HomeMy WebLinkAbout0 Willow Street - Cape Light Compact - Site Plan 2LEGEND:
III TEBLM.360P4 OF C.B. III
0
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EXISTING TREES OF AT LEAST 4' CALIPER THAT EXIST IN BUFFER ZONES SHALL BE
RETAINED. IF SUCH TREES DO NOT EXIST, 3' CALIPER TREES SHALL BE PLANTED AT
INTERVALS OF AT MOST 20' (301.4.4) C YP. ALL BUFFERS)
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWNON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CUR 15.00 TITLE 5.
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD29.
4, TOP OF FOUNDATIONS VARY VS. HIGH POINT IN ROAD
( VARIANCE IS REQUESTED)
5. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-H20 UNLESS NOTED.
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY LINE STAKING.
7. 'ALL STORM RUNOFF TO BE CONTAINED ON SITE.
B. 6' LOAM AND SEED ALL DISTURBED AREAS NOT PAVED.
9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED.
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
11. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS, SCHEMATICS SHOWN.
12. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS.
13. ALL BUILDING ROOF RUNOFF TO BE PIPED TO DRYWELLS AS SHOWN.
B'SCH40 PVC AT 1% MIN. PIPING, SEE BUILDING PLANS FOR EXACT DOWNSPOUT LOCATIONS.
DRYWELLS 6' X 4' 600 GALLON LEACHPIfS WITH 4' WASHED STONE ALL AROUND (TYP.)
14. ALL BUILDINGS OVER 7500 SF TO BE SPRINKLED, PN VALV-S REQUIRED,
15. PROVIDE LACK BOXES AT ALL GATED ENTRANCES AND AT SPRINKLED BUILDINGS TO
YARMOUTH FIRE DEPT. STANDARDS.
16, PARKING LOT TO BE SWEPT ANNUALLY AFTER LAST SNOWFALL BOTTOM OF RETENTION
BASIN TO BE INSPECTED ANNUALLY, AND SEDIMENT REMOVED AS REQUIRED TO PREVENT
STANDING WATER OR REFUSE ACCUMULATION. SITE OWNER IS RESPONSIBLE FOR MAINTENANCE
17. ALL UTILITY SERVICES TO BUILDING AND LIGHTING TO BE UNDERGROUND.
18. SPACES TO BE INDICATED WITH SIGNAGE: RESERVED FOR CAR POOL PARTICIPANTS'
o
MAP 73 LOT 10
484 WILLOW STREET
OMMONWEALTH ELECTRIC
EXISTING 12"0 WATER MAIN
a<v
TREE LINE REPRESENTS
APPROXIMATE ON SITE OPEN SPACE
AREA, SEE SHEET 2 FOR EXACT
CONSERVATION RESTRICTION UNE
I A
25'R y'
i
UTILITY POLE
MAP 83 LOT 22 -----_--
PROPOSED 3' CAL TREE
/
PARKING TREE
N/F YARMOUTH CAMPGROUND ASSOC. INC.
OR BUFFER TREE AS REQ.
OWNER/APPLICANT:
s
oc
-� QD
DRAINAGE MANHOLE
C-
GUY WIRE
FIRE HYDRANT
C
0
a
ELECTR
GAS GATE
ARCHITECT. PETER
LIGHT POLE
.106
20' MAX. HT.
�(5
WATER GATE
SEE
PROP. GRADE
GRADING
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PLAN
PROP. CONTOUR
TMS
SOIL TEST HOLE
III TEBLM.360P4 OF C.B. III
0
N
n
U
J
EXISTING TREES OF AT LEAST 4' CALIPER THAT EXIST IN BUFFER ZONES SHALL BE
RETAINED. IF SUCH TREES DO NOT EXIST, 3' CALIPER TREES SHALL BE PLANTED AT
INTERVALS OF AT MOST 20' (301.4.4) C YP. ALL BUFFERS)
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWNON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CUR 15.00 TITLE 5.
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD29.
4, TOP OF FOUNDATIONS VARY VS. HIGH POINT IN ROAD
( VARIANCE IS REQUESTED)
5. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-H20 UNLESS NOTED.
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY LINE STAKING.
7. 'ALL STORM RUNOFF TO BE CONTAINED ON SITE.
B. 6' LOAM AND SEED ALL DISTURBED AREAS NOT PAVED.
9. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED.
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
11. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS, SCHEMATICS SHOWN.
12. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS.
13. ALL BUILDING ROOF RUNOFF TO BE PIPED TO DRYWELLS AS SHOWN.
B'SCH40 PVC AT 1% MIN. PIPING, SEE BUILDING PLANS FOR EXACT DOWNSPOUT LOCATIONS.
