HomeMy WebLinkAboutRDA - Plan 100 Washington31.86' TO SILLPARCEL ID:
287_116
AREA=15,979 S.F.
(0.37 ACRES)WASHINGTON AVENUEPUBLIC - 45' WIDEGGGGGGGGGGGG
G
G GGG
G
G
G
G G G G G G G G G G
OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW
OHWOHWOHWOHWOHWOHWOHWOHWGW W W W W W
WWWWWWWWWWW6.78'TOWOODS
SEEE
S
W
OHW
G
E
E
E
16.06' TO EAVEM.S.P.C.S. (
N
A
D
8
3
)
31'
40'
15.1'31.3'21'21'12.5'28.3'28'11'39.3'22.6'
61.97' TO EAVE15.26' TO EAVE72.4'
TO SILL
18.10' TO SILLPARCEL ID:
287_116_001
AREA=18,533 S.F.
(0.43 ACRES)
7.5'
TO SILL
87'10.71'TOSILL29.2'
TO SILL
AVENUEMOUNT VERNON AVENUEHYANNIS AVENUEROADQUAIL LANEEDGEHILL
WASHINGTO
N
IYANOUGH AVENUEMAYWOOD AV
E
HYANNIS
HARBOR
LOCUS
20 0 20 40 8010
SCALE: 1" = 10'
1" = 10'
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGN
ENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.
UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS AN
INFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILL
BE SUBJECT TO PROSECUTION.
DIMENSIONS ARE AS INDICATED.
USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMS
AND CONDITIONS SET FORTH IN ACCOMPANYING PROJECT
DOCUMENTATION.
IT IS THE RESPONSIBILITY OF THE USER TO CONFIRM
DISCREPANCIES WITH THE ENGINEER PRIOR TO USE.
PURPOSE:
LOCUS:
PREPARED FOR:
DRAWING TITLE:
CAD TECH:CHECKED BY:
ENGINEER:DATE:
SCALE:
SHEET:
REVISIONS
LOCUS MAP
NOT TO SCALE
GREEN SEAL ENVIRONMENTAL, LLC
114 STATE ROAD, BUILDING B
SAGAMORE BEACH, MA 02562
TEL: (508) 888-6034
FAX: (508) 888-1506
WWW.GSEENV.COM
1
NO.
2
3
4
5
DATE COMMENT
6
7
8
9
10
REQUEST FOR
DETERMINATION OF
APPLICABILITY
100 WASHINGTON AVE
BARNSTABLE, MA
ARCHWRIGHT, LLC
22 DEPOT ST, FL. 2
DUXBURY, MA 02332
EXISTING CONDITIONS PLAN
JDO
SDC APRIL 1, 2025
V-100
1.HORIZONTAL DATUM IS BASED UPON MASSACHUSETTS STATE PLANE COORDINATE SYSTEM, ML ZONE (NAD83) IN FEET.
2.VERTICAL DATUM IS BASED UPON NAVD88 IN FEET.
3.SURVEYED DURING THE MONTH OF NOVEMBER, 2024.
4.BOOK AND PAGE INFORMATION IS DEPICTED HEREON ACQUIRED THROUGH BARNSTABLE COUNTY AND/OR TOWN OF
BARNSTABLE REGISTRY OF DEEDS.
5.UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE BASED UPON VISIBLE, ABOVE GROUND EVIDENCE AND RECORD
INFORMATION AND ARE ONLY APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR TAKING ALL NECESSARY PRECAUTIONS BEFORE
BEGINNING ANY EXCAVATION. (DIGSAFE 1-888-344-7233)
6.THE PROPERTY IS LOCATED IN FLOOD ZONE X, AS PER FEMA FIRM NUMBER 25001C0568J, EFFECTIVE DATE JULY 16, 2014.
7.WETLANDS SHOWN HEREON WERE DELINEATED BY GARRETT TUNISON ON 10/31/2024, AND LOCATED BY INSTRUMENT SURVEY
ON 11/5/2024 BY GREEN SEAL ENVIRONMENTAL.
8.SEPTIC SYSTEM COMPONENTS ARE SHOWN AS PER AS-BUILT INFORMATION ON FILE WITH THE BARNSTABLE BOARD OF HEALTH.
