HomeMy WebLinkAbout0 Willow Street - Cape Light Compact - Site Plan 9in
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MAP 83 • • • ._/f-MR116OU'TH CAMPGROUND Assor. INC. —ING UTILITY POLE (TYP.)
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IMAP�83 LOT 13
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EXISTING TREES OF AT LEAST 4' CALIPER THAT EXIST IN BUFFER ZONES SHALL 13E
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)
EXISTING 12"0 WATER MAIN
EAST SIDE WILLOW rREET
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• � ' � ' �� •fie?
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
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MAP 73 LQT 3
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
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05
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE q �y�� �p% , °0 qy a \ \ 36.H $ ASSESSORS MAP 73 PORTION OF PCIS 8 & 10 (OLD 63 51 + S6)
`(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR Q� O• �Q „ ��� /? ~ �� \ ` ! N & MAP 73 PCL 4 (OLD 63—C4)
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. .4 ae o y o 3y850
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS 2, ` `'� ° % ' o SS j� \ ;; PLAN REF. LCP 372011
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDISIDN REGULATIONS y
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ZONING DISTRICT: B3
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. Of� 0 f 6 p \ / /A! �� SETBACKS: 30' FRONT*, 30' SIDE*, 30' REAR
AND YARMOUTH HEALTH REGULATIONS. EMERGENCY ACCESS o 4 Oo 8 \ 36
r- •� *Vy�-fir �,3 MAX BUII.DING COVERAGE 357: *ASSUMES OLD TOWN HOUSE ROAD
3. VERTICAL DATUM IS NGVD29. 12" REPROCESSED ASPHALT HARDENER o �� x +9Ylk S /Sr / T`• �a O \ n' I SETBACK RELIEF GRANTED, 70' WITHOUT
EMERGENCY ACCESS DRIVE WITH yy�o S S - ?'YD X00 p ` A� 15 y0' `� vv�ss��P !u�! \ MAX IMPERVIOUS COVERAGE: 70%
4. TOP OF FOUNDATIONS VARY VS. HIGH POINT IN ROAD 4" LOAM & SEED OVER (TYP.) h'�7 Oil / .p •.S^"'•"�S 9S ��R , W t o GROUNDWATER OVERLAY DISTRICT: APD (SITE IS 1N A ZONE 11)
( VARIANCE IS REQUESTED) RAIL FENCE WITH REMOVABLE
�0 0 oA ® R /j/ii // ?� / / \ _ III
CENTER POSTTOBLOCK ACCESS .� / 's, / FLOODZONE: C (YAR. PANEL 3)
5. DESIGN LOADING FOR ALL PRECAST UNITS o / /
70 BE AASHTO-H20 UNLESS NOTED. / s 300 / \ ^ .\� o \ �` E / r'� - n EXISTING USE: VACANT LAND, UNCONSTRUCTED WAY.
z� ' ' I H-o`er r 'O PROPOSED USE: 0 PROFESSIONAL SERVICES (OFFICE BUILDINGS)
6, THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO J- /,� ° q, • p o ; \ \ $ / 15 E` ��`� / 111 MAP 73 L 2 F3 WAREHOUSING
BE USED FOR PROPERTY LINE STAKING o / �, `� j /
. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. `� `�/ �� �� O S R \ L REMOVAL �\ °P `° ' +' h, \ \ e 30 N/F DO D F.
/� \ o / $j MENDE ON
8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. ` `� y \ \ �•U �`p� ? O Q / $ \ / a N s LOT 1
J. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. / ` ® \ \ �`� �bq "� ° h ' \ \ / ^J amu\ PROPOSED BUILDING COVERAGE: 82,900/278789-29.7% < 35% O.K.
r
/ \3d+ \ \ ?r \`�fS n \,r PAVE/WALKS IMPERVIOUS COVERAGE: 111911/278789= 40.1%
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT / / \ \ So ` — J
COMPONENTS
N BY BOARD OF HEALTH AND PERMISSION OBTAINED / / / \ \ \ \ \ \ 9, \ gCES / / / \ TOTAL IMPERVIOUS COVERAGE: 194811 278769 = 69.9% < 70% O.K.
FROM BOARD. OF HEALTH. \
w / � \I//I�y ` PROPOSED BUILDING COVERAGE: 18978 131102® 14.5% < 35% O.K.
11. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS, SCHEMATICS SHOWN. O / / \ \ \ \ \ \C`•. / � , ; / / \ /
12. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS: —� w '� \ \ \Fy'CO\ /% ,� ;// 20' WATER EASEMENT PAVE/WALKS IMPERVIOUS COVERAGE:' 60620/131102= 46.2%
/ \ \ \ \ \ \ / ,3 / 292'72 /OLD TOWPS HOUSE ROAD \ n n TOTALIMPERVIOUSCOVERAGE: 79596 731102= 60.7X < 70X O.K.
