HomeMy WebLinkAboutRoute 6 Parking Lot & Boat Storage - Site Plan of Land0
FIN
01
PARKING CALCULATIONS
229 SPACES PROPOSED
(1) IN LOT TREE PER (8) CARS
229/8 = 28.6
29 TREES REQUIRED- 31 PROVIDED
TREE
3"CALIPER
PARKING/BUFFER TREE
REINFORCED NEW BLACK RUBBER
HOSE (1/2" ID)
DOUBLE STRAND 12 GA
GALV ANNEALED TWISTED WIRE
TREE WRAP. LAP ENDS DOWN
DO NOT STAPLE
3 STAKES EQUALLY SPACED
AROUND TREE 2 1/2"x2 1/2x10
SPACED 1'-0" FROM TRUNK,
STAINED DARK BROWN.
STAKES DRIVEN AT ANGLE AND
PULLED VERTICAL WITH WIRE
MIN 4'-0" BURIED
MIN 3" DEEP SAUCER
MIN
3" DEPTH SHREDDED BARK MULCH
REMOVE BURLAP FROM TOP
HALF OF ROOTBALL
Z � COMPACTED SUB—GRADE
SOIL MIX
Z
4MIN/MIN
FREE PLANTING DETAIL
JDCE #14-348
WITHIN THE 20' FRONT BUFFER AND 10' SIDES AND
REAR BUFFER EXISTING TREES OF AT LEAST 4"
CALIPER SHALL BE RETAINED . IF SUCH TREES DO ��SA
NOT EXIST, 3" CALIPER TREES SHALL BE PLANTED AT < IcFO
INTERVALS OF AT MOST 20' IN ALL BUFFERS.
PLANTED TREES WHICH DIE SHALL BE REPLACED.'
NOTES
I. -
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H-2
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE AND VERIFYING
LLOCATION(1OF8 ALL 3UNDERGROUND & OVERHEADHUTILITIES LOCUS MAP
PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000'±
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 73 PARCEL 4.1.1, 4.1.2, 4.1.3
LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF
MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY
PANEL #25001CO567J DATED 7/16/2014
LOT IS WITHIN THE AQUIFER PROTECTION DISTRICT
LOT IS WITHIN NHESP 2008 MA PRIORITY HABITATS
OF RARE SPECIES
ZONING SUMMARY
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RAVEL d •
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31 SPACE 4�
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M ICES N /
29 SPA0 / cn
*r•r
T LANDSCAPEI 21 SPACES / m
TIE ISLAND N cn
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SPACES _� L S.F.
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N www /�j SPLIT RAIL �- / GATE A E 094
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SIGN
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72 S \\ tr
6x6 LANDSCAPE \
TIE ISLAND
/ \
w\ f 4 -
GRAVEL
GRAVEL PARKING Ar\y
A
P w \ \
1.5" OF 3/4"-1.5" WASHED STONE, ROLLED INTO GRAVEL WITH 10 TON ROLLER \
EXTEND BASE 6"
BEYOND EDGE °_°_ ° ° ° o 0 0 �> o 0 0 , o °
o
OF PARKING og°`co°�°�°�°o°o°°°'°o
8" PROCESSED GRAVEL- MDPW SPEC. M1.03.1, TYPE b
COMPACT SUBGRADEOR 8" REPROCESSED ASPHALT GRAVEL- MDPW SPEC. M1.11.0 \'
10 TON VIB. ROLLER COMPACTED SEE SPECS.
REMOVE TOP & SUBSOIL ' \}
NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL C�
TO A DEPTH OF 36" BELOW FINISHED GRADE. S <'
REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL
(LESS THAN 10% DRY WEIGHT PASSING #200 SIEVE)
NOTE: T -BASE GRAVEL TO BE PLACED IN (2) 6" LIFTS, F
AND COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY
THE MODIFIED PROCTOR TEST (ASTM D-1557 METHOD D).
COMPACT SUBGRADE PRIOR TO GRAVEL APPLICATION
VEL CROSS SECTION
GRA o
NOT TO SCALE
w
z
Q
CL
w
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000
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ZONING DISTRICT B3
MINIMUM LOT SIZE = 40,000
MINIMUM FRONTAGE = 100'
MAXIMUM BLDG COVERAGE = 35%
BUILDING SETBACKS: REQUIRED
FRONT = 30'
SIDE = 10'
REAR = 30'
BUILDING HT. = 35' MAX.
EXISTING USE: VACANT
PROPOSED USE: PARKING LOT
(WINTER- BOAT STORAGE)
APD ZONE: 70% MAX. LOT COVERAGE:
80,518 SF GRAVEL & BLDG /122,029 = 66% < 70% O.K.
OWNFR OF RFCORD
GLADSTONE LTD. PARTNERSHIP
ATTN: STUARTBORNSTEIN
HOLLY MANAGEMENT & SUPPLY
27 NORTH STREET, HYANNIS, MA 02601
REFERENCES
DOC# 769318
PLAN BOOK 593 PAGE 8
LC PLAN 37201-D
�SHOFPj BFILE C®Py
A4gSS,9
DANIELA.
