL DE
PLACED ON FROZEN SUBGRADE OR INV STANDING WATER. AN
OF 144,,
INSPECTION IS ADVISED TO QUALIFY THE SUBGRADE Soft,
CSG
QUALM. REMOVE AS INDICATED AND PROVIDE COMPACTED
o=r BERT
STRUCTURAL FILL TO ESTABLISH ADEQUATE NON -FROST
t J'
SUSCEPTIBLE SUBGRADE LAYER WITHIN 2 FT. OF THE
0 p RRY
o
PARKING SURFACE.BASE. ALL FILL MATERIALWHICII MAY BE
IL
REQUIRED IN ITHIN THE PARKING AREA SHALL BE PLACED IN
�
8
LIFTS MOTTO EXCEED 6-, AND COMPACTED TO 95% OF THE
9 9 D'
M.AXIMUMDENSITI" AS DETERMINED BY METHOD D.
is E NEN'
4. DRTVEN'AY AREAS SHALL BE PROVIDED WITH A FOUNDATION
SSI A aG
CONSISTING OF AT LEAST E INCHES COMPACTED THICKNESS OF
PROCESSED GRAVEL OR 6- COMPACTED THICKNESS OF DENSE
GRADED CRUSHED STONE. THE GRAVEL AND / OR STONE SHALL MEET
FOR PROCESSED
STANDARD MASS. HIGHNOf-F%S
TOPOGRAPHIC N
GRAVEL AND J OR PROCESSED STONE. TIIE PROCESSED GRA\'F.I. AND/
D ONE.SPECTHE
SITE PL SHOWING
OR DENSE GRADED STONE SHALL BE INSTALLED USING THE MASS.
PROPOSED ADDI ION
DPW' STANDARD SPECIFICATIONS OUTLINED IN SECTION 401 AND 402,
RESPECTIVELY.
5. THF PAVEMENT FOR THE DRIVEII'.AVAREA SHALL CONSIST OFTK'O
TO AN EXISTING GARAGE BUILDING
cot RSF.S OF CLASS I BM-NIINOUS CONCRETE, A Y TOP COURSE AND A
AT
2- BINDER COURSE THE JOB MIS FORMULA SHALL MEET THE MASS.
DPN STANDARD SPECIFICATION M3.11.03 FOR BINDER AND TOP
193 SOUTH STREET
'COl'FSES. THE CONSTRUCTION METHODS SHALL MEET MASS.DPN'
STANDARD SPECIFICATIONS SECTION 460. NO PAVEMENT WORK
SOUTH YARMOUTH, AIA
SHALL BE DONE DURING RAINY- WEATHER, UPON SATURATED
ASSESSORS' NIAP 34, PARCEL 257;
SI RFACES."HERE NATER IS STANDING, WHERE THE TEMPERATURE
IS LO%A ER THAN 40 DEGREES F. OR WHERE FROST IS IN THE GROUND.
PREPARED FOR
6. THE PA%EMENT SFIALL PROPERLY MEET AND MATCH THE PAVEMENT
GRADE AT SOUTH STREET, PRESERVING THE LOCATION AND PITCH OF
CHARLES WHITE MANAGEMENT COMPANN
THE GUTTER LINE AND THE EXISTING CATCH BASIN RIM ELEVATION.
CONSULT IA ITH APPROPRI ATF AUTHORITY AT I'ARMOUTH HIGHWAY
330 COMMONWEALTH AVENUE, BOSTON, MA 02115
DEPT. PRIOR TO PFRFORMING WORK.
7. PAVEMENT AND EARTH GRADES SHALL N'OI RESULT IN RUNOFF
OCTOBER IS, 2006 SCALE - 1"=t0'
ENTERING THE TRAVELLED WAI ON SOUTH STREET. SEE PLAN FOR
SUGGE5T'FU GRADING SCHEME.
PREPARED BY
8. REFER TO ANI' ORDF.ROF CONDITIONS ISSUED FOR 'Ifill PROPOSED
CAPE COD ENGINEERING, INC.
WORK ACTIN I TI' BI' Till: I AKMOITH CONSERVATION COMMISSION.
ROBERT 114. PERRY, PE
P.O. BOX 1517
REV. 4119/07 -ADD
DIMENSIONS EAST DENNIS, NSA 02641 �
REVISED 416107 - SHORTEN ADDITION TEL - 508-385-1445
3