9.OWNER:ZIG HARBOR LLC
168 HOOK ROAD
BEDFORD, NY 10506
10.DEED TO LOCUS IS RECORDED IN THE BARNSTABLE COUNTY REGISTRY OF DEEDS AT BOOK 28806, PAGE 317.
PLAN REFERENCES
- LC 42214A
- LC 19844D
- LC 19844H
- PLAN BOOK 98, PAGE 67
WASHINGTON AVENUEPUBLIC - 45' WIDEGG
G GGGG
G
G
G
G G G G G G G G G G
OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW
GW W W W W W
WWWWWWWWWWWS
SEEE
E
E
M.S.P.C.S. (
N
A
D
8
3
)
COORDINATE WATER SHUT
OF WITH WATER
DEPARTMENT
COORDINATE
OVERHEAD WIRE
REMOVAL UTILITY
COORDINATE CUT
& CAP OF GAS
UTILITY
REMOVE CARPORT &
COLUMNS
R&D COVERED PORCH TO
BUILDING EAVE
R&D BRICK PORCH
R&D SUNROOM
R&D DECK AND SHED ROOF
R&D OUTDOOR SHOWER &
ENCLOSURE
R&D CONCRETE PAD
R&D WOOD DECKECECECECECECECECECECECECECECECECECECECECEC
ECECECECECECECECECECECR&D UTILITY POLE AND
METER
C&G BRUSH
AND TREES
REMOVE SOD AND LOAM.
LOWER GRADE TO
ACCESS BUILDING SILL
30' +/-
20' +/-
16' +/-
DISCONNECT BUILDING
SEWER
REMOVE ABANDONED
UTILITY LINES
INSTALL TEMPORARY
CONSTRUCTION FENCE AND
GATE
P&P CARRIAGE HOUSE
F&I EROSION CONTROL
BARRIER (C-500)
-LIMIT OF WORK-
SOIL STOCKPILE AREA
SOIL STOCKPILE AREAECECEC
EC
EC EC
EC
E
C
ECECECECECECECECECECECECECECECECECECECECEC
EC
EC EC
EC
E
C
ECECECECECECECECECECECECECECECECECECP&P SEPTIC TANK
P&P LEACHING FIELD
CONSTRUCTION DEBRIS
DUMPSTERS
EC
EC
EC
EC
EC
EC
ECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECF&I EROSION CONTROL
BARRIER (C-500)
-LIMIT OF WORK-
AVENUEMOUNT VERNON AVENUEHYANNIS AVENUEROADQUAIL LANEEDGEHILL
WASHINGTO
N
IYANOUGH AVENUEMAYWOOD AV
E
HYANNIS
HARBOR
LOCUS
20 0 20 40 8010
SCALE: 1" = 10'
1" = 10'
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGN
ENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.
UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS AN
INFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILL
BE SUBJECT TO PROSECUTION.
DIMENSIONS ARE AS INDICATED.
USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMS
AND CONDITIONS SET FORTH IN ACCOMPANYING PROJECT
DOCUMENTATION.
IT IS THE RESPONSIBILITY OF THE USER TO CONFIRM
DISCREPANCIES WITH THE ENGINEER PRIOR TO USE.
PURPOSE:
LOCUS:
PREPARED FOR:
DRAWING TITLE:
CAD TECH:CHECKED BY:
ENGINEER:DATE:
SCALE:
SHEET:
REVISIONS
LOCUS MAP
NOT TO SCALE
GREEN SEAL ENVIRONMENTAL, LLC
114 STATE ROAD, BUILDING B
SAGAMORE BEACH, MA 02562
TEL: (508) 888-6034
FAX: (508) 888-1506
WWW.GSEENV.COM
1
NO.
2
3
4
5
DATE COMMENT
6
7
8
9
10
REQUEST FOR
DETERMINATION OF
APPLICABILITY
100/112 WASHINGTON AVE
BARNSTABLE, MA
ARCHWRIGHT, LLC
22 DEPOT ST, FL. 2
DUXBURY, MA 02332
DEMOLITION PLAN
JDO
SDC APRIL 1, 2025
C-100
NOTES:
1.THE PROPOSED WORK IS WITH IN 100-FEET OF A VEGETATED WETLAND AND A FILING WITH THE CONSERVATION COMMISSION IS
REQUIRED PRIOR TO ANY CONSTRUCTION.
