HomeMy WebLinkAbout313 Whites Path - Layout & Landscape Site PlanE E —_
WITHIN THE 20' FRONT'
10' SIDES AND I
EXISTING TREES OF
CALIPER SHALL BE F
SUCH TREES DO �
CALIPER TREES SHALL
AT INTERVALS OF AT
ALL BUFFERS. PLANTED
DIE SHALL E
MAP 109 PCL 96
YOUNG INNOVATIONS LLC
307 WHITES PATH
SOUTH YARMOUTH, MA O:
mmr ya r_" w.I
TITAN REAL ESTATE LLC
8 SHED ROW
WEST YARMOUTH, MA 02673
MAY VV YGL Z/
VIRTOM LIMITED PARTNERSHIP
2 ATLANTIC AVE
SOUTH YARMOUTH, MA 02664
off 508-362-4541
fax 508-362-9880
downcope.com
down cape enlineerh inc.
civil engineers
land surveyors
939 Ma1n Street ( Rte 6A)
YARMOUTHPORT MA 02675
DICE #15-018
BUILDING AREA PLANTING SCHEDULE
SYMBOL PLANT NAME
SIZE
QUANT.
MIN.
Rhododendron 'English Roseum'
English Roseum Rhododendron—pink
24-30'
3
MIN.
Miscanthus sinensis 'Graciilimus'
Maiden Grassi
100'
8
MIN.
Hydrangea macrophyllo 'Nikko Blue'
Nikko Blue Hydrengeo—blue mophead
i[5
5
MAP 109 PCL 94
R.B.OUR CO.
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 NOT EXIST, 3"
CALIPER TREES SHALL BE PLANTED
AT -INTERVALS OF AT MOST 20' IN
LL BUFFERS. PLANTED TREES WHICH
DIE SHALL BE REPLACED.
�1
LOCUS MAP
1" = 2000' approx.
ASSESSORS MAP 109 PARCEL 95
SITE IS LOCATED WITHIN A ZONE 11 (APD)
ZONING SUMMARY
ZONING DISTRICT: B-3 BUSINESS DISTRICT, APD OVERLAY
EXISTING USE: VACANT— PRECAST STORAGE
PROPOSED USE: WHOLESALE HVAC SUPPLY
OWNER OF RECORD
ROBERT B. OUR CO., INC.
P.O. BOX 1539
HARWICH, MA 02645-6539
APPLICANT
ANN MARIE PROPERTIES, LLC
480 TURNPIKE STREET
SOUTH EASTON, MA 02375
ATTN: GLENN M. AMORE, MGR.
REFERENCES
DEED BOOK 10188 PAGE 300
PLAN BOOK 427 PAGE 83
NOTES
1. DATUM IS NAVD88 VERTICAL NAD83 HORIZONTAL
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.Q
S. 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 UNE 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 (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. CONTRACTOR TO COORDINATE ALL UTILITY
CONNECTIONS WITH APPROPRIATE VENDORS.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
LEGEND
_99— EXISTING CONTOUR
X 991 EXIST. SPOT ELEV.
—[991-- PROPOSED CONTOUR
198.4] PROPOSED SPOT EL.
TH1
TEST HOLE
■
CATCH BASIN
C-0 UTILITY POLE
FIRE HYDRANT
(r� TREE
LIGHT
WATER SHUTOFF
C6— GUY WIRE
L SIGN
—W WATER LINE
— G GAS LINE
— OHE — OVERHEAD ELECTRIC
NOM NOT ALL 6YMBOLS MAY AMM BI MW M
LAYOUT
•I 411 ; I I P.., �.�I� LAND
� m IJ I �'w",A F`:}
t
JJ R
�"ft� ILII �6
IX
I J��
Im
OF
313 WHITES PATH
SOUTH YARMOUTH,
• •;
PREPARED FOR
DAN1cLA. o�> o DANT `"�`CIJA JOHNSTONE. SUPPLY
CIVIL OJA!A 1
<2
�4"KI11 DATE: APRIL 6, 2015'
REV.: MAY 14 2015
c 1qf
Scale: 1"= 20' 1 `
0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S.
SHEET 2 OF 3
REQUIRED:
PROVIDED:
MIN.
LOT SIZE
40,000 S.F.
49,670 S.F.
MIN.
LOT FRONTAGE
100'
134.95'
MIN.
FRONT SETBACK
30'
30'
MIN.
SIDE SETBACK
10'
10.5'
MIN.
REAR SETBACK
30'
260.4'
MAX.
BUILDING COVERAGE 35%
19.9%
MAX.
LOT COVERAGE
70%
55.2%
BUILDING HEIGHT NATURAL
GRADE AT
STREET =
26.0'
+ 35.0' = 61.0'
ALLOWED 54.83
PROPOSED OK
EXISTING USE: VACANT— PRECAST STORAGE
PROPOSED USE: WHOLESALE HVAC SUPPLY
OWNER OF RECORD
ROBERT B. OUR CO., INC.
P.O. BOX 1539
HARWICH, MA 02645-6539
APPLICANT
ANN MARIE PROPERTIES, LLC
480 TURNPIKE STREET
SOUTH EASTON, MA 02375
ATTN: GLENN M. AMORE, MGR.
REFERENCES
DEED BOOK 10188 PAGE 300
PLAN BOOK 427 PAGE 83
NOTES
1. DATUM IS NAVD88 VERTICAL NAD83 HORIZONTAL
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.Q
S. 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 UNE 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 (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK. CONTRACTOR TO COORDINATE ALL UTILITY
CONNECTIONS WITH APPROPRIATE VENDORS.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
LEGEND
_99— EXISTING CONTOUR
X 991 EXIST. SPOT ELEV.
—[991-- PROPOSED CONTOUR
198.4] PROPOSED SPOT EL.
TH1
TEST HOLE
■
CATCH BASIN
C-0 UTILITY POLE
FIRE HYDRANT
(r� TREE
LIGHT
WATER SHUTOFF
C6— GUY WIRE
L SIGN
—W WATER LINE
— G GAS LINE
— OHE — OVERHEAD ELECTRIC
NOM NOT ALL 6YMBOLS MAY AMM BI MW M
LAYOUT
•I 411 ; I I P.., �.�I� LAND
� m IJ I �'w",A F`:}
t
JJ R
�"ft� ILII �6
IX
I J��
Im
OF
313 WHITES PATH
SOUTH YARMOUTH,
• •;
PREPARED FOR
DAN1cLA. o�> o DANT `"�`CIJA JOHNSTONE. SUPPLY
CIVIL OJA!A 1
<2
�4"KI11 DATE: APRIL 6, 2015'
REV.: MAY 14 2015
c 1qf
Scale: 1"= 20' 1 `
0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S.
SHEET 2 OF 3