13. ALL OFFICE BUILDING ROOF RUNOFF TO BE PIPED TO DRYWELLS AS SHOWN. -------- ----- -
h \ \ \\ / \ / UNCONSTRUCTED WAY ''� ^O
6"SCH40 PVC AT 1% MIN. PIPING, SEE BUILDING PLANS FOR EXACT DOWNSPOUT LOCATIONS. v/ /r7• `� 60' COUNTY YOUT \
DRYWELLS 6' X 4' 600 GALLON LEACHPITS WITH 4' WASHED STONE ALL AROUND (TYP.) �`, \ \_ \ \ ...., / ?,g - / �� ,\ / \ MAP 7 ..,,..r.rnrr••."�'•
/ I/SEGPON THROUGH LOCUS TO B�' ! 7 cr'_ 6
CGNSrTcUGTEv' :L', I �..•:iT.0 TOWN Cf ,ARMOU`N1
/ FORMER OWNER: COMMONWEALTH ELECTRIC
484 WILLOW STREET
//� \ \ f5 gyp' ,,' �•� / \\- W.YARMOUTH, MA 02673 I.
/ / \ 278,789 S / \ OWNER/APPLICANT: BORNSTEIN COMPANIES
s � w / \ \ � � \ \ \ \ 6.40 AC.f / � �, '� ,• / /
/ \ GLADSTONE LP
4�'j� / \
MAP 73 LOT 7
EXISTING SPEED LIMB SIGN f�Rys \\ / %r 0
G.lu ST ', / > / TOWN OF YARMOUTH
fv
OVERGROWN BIT. CONC. ROAD
\
297 NORTH STEET
HYANNIS, MA 02601
PH. 775-9316
FAX. 775-6526
ARCHITECT: PETER F. DIMED 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
\/NO W 3 /
/ s SEPTIC CALCULATIONS:
," '/�� \/ LOT 1
i OFFICE 26500 (075) 1988 GPO
(NONOT STORAGE FLOW) .
TMe N j 9 \ � \ : '• NOTE: 278789SF (440 GPD/40000 SF)- 3066 GPO ALLOWED
r / \ \ •�•� \ yro S / 3 INHABITANTS OF THE TOWN OF BARN BLE �^ USE 7000 GAL S USE 1988 GPD DESIGN
FLOW
AND 2400 GAL COMPARTMENTS)
(� / \ • (r f \ n 30 i I AIRPORT APPROACH LIGHTING S EASEMENT USE 3000 GAL P/C
USE 30' X 90' LEACHING FIELD (.74)=1998 GPO > 1988 O.K.
!?sem �^ \ \ \� / W I OOFFl E: 11970 SF(.075)-898 GPD DESIGN FLOW
ORq NOTE: 131,1D2 SF(440 GPD/40000 SF)= 1442 GPD ALLOWED
.. •� \ \\ " 3 S 9V \ a �' \ ,<
USE 2000GGAL S/7 USE 898 N( 000 GAL S/T 500 GAL P/C FOR BANK)
/NG \ rr� USE 2D00 GAL P/C
6. G • k �� I 00 USE 30' X 42' LEACHING FIELD (.74) - 932 GPD > 898 O.K.
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\\ Sof°Rr ,29�' \ . ® o SITE PLAN
P a \ \� w # I I OF LAND IN WEST YARMOUTH, MA
CAPE LIGHT COMMONS
MAP 73 LOT 10 3B \•U00 \ y 37 1
#484 WILLOW STREET S R ® OFFICE PARK AND STORAGE CENTER
COMMONWEALTH ELECTRIC \ N a
SCALE: 1" = 40' DATE: 7-19-99
REVISED: 2-13-01
/ J �' 96 S •� \ W
1 � '
+ / , 6: W
/ i' ' \\low�_�,W by SSW OF Mq J� 9T MqJ: 40 0 40 80 120 Feet
APPROX. EXISTING / ,' / 6.4 j oARNE H.Cy�, Fri ARNE ��y�
FENCELINE / ,' �,� / i oJA LA PREPARED FOR:
/ S Cl H
TH7 No. 792 0. 2634 �o¢ tax •50088 302-OMOs
BORNSTEIN COMPANIES
EXISTING OFFICE BUILDING / x / / /o�'o T �� S°Q ��/ `� 297 NORTH STREET
f484 WILLOW STREETlON
// A A( OJALA PL DATE HYANNIS, MA down cape engineering, Inc.
