HomeMy WebLinkAboutRevised NOI Plan (5.29.25) - 100 WashingtonPARCEL ID:
287_116
AREA=15,979 S.F.
(0.37 ACRES)WASHINGTON AVENUEPUBLIC - 45' WIDEGGGGGGGGGGGG
G
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OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW
OHWOHWOHWOHWOHWOHWOHWOHWGW W W W W W
WWWWWWWWWWWS
SEEE
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E
M.S.P.C.S. (
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A
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8
3
)
PARCEL ID:
287_116_001
AREA=18,533 S.F.
(0.43 ACRES)
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
NOTICE OF INTENT
100/112 WASHINGTON AVE
BARNSTABLE, MA
ARCHWRIGHT, LLC
22 DEPOT ST, FL. 2
DUXBURY, MA 02332
EXISTING CONDITIONS PLAN
JDO
SDC MAY 12, 2025
V-100
5.21.25 REVISE WALKS AND MITIGATION
5.22.25 REMOVE IN LIEU FEE CALC
5.29.25 CONCOM COMMENTS
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
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G G G G G G G G G G
OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW
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WWWWWWWWWWWS
SEEE
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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 DECK
R&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
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 EC
ECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECF&I EROSION CONTROL
BARRIER (C-500)
-LIMIT OF WORK-ECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECEC EC EC EC EC EC EC EC
EC
EC
EC
EC
EC
R&D EXTERNAL
STAIRS
ABANDON
CESSPOOL
F&I EROSION CONTROL
BARRIER (C-500)
-LIMIT OF WORK-
CONCRETE WASHOUT
STATION
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
NOTICE OF INTENT
100/112 WASHINGTON AVE
BARNSTABLE, MA
ARCHWRIGHT, LLC
22 DEPOT ST, FL. 2
DUXBURY, MA 02332
DEMOLITION PLAN
JDO
SDC MAY 12, 2025
C-100
5.21.25 REVISE WALKS AND MITIGATION
5.22.25 REMOVE IN LIEU FEE CALC
5.29.25 CONCOM COMMENTS
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
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M.S.P.C.S. (
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)
PROPOSED EAVE
OVERHANG
F&I CONCRETE
ACCESS STAIRS
F&I 12" Ø COLUMN
SUPPORT W/
CONTINUOUS FOOTING
PAD FOOTING
PORTE COCHEREPAD FOOTINGPROPOSED EAVE
OVERHANG
F&I 12" C.I.P
CONCRETE
FOUNDATION
W/ 4" VENEER
SHELF
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' TOFNDF&I LOAM & EROSION
CONTROL BARRIER
(C-500)
FORMER LIMIT
OF EXISTING
DWELLING
16 151514EC EC EC EC EC EC EC
ECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECLOAM & SEED
DISTURBED
AREASECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECEC
ECECECECECECECECECECECECECECECECECECECECECECECECEC EC EC EC EC EC EC EC
EC
EC
EC
EC
EC
15x6
15x0
14x9
14x6F&I 3.5-FT
NATURAL STONE
PAVER WALK
REMOVE GRAVEL
INSTALL LOAM
AND SEED
5 8" CRUSHED
STONE
PARKING
COURT
F&I 3.5-FT
NATURAL STONE
PAVER WALK
F&I COBBLE
STONE APRON
F&I COBBLE
STONE APRON
13x7
1312
14
BUFFER ZONE
MITIGATION
(L-100)
PROP. SECOND
EGRESS
RE-BUILD
EXISTING STAIRS
STONE DRIVEWAY
11.5'85.0'35.8'F&I COBBLE
STONE STRIP
F&I BOULDERS
STABILIZATION AS
NEEDED FOR
SLOPE10
15
F&I LOAM & EROSION
CONTROL BARRIER, AS
NEEDED (C-500)
F&I NEW SEPTIC
SYSTEM11 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
NOTICE OF INTENT
100/112 WASHINGTON AVE
BARNSTABLE, MA
ARCHWRIGHT, LLC
22 DEPOT ST, FL. 2
DUXBURY, MA 02332
MATERIALS & LAYOUT PLAN
SDC JDO
SDC MAY 12, 2025
C-101
5.21.25 REVISE WALKS AND MITIGATION
5.22.25 REMOVE IN LIEU FEE CALC
5.29.25 CONCOM COMMENTS
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
WASHINGTON AVENUEPUBLIC - 45' WIDEE
15x6
15x0
14x9
14x613x7
AVENUEMOUNT VERNON AVENUEHYANNIS AVENUEROADQUAIL LANEEDGEHILL
WASHINGTO
N