DRYWELLS 6' X 4' 600 GALLON LEACHPIfS WITH 4' WASHED STONE ALL AROUND (TYP.)
14. ALL BUILDINGS OVER 7500 SF TO BE SPRINKLED, PN VALV-S REQUIRED,
15. PROVIDE LACK BOXES AT ALL GATED ENTRANCES AND AT SPRINKLED BUILDINGS TO
YARMOUTH FIRE DEPT. STANDARDS.
16, PARKING LOT TO BE SWEPT ANNUALLY AFTER LAST SNOWFALL BOTTOM OF RETENTION
BASIN TO BE INSPECTED ANNUALLY, AND SEDIMENT REMOVED AS REQUIRED TO PREVENT
STANDING WATER OR REFUSE ACCUMULATION. SITE OWNER IS RESPONSIBLE FOR MAINTENANCE
17. ALL UTILITY SERVICES TO BUILDING AND LIGHTING TO BE UNDERGROUND.
18. SPACES TO BE INDICATED WITH SIGNAGE: RESERVED FOR CAR POOL PARTICIPANTS'
o
MAP 73 LOT 10
484 WILLOW STREET
OMMONWEALTH ELECTRIC
EXISTING 12"0 WATER MAIN
a<v
TREE LINE REPRESENTS
APPROXIMATE ON SITE OPEN SPACE
AREA, SEE SHEET 2 FOR EXACT
CONSERVATION RESTRICTION UNE
I A
25'R y'
i
6' CHAIN LINK FENCE W/ GATE (WAY) 553.18 -
----'"' ---'�' U.S.A C/0 FAA
- - __---- �_---
CU)
OPEN SPACE LOT
CONSERVATION RESTRICTION TO BE ENACTED
LOT 2
131,102 SF
3.01 AC.t
(otj'94so
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� F (n-p\?5• C9Yp� ��f
CGVC%
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N� \ J083 Bs'
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po LOT 1 \
278,789 SF
? 6.40 AC.t
TREE LINE REPRESENTS
APPROXWATE ON SITE OPEN SPACE
?87 Sr SOAREA, SEE SHEET 2 FOR EXACT p P
CONSERVATION RESTRICTION LINE J /
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APPROX. EXISTING / i' ' /
FENCELIN
EXISTING LBUILDING
1484 WILLOWOWSTREET TREET \\/\
COMMONWEALTH ELECTRIC //EXISTING O.H. ELECTRIC
MAP 73 LOT 8
#484 WILLOW STREET
COMMONWEALTH ELECTRIC
k
GATE
SILT FENCE &
HAYBALE LINE
25'R
7
10' BUFFE!� /
/ \
/_`N`_ -87'I5'21" E \ / OLD TOWN HOUSE ROAD \ N 87
UNCONSTRUCTED WAY
EO' COUNTI' LAYOUT \ \
MAP 73 LOT 7/
TOWN OF YARMOUTH \
' / \
Oo' // \
)' /
0.0 /
EXISTING OVERGROWN BIT. CONC. ROAD
g,
INHABITANTS OF THE TOWN OF BARNSTA13LE
MAP 83 LOT 13
N/F DONALD F.
HENDERSON
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MAP 73 LOT 3
N/F DONALD F.
HENDERSON
/
MAP 83 LOT 22 -----_--
EXIT
/
7
N/F YARMOUTH CAMPGROUND ASSOC. INC.
_-�----- -�_
OWNER/APPLICANT:
s
oc
EXISTING 10' WIDE DIRT ROAD N82-55'05"E-`_�._---"'�-
!-�_----�'- _ r
MAP 83 LOT
6' CHAIN LINK FENCE W/ GATE (WAY) 553.18 -
----'"' ---'�' U.S.A C/0 FAA
- - __---- �_---
CU)
OPEN SPACE LOT
CONSERVATION RESTRICTION TO BE ENACTED
LOT 2
131,102 SF
3.01 AC.t
(otj'94so
\
\ ti ?p eVFF qS 6j'?0'3B'
� F (n-p\?5• C9Yp� ��f
CGVC%
CTF0)
\ \ o RgS?33
N� \ J083 Bs'
\ 'Oj
po LOT 1 \
278,789 SF
? 6.40 AC.t
TREE LINE REPRESENTS
APPROXWATE ON SITE OPEN SPACE
?87 Sr SOAREA, SEE SHEET 2 FOR EXACT p P
CONSERVATION RESTRICTION LINE J /
?�CF
8 Sp�Fi 0
c�
/ �DjNC
M
4
1�T „Tyr y I3s a
po m
°NF Sf
S/b
20 Op'
hP`� ^408
/ \
y ��
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/ �/ i o 5
yk04 4`l lrD 920 /��'
V / /
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o�` d
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041,
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APPROX. EXISTING / i' ' /
FENCELIN
EXISTING LBUILDING
1484 WILLOWOWSTREET TREET \\/\
COMMONWEALTH ELECTRIC //EXISTING O.H. ELECTRIC
MAP 73 LOT 8
#484 WILLOW STREET
COMMONWEALTH ELECTRIC
k
GATE
SILT FENCE &
HAYBALE LINE
25'R
7
10' BUFFE!� /
/ \
/_`N`_ -87'I5'21" E \ / OLD TOWN HOUSE ROAD \ N 87
UNCONSTRUCTED WAY
EO' COUNTI' LAYOUT \ \
MAP 73 LOT 7/
TOWN OF YARMOUTH \
' / \
Oo' // \
)' /
0.0 /
EXISTING OVERGROWN BIT. CONC. ROAD
g,
INHABITANTS OF THE TOWN OF BARNSTA13LE
MAP 83 LOT 13
N/F DONALD F.