2.ALL EROSION CONTROLS MUST BE INSTALLED AND INSPECTED PRIOR TO ANY CONSTRUCTION.
3.EXCAVATED SOILS SHALL NOT BE INSTALLED WITHIN THE 100-FT BUFFER ZONE.
4.ALL CONSTRUCTION DEBRIS SHALL BE STORED IN CONTAINERS AND DISPOSED OFF-SITE IN ACCORDANCE WITH ALL fEDERAL,
STATE AND LOCALE LAWS.
5.THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SANITARY FACILITIES DURING CONSTRUCTION.
6.A CONCRETE TRUCK WASH OUT STATION SHALL BE ESTABLISHED OUTSIDE THE 100-FT BUFFER ZONE. THE STATION SHALL BE
LABELED AND MAINTAINED UNTIL ALL CONCRETE POUR OPERATIONS ARE COMPLETE.
P&P PRESERVE AND PROTECT
F&I FURNISH AND INSTALL
R&D REMOVE AND DISPOSE
WASHINGTON AVENUEPUBLIC - 45' WIDEGGG G G
W
WWWWWWWWWWWE
E
M.S.P.C.S. (
N
A
D
8
3
)ECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECPROPOSED EAVE
OVERHANG
F&I CONCRETE
ACCESS STAIRS
F&I 12" Ø COLUMN
SUPPORT W/
CONTINUOUS FOOTING
PAD FOOTING
4" VENEER SHELF
PORTE COCHEREPAD FOOTINGPROPOSED EAVE
OVERHANG
F&I 12" C.I.P
CONCRETE
FOUNDATION
COVERED PORCH
F&I 4" C.I.P.
CONCRETE CELLAR
FLOOR
F&I 4" C.I.P. CONCRETE
CELLAR FLOOR
F&I 4-FT FROST WALL
W/ CONTINUOUS
FOOTING
PATIO18.2' TOEAVE20.6' TO COL.15.5' TOEAVE18.1' TOFNDLOAM & SEED
DISTURBED
AREAS
FORMER LIMIT
OF EXISTING
DWELLING
F&I TEMPORARY
CONSTRUCTION
FENCE (C-500)
F&I LOAM & EROSION
CONTROL BARRIER
(C-500)
F&I LOAM & EROSION
CONTROL BARRIER, AS
NEEDED (C-500)
FORMER LIMIT
OF EXISTING
DWELLING
16 151514EC
EC
EC
EC
EC
EC
ECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECAREA OF ADDITION
185 SF
LOAM & SEED
DISTURBED
AREAS
AVENUEMOUNT VERNON AVENUEHYANNIS AVENUEROADQUAIL LANEEDGEHILL
WASHINGTO
N
IYANOUGH AVENUEMAYWOOD AV
E
HYANNIS
HARBOR
LOCUS
20 0 20 40 8010
SCALE: 1" = 10'
1" = 10'
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGN
ENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.
UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS AN
INFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILL
BE SUBJECT TO PROSECUTION.
DIMENSIONS ARE AS INDICATED.
USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMS
AND CONDITIONS SET FORTH IN ACCOMPANYING PROJECT
DOCUMENTATION.
IT IS THE RESPONSIBILITY OF THE USER TO CONFIRM
DISCREPANCIES WITH THE ENGINEER PRIOR TO USE.
PURPOSE:
LOCUS:
PREPARED FOR:
DRAWING TITLE:
CAD TECH:CHECKED BY:
ENGINEER:DATE:
SCALE:
SHEET:
REVISIONS
LOCUS MAP
NOT TO SCALE
GREEN SEAL ENVIRONMENTAL, LLC
114 STATE ROAD, BUILDING B
SAGAMORE BEACH, MA 02562
TEL: (508) 888-6034
FAX: (508) 888-1506
WWW.GSEENV.COM
1
NO.