IYANOUGH AVENUEMAYWOOD AV
E
HYANNIS
HARBOR
LOCUS
WASHINGTON AVENUEPUBLIC - 45' WIDEG
E
WASHINGT
O
N
A
V
E
N
U
E
PUBLIC - 4
5
'
W
I
D
E
OHW
OHW ECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECECEC15x615x014x914x613x7SCALE: 1"=20'
1" = 20'
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
NOTICE OF INTENT
100/112 WASHINGTON AVE
BARNSTABLE, MA
ARCHWRIGHT, LLC
22 DEPOT ST, FL. 2
DUXBURY, MA 02332
BUFFER ZONE MITIGATION
PLAN
SDC JDO
SDC MAY 12, 2025
C-102
5.21.25 REVISE WALKS AND MITIGATION
5.25.25 REMOVE IN LIEU FEE CALC
5.29.25 CONCOM COMMNETS
PROPOSED HARDSCAPE
EXISTING HARDSCAPE
SCALE: 1"=20'
SCALE: 1"=20'
MITIGATION AREA PLAN
HARDSCAPE AND MITIGATION CALCULATION
0' - 50' (4:1)50' - 100' (3:1)
STRUCTURE DRIVEWAY &
APRON WALK STRUCTURE DRIVEWAY WALK
EXISTING 1007 568 0 675 1567 0
PROPOSED 1071 460 174 806 2067 420 SF
CHANGE +64 -108 +174 +131 +500 +420
MITIGATION 130 SF x 4 = 520 SF 1051 SF x 3 = 3153 SF
TOTAL MITIGATION REQUIRED = 3673 SF
MITIGATION AREA
3700 SF
PRE-EXISTING - 0'-50'
PRE-EXISTING - 50'-100'
PROPOSED - 0'-50'
PROPOSED - 50'-100'
SEE RIPARIAN BUFFER
PLANTING PLAN (L-100)
LIMIT
OF
WORK
WALK 0-50'
(162 SF)
STRUCTURE 0-50'
(1071 SF)
DRIVEWAY & APRON 0-50'
(460 SF)
COBBLE STONE 0-50'
(108 SF)
STEP STONES 0-50'
(12 SF)
WALK 50-100'
(420 SF)
DRIVEWAY 50-100'
(2075 SF)
STRUCTURE 50-100'
(806 SF)
STRUCTURE 50-100'
(675 SF)
DRIVEWAY 50-100'
(1567 SF)
STRUCTURE 0-50'
(1007 SF)
DRIVEWAY & APRON 0-50'
(568 SF)
########
L-100
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
NOTICE OF INTENT
100/112 WASHINGTON AVE
BARNSTABLE, MA
ARCHWRIGHT, LLC
22 DEPOT ST, FL. 2
DUXBURY, MA 02332
DETAILS
SDC JDO
SDC MAY 12, 2025
C-500
5.21.25 REVISE WALKS AND MITIGATION
5.22.25 REMOVE IN LIEU FEE CALC
5.29.25 CONCOM COMMENTS
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.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
2' TYP.
1.5' MIN.GRADE-SEE PLANS
NOTES:
1.ADJUST DEPTH OF WALL TO AVOID DISTURBING MAJOR TREE
ROOTS.
2.EXACT PROFILE OF RE-ESTABLISHED EMBANKMENT WILL
NEED TO BE FIELD ADJUSTED TO MEET EXISTING GRADES.
EXISTING GRADE
SMALLER BOULDER ABOVE
LARGER BOULDERS
NEW BOULDERS W/
CHINKING STONES TO
FILL CREVICES
NATIVE STONE
BOULDER TO SUIT
(SIZE TO BE
APPROVED BY
ENGINEER)
EXCAVATE TO PROVIDE STABLE
SUBGRADE FOR BEDDING AND
BOULDERS
GEOTEXTILE FILTER
FABRIC
6" MINIMUM GRAVEL BEDDING
MATERIAL OVER FABRIC
SUBGRADE
LOAM BACKFILL
3:1 MAX SLOPE
12" MIN.BELOWGRADE2' TYP.
1.5' MIN.4'-0" MAX.PRUNE AS FIELD DIRECTED BY THE
LANDSCAPE ARCHITECT TO IMPROVE
APPEARANCE (RETAIN NORMAL TREE
SHAPE)
BACKFILL
SLOPE SIDES OF HOLE
CUT AND REMOVE BURLAP FROM TOP 2/3
OF ROOT BALL. IF NON-BIODEGRADABLE,
REMOVE COMPLETELY
3" LAYER SHREDDED PINE BARK MULCH
TO OUTER EDGE OF SAUCER. KEEP
MULCH 2" FROM TRUNK
TRUNK FLARE JUNCTION:
PLANT TREE 1"-2" ABOVE FINISHED
GRADE
THREE 2"X4"X8' WOODEN STAKES,
STAINED BROWN WITH TWO STRANDS OF
WIRE TWISTED TOGETHER. STAKES
SHALL BE PLACED AT 120° TO ONE
ANOTHER. WIRE SHALL BE THREADED
THROUGH BLACK RUBBER HOSE
COLLARS
DO NOT EXCAVATE BELOW ROOTBALL
FINISHED GRADE
THREE TIMES WIDTH OF ROOTBALLDO NOT EXCAVATE BELOW ROOTBALL.
BACKFILL
SLOPE SIDES OF HOLE
ROOTS AT OUTER EDGE OF ROOTBALL
LOOSENED TO ENSURE PROPER
BACKFILL-TO-ROOT CONTACT
3" LAYER SHREDDED PINE BARK MULCH OF
3
4" RIVERSTONE. DO NOT BURY STEMS OR
TRUNK
PLANT TOP OF ROOTBALL 1-2" ABOVE
ABOVE SURROUNDING GRADE
PRUNE AS FIELD DIRECTED BY
LANDSCAPE ARCHITECT TO IMPROVE
APPEARANCE (RETAIN NORMAL SHAPE)
EXISTING GRADE
UNDISTURBED SUBGRADE OR
COMPACTED SUBGRADE
PLANTING SOIL
FINISH GRADE
1/2 ROOT BALL DIA.
3" LAYER SHREDDED PINE BARK
GROUND COVER PLANTING DETAIL
NOT TO SCALE
TREE PLANTING DETAIL
NOT TO SCALE
SHRUB PLANTING DETAIL
NOT TO SCALE
BOULDER STABILIZATION
NOT TO SCALE