HENDERSON
N)
N
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MAP 73 LOT 3
N/F DONALD F.
HENDERSON
ASSh;SSDRS MAP 73 PARCEL 9.2 (OLD 63 Si + S6)
PLAN REF. LCP 37201B
ZONING DISTRICT: B3
SETBACKS: 70' FRONT*, 70' SIDE*, 30' REAR
MAX BUIPING COVERAGE 35% *ABUTS OLD TOWN HOUSE ROAD
MAX IMPI';12VIOUS COVERAGE: 707'
GROUNDWe TER OVERLAY DISTRICT: APD (SITE IS IN A ZONE 11)
FLDODZONE: C (YAR, PANEL 3)
EXISTING USE: VACANT LAND
PROPOSED USE: 0 PROFESSIONAL SERVICES (OFFICE BUILDINGS)
MAP 73 LOT 2 F3 WAREHOUSING (SELF -STORAGE FACILITY)
N/F DONALD F.
HENDERSON
PROPOSED BUILDING COVERAGE: 54,060/278,789 = 19.4% < 35% O.K.
PAVE/WALKS IMPERVIOUS COVERAGE 99,853/278,789 35.8%
TOTAL IMPERVIOUS COVERAGE: 153,913/278,789 = 55.27. < 70% O.K.
20' WATER EASEMENT
MAP 73 PCL 6
TOWN OF YARMOUTH
PARKING CALCULATIONS:
OFFICE USE: 26,508 SF X 1/200 SF - 132.54 SPACES REQ.
STORAGE USE: 40,450 SF (1/600)= 67.41 SPACES REQUIRED
199.95 SPACES REQUIRED
164 SPACES PROVIDED (INCL. 6 ACCESSIBLE SPACES)
36 SPACES RESERVED FOR FUTURE EXPANSION IF OCCUPANCY INCREASES.
(200 SPACES TOTAL CAPACITY)
TREE CALL: 200 SPACES X 1 TREE/8 CARS 25 REQ.
(27) 3' CALIPER PARKING TREES SHOWN -
SEPTIC CALCULATIONS:
LOT 1
OFFICE 26420 (.075) - 1982 GPD
(NO STORAGE FLOW)
NOTE: 278789SF (440 GPD/40000 SF)= 3066 GPD ALLOWED
USE 1988 GPD DESIGN FLOW
USE 7000 GAL S/T (4500 AND 2400 GAL COMPARTMENTS)
USE 3000 GAL P/C
USE 30' X 90' LEACHING FIELD (.74)=1998 CPD > 1988 O.K.
no
/
O
EXIT
CAPE
7
YARMOUTH
MID CApE HIGHWAY
AY
OWNER/APPLICANT:
s
oc
2U,
297 NORTH STEET
LOCUS
C
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a
ELECTR
Q°
ARCHITECT. PETER
/
.106
MAIN STREET
J�\G\QP1'
PH. 1-781-438-0900
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v
CML ENGINEER: DOWN CAPE ENGINEERING INC.
939 MAIN STREET
yN
YARMOUTHPORT, MA 02675
PH. 362-4541
FAX. 362-9880
LOCUS
MAP
SCALE 1"
= 2083'
ASSh;SSDRS MAP 73 PARCEL 9.2 (OLD 63 Si + S6)
PLAN REF. LCP 37201B
ZONING DISTRICT: B3
SETBACKS: 70' FRONT*, 70' SIDE*, 30' REAR
MAX BUIPING COVERAGE 35% *ABUTS OLD TOWN HOUSE ROAD
MAX IMPI';12VIOUS COVERAGE: 707'
GROUNDWe TER OVERLAY DISTRICT: APD (SITE IS IN A ZONE 11)
FLDODZONE: C (YAR, PANEL 3)
EXISTING USE: VACANT LAND
PROPOSED USE: 0 PROFESSIONAL SERVICES (OFFICE BUILDINGS)
MAP 73 LOT 2 F3 WAREHOUSING (SELF -STORAGE FACILITY)
N/F DONALD F.
