HomeMy WebLinkAbout63 Thacher Shore Definitive Sub - RECORDED PB 672 Page 82�A
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NOTES:
NO DWELLING OR UNIT SHALL BE BUILT ON ANY LOT
WITHOUT FIRST SECURING, FROM THE HEALTH DEPARTMENT.,
THE DISPOSAL WORKS CONSTRUCTION PERMIT REQUIRED
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FOR THE INSTILLATION OF A SUBSURFACE SEWAGE y y I, SYSTEM.
L THE CONSTRUCTION OF ALL WAYS AND THE: INSTALLATION
OF ALL MUNICIPAL SERMCES :SHALL BE COMPLETED IN
ACCORDANCE WITH THE APPLICABLE RULES AND
REGULATIONS OF THE PLANNING BOARD WIl"HIN FOUR (4)
YEARS FROM THE DATE OF DEFINITIVE PLAN APPROVAL
FAILURE TO SO COMPLETE SHALL AUTOMATICALLY RESCIND
9s)5>XO�2�opBg�Nk APPROVAL OF THE PLAN
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a WILLIAM BEARD
NATHANSON FAMILY CBDH 5
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THE FOLLOWING WAIVERS WERE GRANTED:
1. THE REQUIREMENT FOR THE REQUIRED CURB RADIUS TO BE TANGENTIAL TO THE EXISTING
ROADWAY, AS OUTLINED IN SECTION 4.2.1 (I);
2.REDUC'OON OF THE MINIMUM RIGHT -OR -WAY WIDTH REQUIREMEEN"F OUTLINED IN BECTON 4.2.2
FROM 40 FEET TO 20 FEET;
o • ', _ 3.THE REQUIREMENT TO SHOW PAVEMENT IN THE STREET PLAN CROSS SECTIONS, AS OUTLINED 114
a ni SECTION 4.2.5;
4.THE REQUIREMENT FOR A CIRCULAR TURN-AR,DUND, AS OUTLINED IN SECTION 4.2.6 (B), IN FAVOR
OF A 16 FOOT WIDE TEE TURN -AROUND, AS SHOWN ON THE APPROVED PLAN;
5.THE REQUIREMENT TO REMOVE UNSUITABLE MATERIAL (IF ANY) FOR 5 FEET ON EITHER SIDE OF
THE WAY, AS OUTLINED IN SECTION 5.1.2;
6.THE REQUIREMENT FOR A BITUMINOUS CONCRETE: ROAD SURFACE, AS OUTLINED IN SECTION 5.1.5;
7.REDUCTION OF THE MINIMUM ROAD SURFACE WIDTH OUTLINED IN SECTION 5.1.6 FROM 20 FEET TO
STEPHEN K:LUG 12 FEET;
DB 25826 PG 201 &THE REQUIREMENT FOR BITUMINOUS BERMS, AS OUTLINED IN SECTION 5.2;
9.THE REQUIREMENT FOR STRUCTURED DRAINAGE, AS OUTLINED IN SECTION 4.4 (DRAINAGE) AND
SECTION 5.4.2 (STORM DRAINAGE SYSTEM), TO ALLOW FOR COUNTRY STYLE DRAINAGE CONSISTING
CBDH OF GRASSED SWALES WITH CHECK DAMS; AND
FIND / 10. THE REQUIREMENT FOR ELECTRIC POWER AND CABLE TO BE (BURIED WITHIN THE LIMITS OF THE
I CBDH ROAD (RIGHT-OF-WAY, AS OUTLINED IN SECTION 5.4.3 (UNDERGROUND WIRING), I'0 ALLOW FOR
II I 1FND THE ELECTRIC AND CABLE SERVICE ONLY TO 13E BURIED WITH114 AN EASEMENT OUTSIDE THE ROAD
RIGHT-OF-WAY.
