HomeMy WebLinkAbout0 Willow Street - Cape Light Compact - Site Plan 6A
LEGEND:
III EL 360 4 OF C.B. III
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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) (TYP. ALL BUFFERS)
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON 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) &ND 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.
BALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 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.
8. 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. CC,ORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS, SCHEMATICS SHOWN.
12. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS.
13. ALL BUILDING F.00F RUNOFF TO BE PIPED TO DRYWELLS AS SHOWN.
6"SCH40 PVC A" l% MIN. PIPING, SEE BUILDING PLANS FOR EXACT DOWNSPOUT LOCATIONS.
DRYWELL5 6' X 4' 600 GhLLON LLACHPiTS WITH 4' WASHED STONE ALL AROUND (TYP.)
14. ALL BUILDINGS OVER 7500 SF TO BE SPRINKLED, PN VALVES REQUIRED.
15. PROVIDE LOCK BOXES AT ALL GATED ENTRANCES AND AT SPRINKLED BUILDINGS TO
YARMOUTH FIRE DEPT. STANDARDS.
16. PARKING LOT TO 8E 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.
EXISTING 12"0
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04 AREA, SEE SHEET 2 FOR EXACT
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MAP 73 LOT 10
1484 WILLOW STREET
COMMONWEALTH ELECTRIC
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MAP 83 LOT 22 __.-►a""�''..�'�- _ -- _ - -_
N/F YARMOUTH CAMPGROUND ASSOC. INC.--
OT 14
EXSTING 10' WIDE DIRT ROAD NS255.05E ,�►�""'-._.,_.--�`� �-•�J �� USA C/O FAA
(',TAY) � _ -�• _ ._-- _ -,. _"
6' CHAIN LINK FENCE W/ GATE g53.1 3 _.�---
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OPEN S PACE LOT MAP 83 LOT 13
HEN ERSONNF DONALO F.
CONSERVATION RESTRICTION TO BE ENACTED
IAT 2
131,102 SF
3.01 AC.t
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kiOF' �(�/�If//A'
lB(/ S s�58.3g. COU,
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APPROX. EXISTING
FENCELINE
/
EXISTING OFFICE BUILDING
#484 WILLOW STREET /
COMMONWEALTH ELECTRIC //EXISTING O.H. ELECTRIC MAP 73 LOT 8
/ / k #484 WILLOW STREET
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TREE UNE REPRESENTS
APPROXIMATE ON SITE OPEN SPACE
AREA, SEE SHEET 2 FOR EXACT
CONSERVATION RESTRICTION LINE
2L�7Br7 9 SF
6.40 AC.f
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UTILITY POLE
FORMER OWNER:
PROPOSED 3" CAL. TREE
/
PARKING TREE
/
OR BUFFER TREE AS REQ.
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DRAINAGE MANHOLE
C-
GUY WIRE
Y
FIRE HYDRANT
BOO
GAS GATE
LIGHT POLE
20' MAX. HT.
�5
�v
WATER GATE
SEE
PROP. GRADE
GRADING
STONEHAM. MA D2180
PLAN
PROP, CONTOUR
THS
SOIL TEST HOLE
III EL 360 4 OF C.B. III
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n
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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) (TYP. ALL BUFFERS)
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON 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) &ND 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.
BALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 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.
8. 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. CC,ORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS, SCHEMATICS SHOWN.
12. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS.
13. ALL BUILDING F.00F RUNOFF TO BE PIPED TO DRYWELLS AS SHOWN.
6"SCH40 PVC A" l% MIN. PIPING, SEE BUILDING PLANS FOR EXACT DOWNSPOUT LOCATIONS.
DRYWELL5 6' X 4' 600 GhLLON LLACHPiTS WITH 4' WASHED STONE ALL AROUND (TYP.)
14. ALL BUILDINGS OVER 7500 SF TO BE SPRINKLED, PN VALVES REQUIRED.
15. PROVIDE LOCK BOXES AT ALL GATED ENTRANCES AND AT SPRINKLED BUILDINGS TO
YARMOUTH FIRE DEPT. STANDARDS.
16. PARKING LOT TO 8E 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.
EXISTING 12"0
$� =ry a4�
,o
OOJ o.
nj 0'R
Jmv
L
REE '!NE FEPRESENTS
G APPF?_,:!MATE ON SUE OPEN SPACE
04 AREA, SEE SHEET 2 FOR EXACT
y CONSERVATION RESTRICTION LINE
QJ
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MAP 73 LOT 10
1484 WILLOW STREET
COMMONWEALTH ELECTRIC
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MAP 83 LOT 22 __.-►a""�''..�'�- _ -- _ - -_
N/F YARMOUTH CAMPGROUND ASSOC. INC.--
OT 14
EXSTING 10' WIDE DIRT ROAD NS255.05E ,�►�""'-._.,_.--�`� �-•�J �� USA C/O FAA
(',TAY) � _ -�• _ ._-- _ -,. _"
6' CHAIN LINK FENCE W/ GATE g53.1 3 _.�---
\ll
OPEN S PACE LOT MAP 83 LOT 13
HEN ERSONNF DONALO F.