COMMONWEALTH ELECTRIC / EXISTING O.H. ELECTRIC \\\ MAP 73 LOT B
#484 WILLOW EET - `
2 ONWEAL ELECTRIC - CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yBrmouthport, ma 02675
SHEET 1 OF 2
EXIT
UND
MIMID
CAPE H-IGWCAMPGO
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LOCUS
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ELECTR
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LOCUS
MAP
SCALE 1" =
2083'
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE q �y�� �p% , °0 qy a \ \ 36.H $ ASSESSORS MAP 73 PORTION OF PCIS 8 & 10 (OLD 63 51 + S6)
`(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR Q� O• �Q „ ��� /? ~ �� \ ` ! N & MAP 73 PCL 4 (OLD 63—C4)
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. .4 ae o y o 3y850
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS 2, ` `'� ° % ' o SS j� \ ;; PLAN REF. LCP 372011
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDISIDN REGULATIONS y
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ZONING DISTRICT: B3
ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. Of� 0 f 6 p \ / /A! �� SETBACKS: 30' FRONT*, 30' SIDE*, 30' REAR
AND YARMOUTH HEALTH REGULATIONS. EMERGENCY ACCESS o 4 Oo 8 \ 36
r- •� *Vy�-fir �,3 MAX BUII.DING COVERAGE 357: *ASSUMES OLD TOWN HOUSE ROAD
3. VERTICAL DATUM IS NGVD29. 12" REPROCESSED ASPHALT HARDENER o �� x +9Ylk S /Sr / T`• �a O \ n' I SETBACK RELIEF GRANTED, 70' WITHOUT
EMERGENCY ACCESS DRIVE WITH yy�o S S - ?'YD X00 p ` A� 15 y0' `� vv�ss��P !u�! \ MAX IMPERVIOUS COVERAGE: 70%
4. TOP OF FOUNDATIONS VARY VS. HIGH POINT IN ROAD 4" LOAM & SEED OVER (TYP.) h'�7 Oil / .p •.S^"'•"�S 9S ��R , W t o GROUNDWATER OVERLAY DISTRICT: APD (SITE IS 1N A ZONE 11)
( VARIANCE IS REQUESTED) RAIL FENCE WITH REMOVABLE
�0 0 oA ® R /j/ii // ?� / / \ _ III
CENTER POSTTOBLOCK ACCESS .� / 's, / FLOODZONE: C (YAR. PANEL 3)
5. DESIGN LOADING FOR ALL PRECAST UNITS o / /
70 BE AASHTO-H20 UNLESS NOTED. / s 300 / \ ^ .\� o \ �` E / r'� - n EXISTING USE: VACANT LAND, UNCONSTRUCTED WAY.
z� ' ' I H-o`er r 'O PROPOSED USE: 0 PROFESSIONAL SERVICES (OFFICE BUILDINGS)
6, THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO J- /,� ° q, • p o ; \ \ $ / 15 E` ��`� / 111 MAP 73 L 2 F3 WAREHOUSING
BE USED FOR PROPERTY LINE STAKING o / �, `� j /
. 7. ALL STORM RUNOFF TO BE CONTAINED ON SITE. `� `�/ �� �� O S R \ L REMOVAL �\ °P `° ' +' h, \ \ e 30 N/F DO D F.
/� \ o / $j MENDE ON
8. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. ` `� y \ \ �•U �`p� ? O Q / $ \ / a N s LOT 1
J. ALL SEPTIC PIPING SCH-40 PVC UNLESS NOTED. / ` ® \ \ �`� �bq "� ° h ' \ \ / ^J amu\ PROPOSED BUILDING COVERAGE: 82,900/278789-29.7% < 35% O.K.
r
/ \3d+ \ \ ?r \`�fS n \,r PAVE/WALKS IMPERVIOUS COVERAGE: 111911/278789= 40.1%
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT / / \ \ So ` — J
COMPONENTS
N BY BOARD OF HEALTH AND PERMISSION OBTAINED / / / \ \ \ \ \ \ 9, \ gCES / / / \ TOTAL IMPERVIOUS COVERAGE: 194811 278769 = 69.9% < 70% O.K.
FROM BOARD. OF HEALTH. \
w / � \I//I�y ` PROPOSED BUILDING COVERAGE: 18978 131102® 14.5% < 35% O.K.
11. COORDINATE UTILITY INSTALLATION WITH APPROPRIATE VENDORS, SCHEMATICS SHOWN. O / / \ \ \ \ \ \C`•. / � , ; / / \ /
12. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS: —� w '� \ \ \Fy'CO\ /% ,� ;// 20' WATER EASEMENT PAVE/WALKS IMPERVIOUS COVERAGE:' 60620/131102= 46.2%
/ \ \ \ \ \ \ / ,3 / 292'72 /OLD TOWPS HOUSE ROAD \ n n TOTALIMPERVIOUSCOVERAGE: 79596 731102= 60.7X < 70X O.K.