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THE FOLLOWING CONDITIONS OF APPROVAL ARE IMPOSED:
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Iz) 1. THE ROAD SHALL FOREVER REMAIN UNPAVED AND SHALL BE CONSTRUCTED (AND MAINTAINED),
II ^° AS SHOWN ON THE APPROVED PLAN, WITH 12 INCHES OF PROCESSED GRAVEL, MEETING THE
FOUNDATION SPECIFICATIONS OF SECTION 5.1.4, WITH A TOP COURSE CONSISTING OF A 2 INCH
E3: THICK LAYER OF' 34 INCH BLUE STONE.
o II 2.THE ROAD SHALL REMAIN UN -NAMED AND TREATED AS A DRIVEWAY. NO TOWN SERVICES FOR
PAVING, MAINTENANCE, REPLACEMENT, REPAIR, OR SNOW PLOWING WILL BE PROVIDED, NOR SHALL
ci ¢ o THE TOWN PROVIDE ANY MAINTENANCE, REPLACEMENT, OR REPAIR OF THE DRAINAGE SYSTEM OR
F• ANY BURIED UTILITIES.
y� h &THE DRAINAGE .SYSTEM SHALL ADHERE TO ALL THE REQUIREMENTS OUTLINED IN THE
`F DETERMINATION OF APPLICABILITY ISSUED BY THE YARMOUTH CCNSERVATION COMMISSION. DATED
MARCH( 7, 2017.. THE DRAINAGE SYSTEM SHALL BE OPERATED AND MAINTAINED IN ACCORDANCE
WITH THE STORIdWATER OPERATIONS AND MAINTENANCE PLAN FOR #63 THACHER SHORE ROAD,
STANLEY PUDLCIW A,; o YARMOUTH PORT, PREPARED BY DOWN CAPE ENGINEERING AND LAST REVISED MARCH 2, 2017,
S NLEY UD OW vj 4.A SPRINKLER SYSTEM WILL BE REQUIRED FOR ANY RESIDENTIAL STRUCTURE. THE WATER LINE
CISPISo SHALL BE SIZED TO ACCOMMODATE THE RESIDENTIAL SPRINKLER SYSTEM.
0 2 5.000RDINATE LOCATION OF WATERMAIN AND THE METER PIT WITH THE WATER DEPARTMENT. TIHE
n WATERMAIN SHALL HAVE A MINIMUM OF 5' SEPARATION WITH OTHER UTILITIES. SHOW PROPOSED
/ a / GAS MAIN ON ALL PLANS AND SECTIONS AND COORDINATE LOCATION OF ALL UTILITIES ON THE
CBDH... SUBDIMSION PLANS AND PWADE REVISED PLANS TO THE PLANNING DEPARTMENT FOR APPROVAL
FND i I CBDH PRIOR TO START OF CONSTRUCTION.
FND 6. APPROVAL IS CONDITIONED UPONISSUANCE OF A WASTEWATER DISPOSAL WORKS CONSTRUCTI(N!
.� PERMIT FROM THE YARMOUTH HEALTH DEPARTMENT.
At 7.THE APPLICANT WILL COMPLETE THE SAID WAYS AND UTILITIES SO AS TO COMPLY NTH THE
PROVISIONS OF THE RULES & REGULATIONS OF THE PLANNING BOARD WITHIN FOUR (4) YEARS OF
�) APPROVAL OF THE DEFINITIVE PLAN MODIFICATION.
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WILLIAM N. YARMOUTH CONSERVATION I
MATHESON JR. TRUST
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DS 680D PG 2 P'1
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ROBERT J. CALDERONE
DB 12059 PG 212
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RICHARD N. HIPP
DB 9493 IPG 236
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DAVID H. SWIFT c
DB 286 PAGE: 561
P37375
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20
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581'3722"E
ROUTB' SA
LOT 7B
AREA = 61,420± S.F.
OR
1.41± ACRES
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CHARLES TAFRA
DB 23290 PG 130
VINCENT ZUCCALA ' 1
DB 29134 PAGE 223 I
I
FOR REGISTRY USE
KENNITH MUDIIE
DB 7737 PG 5
LOCUS MAP
SCALE 1"=1000'±
ASSESSORS MAP 122 PARCEL. 24
LOCUS IS WITHIN FEMA FLOOD ZONE X
AS SHOWN ON COMMUNITY PANEL
#25001C0559J DATED 7/16/2014
LAND ,AREA SUMMARY
GROSS AREA OF SUBDIVISION 81,200 S.F. 1.86 AC.