CONSERVATION RESTRICTION TO BE ENACTED
IAT 2
131,102 SF
3.01 AC.t
(PUBO4O
S0• Tplw
kiOF' �(�/�If//A'
lB(/ S s�58.3g. COU,
\ `0j N °NS�OC,
x /
1040/46
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P-
'S
do-
67
APPROX. EXISTING
FENCELINE
/
EXISTING OFFICE BUILDING
#484 WILLOW STREET /
COMMONWEALTH ELECTRIC //EXISTING O.H. ELECTRIC MAP 73 LOT 8
/ / k #484 WILLOW STREET
/ O OMMONWEALTH ELECTRIC
/ / x
ry/
TREE UNE REPRESENTS
APPROXIMATE ON SITE OPEN SPACE
AREA, SEE SHEET 2 FOR EXACT
CONSERVATION RESTRICTION LINE
2L�7Br7 9 SF
6.40 AC.f
y �
73500 \ / n
/ W
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>SA,
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303
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10' BUFFEg-/ / \ N 87
136.20'
/ N 8715'21" E OLD TOWN HOUSE ROAD
/ \ UNCONSTRUCTED WAY
/-�•\ /�\ 60' :AUNTY LAYOUT �'♦
MAP 73 LOT 7/
TOWN OF YARMOUTH \
/ /
INHABITANTS OF THE TOWN OF
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MAP 73 LOT 3
N/F DONALD F.
HENDERSON
E
FORMER OWNER:
EXIT
7
/
MID CAPE HIGHWAY
/
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CV
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LOCUS p
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C
ELECTR
$
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FAX. 775-6526
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10' BUFFEg-/ / \ N 87
136.20'
/ N 8715'21" E OLD TOWN HOUSE ROAD
/ \ UNCONSTRUCTED WAY
/-�•\ /�\ 60' :AUNTY LAYOUT �'♦
MAP 73 LOT 7/
TOWN OF YARMOUTH \
/ /
INHABITANTS OF THE TOWN OF
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MAP 73 LOT 3
N/F DONALD F.
HENDERSON
E
MAP 73 LOT 2
HE DOE SONO F
20' WATER EASEMENT
MAP 73 PCL 6
TOWN OF YARMOUTH
ASSESSORS MAP 73 PORTION OF PCIS 8 & 30 (OLD 63 St + S6)
& MAP 73 PCL 4 (OLD 63-C4)
PLAN REF. LCP 37201B
ZONING DISTRICT: B3
SETBACKS: 70' FRONT•, 70' SIDE*, 30' REAR
MAX BUILDING COVERAGE 35% *ABUTS OLD TOWN HOUSE ROAD
MAX IMPERVIOUS COVERAGE: 70%
GROUNDWATER OVERLAY DISTRICT: APD (SITE IS IN A ZONE 11)
FLOODZONE: C (YAR. PANEL 3)
EXISTING USE: VACANT LAND, UNCONSTRUCTED WAY.
PROPOSED USE: 0 PROFESSIONAL SERVICES (OFFICE BUILDINGS)
F3 WAREHOUSING (SELF -STORAGE FACILITY)
PROPOSED BUILDING COVERAGE: 54,104/278,789 = 19.4`.1 < 35% O.K.
PAVE/WALKS IMPERVIOUS COVERAGE: 109,228/278,789 39.2%
TOTAL IMPERVIOUS COVERAGE: 163,332/278,789 �'S� < 70% O.K.
PARKING CALCULATIONS:
OFFICE USE: 26,508 SF X 1/200 SF 13254 SPACES REQ.
STORAGE USE: 40,450 SF (/1/600)1 67.41 SPACES REQUIRED
199.95 SPACES REQUIRED
200 SPACES PROVIDED (INCL. 7 ACCESSIBLE SPACES)
TREE CALC: 200 SPACES X 1 TREE/6 CARS - 25 REQ.`
CALIPER PARKING TREES SHOWN
SEPTIC CALCULATIONS:
SEPTIC
OFFICE 26508 (.075) - 1988 GPD
(NO STORAGE FLOW)
NOTE: 278789SF (440 GPD/40000 SF)- 3066 GPD ALLOWED
USE 1988 GPD DESIGN FLOW
USE 7000 GAL S1 (4500 AND 2400 GAL COMPARTMENTS)
USE 3000 GAL P/C
USE 30' X 90' LEACHING FIELD (.74)-1998 GPD > 1988 O.K.
FORMER OWNER:
EXIT
7
YARMOUTH
CAMPGROUND
MID CAPE HIGHWAY
/
O
13ORNSTEIN COMPANIES
T
/
LOCUS p
0
C
ELECTR
$
r
FAX. 775-6526
ARCHITECT: PETER
F. DIMEO ASSOCIATES INC.
106 MAIN STREET
STONEHAM. MA D2180
PH. 1-781-438-0900
FAX. 1-781-438-5940
CML ENGINEER: DOWN CAPE ENGINEERING INC.