o OJALA `to DANIEL
CIVIL En OJALA -4
No. 46502
No. 40980
�F-
'
r�vr<' Np SURJ��
PERMIT SET NOT FOR CONSTRUCTION
,.:)HEET LAYOUT
SITE PLAN OF` LA11"I""
10ji
AT INTERSECTION OF
HIGGINS CR%OWELL ROAD
r%
& W I L I (D W Z003 T 0 R't "' LEE: T
YARNIOUTH,
PREPARED FOR
GLArum"S"I)INE, LIP
DATE: DEC. 17, 2014
Scale:1 30'
0 15 30 45 60 75 FEET
off 508-362-4541
fax 508-362-9880
downcope.com
down cape engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
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Yarmouth
Compground
Roufe 6
a
co
0cm
Q
0
2-
Bomstoble
99'�•r
Municipal
Airport COMM
Crowell
Electric
DIGSAFE AND VERIFYING
LLOCATION(1OF8 ALL 3UNDERGROUND & OVERHEADHUTILITIES LOCUS MAP
PRIOR TO COMMENCEMENT OF WORK. SCALE 1"=2000'±
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 73 PARCEL 4.1.1, 4.1.2, 4.1.3
LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF
MINIMAL FLOOD HAZARD) AS SHOWN ON COMMUNITY
PANEL #25001CO567J DATED 7/16/2014
LOT IS WITHIN THE AQUIFER PROTECTION DISTRICT
LOT IS WITHIN NHESP 2008 MA PRIORITY HABITATS
OF RARE SPECIES
ZONING SUMMARY
tr
RAVEL d •
— O
PARKING WITH 10' BUFFER _
h u'✓j -
PT LANDSCAPE
TIE BORDER
0.
'�• Ep W Y 38 SPACES ADO
Fo
�x tr " .. X • — — I
4D486��°S•F' TYP)
, ES
_— '
+ — � OST &ROPE:93ACR ry 10.0
FENCE (TYP) O
S tr
31 SPACE 4�
CD r4)k
M ICES N /
29 SPA0 / cn
*r•r
T LANDSCAPEI 21 SPACES / m
TIE ISLAND N cn
o
LOT 2 5 �'' (TYP> � o `�
•. x\
z\ 40:603±-S.F.
x b -.93± -"ACRES
\x\ 23 "J j ,�• 10' BUFFER
woo
'IU
18 SPACES j
40Ptr x\ � � , <<
�.•
w /t'O�: x\ �/� � / 15 SPACES s '
Fp tr
\w pq�F tv �x \
\w\w MFNT 20' BU �j x\ /'
\ x
w\w\ \nv;x t > WALK
\ O
SPACES _� L S.F.
\ 49'9401-
± -ACRES
N www /�j SPLIT RAIL �- / GATE A E 094
�� FENCE (TYP.) j '� f% 5 SP S".
SIGN
GATE � •�.�+
FgSF \w\ � •) / .
MFNT w\ �/
30'R
tr
gpRO
N 30'R
72 S \\ tr
6x6 LANDSCAPE \
TIE ISLAND
/ \
w\ f 4 -
GRAVEL
GRAVEL PARKING Ar\y
A
P w \ \
1.5" OF 3/4"-1.5" WASHED STONE, ROLLED INTO GRAVEL WITH 10 TON ROLLER \
EXTEND BASE 6"
BEYOND EDGE °_°_ ° ° ° o 0 0 �> o 0 0 , o °
o
OF PARKING og°`co°�°�°�°o°o°°°'°o
8" PROCESSED GRAVEL- MDPW SPEC. M1.03.1, TYPE b
COMPACT SUBGRADEOR 8" REPROCESSED ASPHALT GRAVEL- MDPW SPEC. M1.11.0 \'
10 TON VIB. ROLLER COMPACTED SEE SPECS.
REMOVE TOP & SUBSOIL ' \}
NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL C�
TO A DEPTH OF 36" BELOW FINISHED GRADE. S <'
REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL
(LESS THAN 10% DRY WEIGHT PASSING #200 SIEVE)
NOTE: T -BASE GRAVEL TO BE PLACED IN (2) 6" LIFTS, F
AND COMPACTED TO 95% OF THE MAXIMUM DENSITY AS DETERMINED BY
THE MODIFIED PROCTOR TEST (ASTM D-1557 METHOD D).
COMPACT SUBGRADE PRIOR TO GRAVEL APPLICATION
VEL CROSS SECTION
GRA o
NOT TO SCALE
w
z
Q
CL
w
F -
Q
U)
000
a
z
a
U
ZONING DISTRICT B3
MINIMUM LOT SIZE = 40,000
MINIMUM FRONTAGE = 100'
MAXIMUM BLDG COVERAGE = 35%
BUILDING SETBACKS: REQUIRED
FRONT = 30'
SIDE = 10'
REAR = 30'
BUILDING HT. = 35' MAX.
EXISTING USE: VACANT
PROPOSED USE: PARKING LOT
(WINTER- BOAT STORAGE)
APD ZONE: 70% MAX. LOT COVERAGE:
80,518 SF GRAVEL & BLDG /122,029 = 66% < 70% O.K.
OWNFR OF RFCORD
GLADSTONE LTD. PARTNERSHIP
ATTN: STUARTBORNSTEIN
HOLLY MANAGEMENT & SUPPLY
27 NORTH STREET, HYANNIS, MA 02601
REFERENCES
DOC# 769318
PLAN BOOK 593 PAGE 8
LC PLAN 37201-D
�SHOFPj BFILE C®Py
A4gSS,9
DANIELA.
o OJALA `to DANIEL
CIVIL En OJALA -4
No. 46502
No. 40980
�F-
'
r�vr<' Np SURJ��
PERMIT SET NOT FOR CONSTRUCTION
,.:)HEET LAYOUT
SITE PLAN OF` LA11"I""
10ji
AT INTERSECTION OF
HIGGINS CR%OWELL ROAD
r%
& W I L I (D W Z003 T 0 R't "' LEE: T
YARNIOUTH,
PREPARED FOR
GLArum"S"I)INE, LIP
DATE: DEC. 17, 2014
Scale:1 30'
0 15 30 45 60 75 FEET
off 508-362-4541
fax 508-362-9880
downcope.com
down cape engineering, inc.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675