2
3
4
5
DATE COMMENT
6
7
8
9
10
REQUEST FOR
DETERMINATION OF
APPLICABILITY
100/112 WASHINGTON AVE
BARNSTABLE, MA
ARCHWRIGHT, LLC
22 DEPOT ST, FL. 2
DUXBURY, MA 02332
MATERIALS & LAYOUT PLAN
SDC JDO
SDC APRIL 1 2025
C-101
ZONING CLASSIFICATION: RF-1 (§240-13.E)
REQUIRED EXISTING PROPOSED
(MAIN HOUSE EAVE)
FRONT SETBACK 30'61.98'62.3'
SIDE SETBACK 15'15.26'15.5'
REAR SETBACK 15'139.54'144.6'
MAX BUILDING HEIGHT 30'32.50' *NO CHANGE
MIN LOT AREA 43,560 SF 34,332 SF *NO CHANGE
MIN LOT WIDTH 125'132.2'NO CHANGE
MIN LOT FRONTAGE 20'132'NO CHANGE
NOTES:
1.THE PURPOSE OF THIS PLAN IS TO SEEK A PARTIAL DEMOLITION PERMIT FFOM THE BARNSTABLE HISTORIC COMMISSION FOR A
DWELLING BUILD IN 1920. (REFER TO THE APPLICATION'S PROJECT NARRATIVE).
2.THE OWNER INTENDS ON LIFTING THE HOUSE AND INSTALLING A NEW CONCRETE FOUNDATION. THE EXISTING HOUSE WILL BE
PLACED ON THE NEW FOUNDATION IN THE GENERAL VICINITY OF WHERE IS SITE NOW.
3.THE PROPOSED WORK IS WITH IN 100-FEET OF A VEGETATED WETLAND AND A FILING WITH THE CONSERVATION COMMISSION IS
REQUIRED PRIOR TO ANY CONSTRUCTION.
4.NO WORK IS PROPOSED ON THE CARRIAGE HOUSE UNDER THIS APPLICATION.
5.REFER TO THE ARCHITECTURAL PLANS FOR EXACT DIMENSIONS AND DETAILS.
* PRE-EXISTING NON-CONFORMING
AVENUEMOUNT VERNON AVENUEHYANNIS AVENUEROADQUAIL LANEEDGEHILL
WASHINGTO
N
IYANOUGH AVENUEMAYWOOD AV
E
HYANNIS
HARBOR
LOCUS
AS NOTED
THESE DRAWINGS ARE THE PROPERTY OF THE DESIGN
ENGINEER, GREEN SEAL ENVIRONMENTAL, LLC.
UNAUTHORIZED REPRODUCTION FOR ANY PURPOSE IS AN
INFRINGEMENT UPON COPYRIGHT LAWS. VIOLATORS WILL
BE SUBJECT TO PROSECUTION.
DIMENSIONS ARE AS INDICATED.
USE OF THIS PLAN CONSTITUTES ACCEPTANCE OF TERMS
AND CONDITIONS SET FORTH IN ACCOMPANYING PROJECT
DOCUMENTATION.
IT IS THE RESPONSIBILITY OF THE USER TO CONFIRM
DISCREPANCIES WITH THE ENGINEER PRIOR TO USE.
PURPOSE:
LOCUS:
PREPARED FOR:
DRAWING TITLE:
CAD TECH:CHECKED BY:
ENGINEER:DATE:
SCALE:
SHEET:
REVISIONS
LOCUS MAP
NOT TO SCALE
GREEN SEAL ENVIRONMENTAL, LLC
114 STATE ROAD, BUILDING B
SAGAMORE BEACH, MA 02562
TEL: (508) 888-6034
FAX: (508) 888-1506
WWW.GSEENV.COM
1
NO.
2
3
4
5
DATE COMMENT
6
7
8
9
10
REQUEST FOR
DETERMINATION OF
APPLICABILITY
100/112 WASHINGTON AVE
BARNSTABLE, MA
ARCHWRIGHT, LLC
22 DEPOT ST, FL. 2
DUXBURY, MA 02332
DETAILS
SDC JDO
SDC APRIL 1, 2025
C-500
STRAW BALE
10 mil PLASTIC LINING
VARIES
10' MINIMUM
SECTION B-B
10 mil PLASTIC LINING
B B
PLAN
TYPE "ABOVE GRADE"
WITH STRAW BALES
2"
8"
NOTES:
1.ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
2.MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
OF THE WORK AND DISPOSED OF OR RECYCLED.
3.HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
STABILIZED TO PREVENT EROSION.
4.MUST BE LOCATED >50 FT AWAY FROM INLETS/WATERWAYS
UNLESS THERE IS NO OTHER PRACTICAL ALTERNATIVE.