HENDERSON
PROPOSED BUILDING COVERAGE: 54,060/278,789 = 19.4% < 35% O.K.
PAVE/WALKS IMPERVIOUS COVERAGE 99,853/278,789 35.8%
TOTAL IMPERVIOUS COVERAGE: 153,913/278,789 = 55.27. < 70% O.K.
20' WATER EASEMENT
MAP 73 PCL 6
TOWN OF YARMOUTH
PARKING CALCULATIONS:
OFFICE USE: 26,508 SF X 1/200 SF - 132.54 SPACES REQ.
STORAGE USE: 40,450 SF (1/600)= 67.41 SPACES REQUIRED
199.95 SPACES REQUIRED
164 SPACES PROVIDED (INCL. 6 ACCESSIBLE SPACES)
36 SPACES RESERVED FOR FUTURE EXPANSION IF OCCUPANCY INCREASES.
(200 SPACES TOTAL CAPACITY)
TREE CALL: 200 SPACES X 1 TREE/8 CARS 25 REQ.
(27) 3' CALIPER PARKING TREES SHOWN -
SEPTIC CALCULATIONS:
LOT 1
OFFICE 26420 (.075) - 1982 GPD
(NO STORAGE FLOW)
NOTE: 278789SF (440 GPD/40000 SF)= 3066 GPD ALLOWED
USE 1988 GPD DESIGN FLOW
USE 7000 GAL S/T (4500 AND 2400 GAL COMPARTMENTS)
USE 3000 GAL P/C
USE 30' X 90' LEACHING FIELD (.74)=1998 CPD > 1988 O.K.
no
/
O
COMMONWEALTH ELECTRIC
CAPE
/
O)
W.YARMOUTH, MA 02673
OWNER/APPLICANT:
BORNSTEIN COMPANIES
GLADSTONE LP
297 NORTH STEET
HYANNIS, MA 02601
PH. 775-9316
FAX. 775-6526
ARCHITECT. PETER
/
r
FLAG
A
ATE
/ 4
OPEN / BORDERING VEGETATED WETLAND
SPACE DELINEATION BY DOWN CAPE ENGINEERING INC.
/ �FLAp 2/01 VERIFIED BY HAMLYN CONSULTING 5/01
/ 5
CONTACTS:
FORMER OWNER:
COMMONWEALTH ELECTRIC
CAPE
484 WILLOW STREET
OFFICE
W.YARMOUTH, MA 02673
OWNER/APPLICANT:
BORNSTEIN COMPANIES
GLADSTONE LP
297 NORTH STEET
HYANNIS, MA 02601
PH. 775-9316
FAX. 775-6526
ARCHITECT. PETER
F. DIMEO ASSOCIATES INC.
.106
MAIN STREET
STONEHAM, MA 02180
PH. 1-781-438-0900
FAX. 1-781-438-5940
CML ENGINEER: DOWN CAPE ENGINEERING INC.
939 MAIN STREET
YARMOUTHPORT, MA 02675
PH. 362-4541
FAX. 362-9880
OPEN SPACE CALCULATIONS:
LOT AREA: 278,789 SF (0.65)=181,213 SF (4.16 AC.) OPEN SPACE REQUIRED!
ON SITE CONSV. RESTRICTED OPEN SPACE - 81,916 SF (1.88 AC.)
OFF SITE CONSV. RESTRICTED OPEN SPACE REO. = 99,297 SF (2.28 AC.)
PROPOSED 131,102 SF (3.01 AC.) OFF SITE OPEN SPACE PARCEL TO BE
PRESERVED ALONG WITH 81,916 SF (1.88 AC.) ON-SITE OPEN SPACE
213,018 SF (4.89 AC.) TOTAL CONSV. REST, OPEN SPACE PROVIDED
GENERAL ARRANGEMENT
SITE PLAN
OF LAND IN WEST YARMOUTH, MA
CAPE
LIGHT COMMON'
OFFICE
PARK AND STORAGE CENTER
SCALE: 1"
= 40' DATE: 7-19-9r
REVISED: 1-08
REVISED: 2-1
REVISED: 3 -
REVISED:
REVISED
REVISF
40 0
40
PREPARED FOR:
BORNSTEIN COMPANIES
297 NORTH STREET
HYANNIS, MA
SHEET 1 OF 4 939 m4