GROSS AREA OF ROAD 19,780 S.F. 0.45 AC.
NET AREA OF LOT 7B 61,420 S.F. 1.41 AC:.
THERE ARE NO WETLANDS WITHIN THE SUBDIVISION
ZONING SUMMARY
ZONING DISTRICT: R40 RESIDENTIAL
MIN. LOT SIZE 40,000 S.F.
MIN. LOT FRONTAGE 150'
MIN. FRONT SETBACK 30
MIN. SIDE SETBACK 20
MIN. REAR SETBACK 20
MAX. LOT COVERAGE 25%
OWNER OF RECORD
DAVID SWIFT
138 ROUTE 6A
YARMOUTHPORT, MA 02675
REFERENCES
PROBATE #37375
PLAN BOOK. 433 PAGE 55
PLAN BOOK', 601 PAGE 49
131 LA CLERK OF THE TOWN
OF Y UTH, HEREBY CERTIFY THAT NOTICE
OF APPROVAL OF THIS PLAN BY THE YARMOUTH
PLANNING BOARD HAS BEEN RECEIVED AIVD
RECORDED AT THIS OFFICE AND NO NOTICE
OF APPEAL WAS RECEIVED DURING THE
TWENTY DAYS NEXT AFTER SUCH RECEIPT
AND RECORDING OF SAID N(CE.
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DATE TOWN CLERK
DATE OF APPLICATION - DEFINITIVE'1/ic�/o
DATE OF APPROVAL - DEFINITIVE r0lalf/-f
YARMOUTH PLANNING BOARD
FFIEDRICK. A. DYKA
DB 8346 PG 15EI THIS PLAN IS SUBJECT TO A
COVENANT AND AGRIEEMENT FILED
WITH THE REGISTRY OF' DEEDS.
DEFINITIVE SUBDIVISION
PLAN OF IL AND
IN
YARMOUTH PORT, MIA
PREPARED FOR —
DAVID S'VVIFT
DATE: MAY 5, 2017
REV.: JUNE 21, 2017
Scale:l"== 40'
1 CERTIFY THAT THIS PLAN WAS MADE IN
ACCORDANCE NTH REGISTRY OF DEEDS o 20 40 60 50 100 FEET
REGULATIONS EFFECTIVE JANIZARY 1, Pr7 81508-362-4881
Im 508-362-9800
1976. AND A'i AMENDED JANUARY 7,
1988.
�<r)"° down cape engineering, inc.
DANIELO. 1 E
A u CIVIL NGE
INERS
.
xo4a m
LAND SURVEYORS
t 939 main St. yarmouthport, ma 02675
DATE DANIEL A. OJALA, P.L.S.
05-00> SWIFT PROFILE.::
APPROVAL UNDER THE SUBDIVISION
PAUL GRIMBLE
CONTROL LAW IS REQUIRED_
DB 26901 PG 144
-- --
� «lie N
?16017
.
BRIAN O'HEARN
i) IDB 25199 PG 136—
FFIEDRICK. A. DYKA
DB 8346 PG 15EI THIS PLAN IS SUBJECT TO A
COVENANT AND AGRIEEMENT FILED
WITH THE REGISTRY OF' DEEDS.
DEFINITIVE SUBDIVISION
PLAN OF IL AND
IN
YARMOUTH PORT, MIA
PREPARED FOR —
DAVID S'VVIFT
DATE: MAY 5, 2017
REV.: JUNE 21, 2017
Scale:l"== 40'
1 CERTIFY THAT THIS PLAN WAS MADE IN
ACCORDANCE NTH REGISTRY OF DEEDS o 20 40 60 50 100 FEET
REGULATIONS EFFECTIVE JANIZARY 1, Pr7 81508-362-4881
Im 508-362-9800
1976. AND A'i AMENDED JANUARY 7,
1988.
�<r)"° down cape engineering, inc.
DANIELO. 1 E
A u CIVIL NGE
INERS
.
xo4a m
LAND SURVEYORS
t 939 main St. yarmouthport, ma 02675
DATE DANIEL A. OJALA, P.L.S.
05-00> SWIFT PROFILE.::