939 MAIN STREET
LOCUS
MAP
SCALE I"=
2083'
FAX. 362-9880
MAP 73 LOT 2
HE DOE SONO F
20' WATER EASEMENT
MAP 73 PCL 6
TOWN OF YARMOUTH
ASSESSORS MAP 73 PORTION OF PCIS 8 & 30 (OLD 63 St + S6)
& MAP 73 PCL 4 (OLD 63-C4)
PLAN REF. LCP 37201B
ZONING DISTRICT: B3
SETBACKS: 70' FRONT•, 70' SIDE*, 30' REAR
MAX BUILDING COVERAGE 35% *ABUTS OLD TOWN HOUSE ROAD
MAX IMPERVIOUS COVERAGE: 70%
GROUNDWATER OVERLAY DISTRICT: APD (SITE IS IN A ZONE 11)
FLOODZONE: C (YAR. PANEL 3)
EXISTING USE: VACANT LAND, UNCONSTRUCTED WAY.
PROPOSED USE: 0 PROFESSIONAL SERVICES (OFFICE BUILDINGS)
F3 WAREHOUSING (SELF -STORAGE FACILITY)
PROPOSED BUILDING COVERAGE: 54,104/278,789 = 19.4`.1 < 35% O.K.
PAVE/WALKS IMPERVIOUS COVERAGE: 109,228/278,789 39.2%
TOTAL IMPERVIOUS COVERAGE: 163,332/278,789 �'S� < 70% O.K.
PARKING CALCULATIONS:
OFFICE USE: 26,508 SF X 1/200 SF 13254 SPACES REQ.
STORAGE USE: 40,450 SF (/1/600)1 67.41 SPACES REQUIRED
199.95 SPACES REQUIRED
200 SPACES PROVIDED (INCL. 7 ACCESSIBLE SPACES)
TREE CALC: 200 SPACES X 1 TREE/6 CARS - 25 REQ.`
CALIPER PARKING TREES SHOWN
SEPTIC CALCULATIONS:
SEPTIC
OFFICE 26508 (.075) - 1988 GPD
(NO STORAGE FLOW)
NOTE: 278789SF (440 GPD/40000 SF)- 3066 GPD ALLOWED
USE 1988 GPD DESIGN FLOW
USE 7000 GAL S1 (4500 AND 2400 GAL COMPARTMENTS)
USE 3000 GAL P/C
USE 30' X 90' LEACHING FIELD (.74)-1998 GPD > 1988 O.K.
i
FORMER OWNER:
COMMONWEALTH ELECTRIC
484 WILLOW STREET
/
O
13ORNSTEIN COMPANIES
/
297 NORTH STEET
HYANNIS, MA 02601
PH. 775-9316
FAX. 775-6526
i
0 /
/ FLAG
/ 4
0
/ BORDERING VEGETATED WETLAND
D OPEN // DELINEATION BY DOWN CAPE ENGINEERING INC.
PACE _._..- r FLAG 2/01
/ 5
CONTACTS:
FORMER OWNER:
COMMONWEALTH ELECTRIC
484 WILLOW STREET
W.YARMOUTH, MA 02673
OWNER/APPLICANT:
13ORNSTEIN 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 D2180
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
%i
0 /
/ FLAG
/ 4
0
/ BORDERING VEGETATED WETLAND
D OPEN // DELINEATION BY DOWN CAPE ENGINEERING INC.
PACE _._..- r FLAG 2/01
/ 5
CONTACTS:
FORMER OWNER:
COMMONWEALTH ELECTRIC
484 WILLOW STREET
W.YARMOUTH, MA 02673
OWNER/APPLICANT:
13ORNSTEIN 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 D2180
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 (0.85)-181,213 SF (4.16 AC.) OPEN SPACE REQUIRED
ON SITE CONSV. RESTRICTED OPEN SPACE - 73,645 SF (1.69 AC.)
OFF SITE CONSV. RESTRICTED OPEN SPACE REQ. - 107,568 SF (2.47 AC.)
PROPOSED 131,102 SF (3.01 AC.) OFF SITE OPEN SPACE PARCEL TO BE
PRESERVED ALONG WITH 73,645 SF (1.69 AC.) ON-SITE OPEN SPACE
204,747 SF+ (4.70 AC.+) TOTAL CONSV. REST, OPEN SPACE PROVIDED
GENERAL ARRANGEMENT
SITE PLAN
OF LAND IN WEST YARMOUTH, MA
CAPE LIGHT COMMONS
OFFICE PARK AND STORAGE CENTER
SCALE: 1" = 40' DATE: 7-19-99
REVISED: 1-08-01
REVISED: 2-13-01
REVISED: 3-01-01
REVISED: 4-27-01
40 0 40 80 120 Feet
PREPARED FOR: 1°a 5508-362-9880
BORNSTEIN COMPANIES
297 NORTH STREET
HYANNIS, MA down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
SHEET i OF 3 939 main St. yarmouthport, ma 02675