NATIVE
MATERIAL
(OPTIONAL)
WOOD OR
METAL
STAKES (2
PER BALE)
STAPLES
(2 PER
BALE)
STAPLE LINING TO BALES5' MINIMUM
SET STAKE 10° FROM
VERTICAL TOWARD
UPSLOPE SIDE
SILT FENCE FILTER
FABRIC
MIN 12" WATTLES
GROUND SURFACE
TAMPED
BACKFILL SET FABRIC INTO
GRADE & FOLD UP
SLOPE
EROSION CONTROL BARRIER DETAIL
NOT TO SCALE
NOTES:
1.SILT FENCE AND POSTS FROM APPROVED MANUFACTURER/SUPPLIER
SET TO MANUFACTURERS SPECIFICATION.
2.WATTLE AND SILT FENCE COMBINATION TO BE INSTALLED AS
PERIMETER EROSION CONTROL DEVICE IN PROXIMITY TO WETLAND
AND RESOURCE AREAS.
3.STRAW BALES MAY BE USED AS A SUBSTITUTE FOR WATTLES.
4.WATTLE CONTENTS SHALL BE MULCH OR STRAW
LIMIT OF WORK
CONCRETE WASHOUT STATION
NOT TO SCALE
STRAW
BALE
(TYP)
SURFACE FLOW
STAKED COMPOST
FILTER SOCK (12" Ø)
2" HARDWOOD
STAKE 4-FT O.C.
SOIL
STOCKPILE
SECTION
NOTES:
1.OVERLAP ENDS OF SOCK PER MANUFACTURERS RECOMMENDATIONS - ONE FOOT MINIMUM, 3 FEET MAXIMUM.
2.12" DIA. SOCK TO BE LOCATED AT LEAST 2 FOOT FROM TOE OF SLOPE TO ALLOW FOR SLUMPING.
3.INSPECT AND MAINTAIN THROUGHOUT CONSTRUCTION.
4.SOCK AND COMPOST MATERIAL TO BE REMOVED FROM SITE WHEN CONSTRUCTION IS COMPLETE.
5.ENSURE THAT STOCKPILE IS AWAY FROM ANY CONCENTRATED FLOW OF RUNOFF.
6.CONTRACTOR TO PROVIDE DUST CONTROL (FREQUENT WETTING OR COVER WITH PLASTIC SHEETING).
7.ANY PLASTIC SHEETING TO BE SECURED WITH SANDBAGS.
8.ANY LOAM MATERIALS WHICH WILL BE LEFT OVER 14-DAYS SHALL BE SEEDED WITH QUICK GROWING RYE GRASS.
SECURE WITH
ZIP-TIES
COMPOST FILTER SOCK
BARRIER.
CONSTRUCT WITH 12"
DIAMETER SOCK WITH 2"x2'
HARDWOOD STAKE 4-FT O.C.
SOIL STOCKPILE
2-FT (MIN.)
SOIL STOCKPILE DETAIL
NOT TO SCALE
PLAN
HARDWOOD
STAKE 4' O.C.
7'-6" (TYP)6'-0"TEMPORARY PLASTIC
FENCE STAND FILLED
WITH SAND/CONCRETE
OR GALVANIZED
RECTANGULAR PIPE BASE
(SEE NOTE)
1-1/4"
GALVANIZED
PIPE (TYP)0'-6"TYPGRADE
TEMPORARY CONSTRUCTION FENCE
NOT TO SCALE
NOTES:
1.TEMPORARY FENCE CAN UTILIZE DRIVEN POSTS IN LAWN AREAS
6"HYDROSEED
6" LOAM (M1.05.0)
SUITABLE BACKFILL OR
UNDISTURBED SUBGRADE
NOTES:
1.ALL DISTURBED AREA SHALL BE GRADED TO A DEPTH
SUITABLE FOR INSTALLING THE LOAM PER THE LANDSCAPE
PLAN AND PROPERLY SEEDED.
2.TOPSOIL - COMPACT WITH A HANDROLLER IN TWO
DIRECTIONS & FINE RAKE PRIOR TO SEEDING
3.SUBSOIL - COMPACTED AT 90% MAXIMUM DRY DENSITY
4.SEED - BLUEGRASS/FESCUE MIX
LOAM & SEED DETAIL
NOT TO SCALE