13. ALL OFFICE BUILDING ROOF RUNOFF TO BE PIPED TO DRYWELLS AS SHOWN. -------- ----- -
h \ \ \\ / \ / UNCONSTRUCTED WAY ''� ^O
6"SCH40 PVC AT 1% MIN. PIPING, SEE BUILDING PLANS FOR EXACT DOWNSPOUT LOCATIONS. v/ /r7• `� 60' COUNTY YOUT \
DRYWELLS 6' X 4' 600 GALLON LEACHPITS WITH 4' WASHED STONE ALL AROUND (TYP.) �`, \ \_ \ \ ...., / ?,g - / �� ,\ / \ MAP 7 ..,,..r.rnrr••."�'•
/ I/SEGPON THROUGH LOCUS TO B�' ! 7 cr'_ 6
CGNSrTcUGTEv' :L', I �..•:iT.0 TOWN Cf ,ARMOU`N1
/ FORMER OWNER: COMMONWEALTH ELECTRIC
484 WILLOW STREET
//� \ \ f5 gyp' ,,' �•� / \\- W.YARMOUTH, MA 02673 I.
/ / \ 278,789 S / \ OWNER/APPLICANT: BORNSTEIN COMPANIES
s � w / \ \ � � \ \ \ \ 6.40 AC.f / � �, '� ,• / /
/ \ GLADSTONE LP
4�'j� / \
MAP 73 LOT 7
EXISTING SPEED LIMB SIGN f�Rys \\ / %r 0
G.lu ST ', / > / TOWN OF YARMOUTH
fv
OVERGROWN BIT. CONC. ROAD
\
297 NORTH STEET
HYANNIS, MA 02601
PH. 775-9316
FAX. 775-6526
ARCHITECT: PETER F. DIMED 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
\/NO W 3 /
/ s SEPTIC CALCULATIONS:
," '/�� \/ LOT 1
i OFFICE 26500 (075) 1988 GPO
(NONOT STORAGE FLOW) .
TMe N j 9 \ � \ : '• NOTE: 278789SF (440 GPD/40000 SF)- 3066 GPO ALLOWED
r / \ \ •�•� \ yro S / 3 INHABITANTS OF THE TOWN OF BARN BLE �^ USE 7000 GAL S USE 1988 GPD DESIGN
FLOW
AND 2400 GAL COMPARTMENTS)
(� / \ • (r f \ n 30 i I AIRPORT APPROACH LIGHTING S EASEMENT USE 3000 GAL P/C
USE 30' X 90' LEACHING FIELD (.74)=1998 GPO > 1988 O.K.
!?sem �^ \ \ \� / W I OOFFl E: 11970 SF(.075)-898 GPD DESIGN FLOW
ORq NOTE: 131,1D2 SF(440 GPD/40000 SF)= 1442 GPD ALLOWED
.. •� \ \\ " 3 S 9V \ a �' \ ,<
USE 2000GGAL S/7 USE 898 N( 000 GAL S/T 500 GAL P/C FOR BANK)
/NG \ rr� USE 2D00 GAL P/C
6. G • k �� I 00 USE 30' X 42' LEACHING FIELD (.74) - 932 GPD > 898 O.K.
i >t;�
\\ Sof°Rr ,29�' \ . ® o SITE PLAN
P a \ \� w # I I OF LAND IN WEST YARMOUTH, MA
CAPE LIGHT COMMONS
MAP 73 LOT 10 3B \•U00 \ y 37 1
#484 WILLOW STREET S R ® OFFICE PARK AND STORAGE CENTER
COMMONWEALTH ELECTRIC \ N a
SCALE: 1" = 40' DATE: 7-19-99
REVISED: 2-13-01
/ J �' 96 S •� \ W
1 � '
+ / , 6: W
/ i' ' \\low�_�,W by SSW OF Mq J� 9T MqJ: 40 0 40 80 120 Feet
APPROX. EXISTING / ,' / 6.4 j oARNE H.Cy�, Fri ARNE ��y�
FENCELINE / ,' �,� / i oJA LA PREPARED FOR:
/ S Cl H
TH7 No. 792 0. 2634 �o¢ tax •50088 302-OMOs
BORNSTEIN COMPANIES
EXISTING OFFICE BUILDING / x / / /o�'o T �� S°Q ��/ `� 297 NORTH STREET
f484 WILLOW STREETlON
// A A( OJALA PL DATE HYANNIS, MA down cape engineering, Inc.
COMMONWEALTH ELECTRIC / EXISTING O.H. ELECTRIC \\\ MAP 73 LOT B
#484 WILLOW EET - `
2 ONWEAL ELECTRIC - CIVIL ENGINEERS
LAND SURVEYORS
939 main st, yBrmouthport, ma 02675
SHEET 1 OF 2