HomeMy WebLinkAbout360 North Bay Rd - RDA Revised Plans 4-16-2024 R
TRANSMITTAL
To: Conservation Commission
Attn: Darcy Karle, Agent
230 South Street
Hyannis, MA
Date: 04/16/2024 Project No. C19606.00
Via: Email Pick up U.S. Mail FedEx
Phone:
Subject: RDA – REVISED PLANS
Proposed Vista Pruning
Leonard I. Zon and Lynda C. Schneider360
North Bay Road
Osterville, MA
Parcel ID: 072-003
Plans Copy of Letter Specifications Other
We are sending the following items:
Copies Date No. Description
9 REV 4/14/2024 Site Photos of Pruning Areas
9 REV 4/14/2024 C2.1.1 Coastal Engineering Co., Inc. Revised Plan Showing Proposed Site Improvements
These are transmitted as checked below:
for approval for your use as requested for review & comment
Remarks: Please see the attached revised plans and photos for the proposed vista pruning at 360 North Bay Rd.
Hard copies will be delivered shortly.
cc: Mass. DEP/SERO - Wetlands
KVC Builders
Wilkinson Ecological Design
Sean M. Riley, Project Manager
By: Carla Davis
NOTE: If enclosures are not as noted, please contact us at (508) 255-6511
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'(TIE)N24° 30' 58"E
196.18'(TIE)31.01'(TIE)CB DHFND.0.23'CB DHFND. &HELD LINECB DHFND.4.78'INTERIOR LOT LINE1517181921 2119
50' FROM T.O.C.B.
100' FROM T.O.C.B.
BENCHMARK-CONCRETE BOUND
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MHW EL 1.1±
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RD
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RD RD RD RD RDRDRDRDRDRDRDRDRDRDRD
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P.B.
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PROPOSED
WALL (TYP.)
PROPOSED LIMIT OF WORK /
EROSION CONTROL BARRIER
TW = 18.25
TW = 21.75
TW = 20.25
TW = 20.25
+20.43
+22.18
+17.78
+22.18+20.50
+20.18
+19.95
+17.74
+19.0
+15.92
+15.92
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2020
1
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+19.84
PROPOSED AC
UNITS (TYP.)
PROPOSED
RINSE AREA
LAWN
PROPOSED 4,000± S.F. OF MITIGATION AREA
(SEE "RESTORATION PLAN" BY WILKINSON
ECOLOGICAL DESIGN DATED 11-23-2021)
EXISTING SHED TO
BE REMOVED
PROPOSED
TERRACE
PROPOSED
PORCH
(EL.= 22.18)
PROPOSED
4 BEDROOM
DWELLING
F.F.E. = 22.68
EDGE OF LAWNLAWN
PROPOSED ROOF
DRYWELL - 2
KEEP DRYWELL
OUTSIDE OF THE
50' BUFFER
PROPOSED ROOF
DRYWELL - 1
KEEP DRYWELL
OUTSIDE OF THE
50' BUFFER
DRYWELL
COLLECTOR PIPES
(TYP.)
PROPOSED POOL
EQUIPMENT PROPOSED
WALKWAY
PROPOSED
GRILL AREA
PROPOSED
STONE LANDING
COVERED
PORCH
PROPOSED
POOL
(16'x32')SPA+15.917.1++20.0+20.0+19.8+20.019.0+18.0+20.0+28.7'
PROPOSED
UNDERGROUND
PROPANE TANKS
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23"ES81° 57' 34"E
R =8 4 0 .0 0 '
L =151 .8 8 '
N28° 04' 17"E
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'(TIE)N24° 30' 58"E
196.18'(TIE)356.48'31.01'(TIE)CB DHFND.0.23'0.13'CB DHFND. &HELD LINECB DHFND. &HELDCB DHFND. &HELD LINECB DHFND.4.78'370.18
'INTERIOR LOT LINEB A YN O R T HS61° 55' 43"E40.00'147.7'±21191721232019181715
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50' FROM T.O.C.B.
100' FROM T.O.C.B.
BENCHMARK-CONCRETE BOUND
EL. =19.28 (SEE DATUM NOTE)
ASSESSORS MAP 72
PARCEL 004
ROBERT & TERRY TRS
ASSESSORS MAP 72
PARCEL 002
MARK BURTON & JEAN TURNER
MHW EL 1.1±
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TOP OF COASTAL BANK (SEE NOTE #3)
FLOOD
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68,247± S.F.
(1.57± AC.)
TO MWH
BUILDABLE UPLAND
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R O A D
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BENCHMARK-CONCRETE BOUND
EL. =15.58 (SEE DATUM NOTE)Coastal Engineering Co., Inc. c 2023PROJECT NO.
OF SHEETS
DRAWN BY
DRAWING FILE
CHECKED BY
DATEPROJECTSCALE SHEET TITLESEAL DATENO.REVISIONBYKEY MAP
NO SCALE
EXISTING SITE PLAN
F:\SDSKPROJ\C19000\C19606\C19606-00\C19606-00-CIV.dwg 10/13/2023 1:59 PM1 inch = 20 ft.
20 10 0 20 60 ( KVC BUILDERS ) ZON & SCHNEIDER360 NORTH BAY ROADBARNSTABLE (OSTERVILLE), MAC19606.00PLAN SHOWING PROPOSEDSITE IMPROVEMENTSC2.1.1
1 1
1" = 20'
11-30-21
C19606-00-CIV.dwg
WGM/DAV
SMR112-22-21ADDED ADDITIONAL DIMENSION & UPDATED MITIGATION NOTEWGM210-03-23UPDATED SITE PLAN PER LA EDITSWGMFLOOD ZONE:
ASSESSORS MAP 72, PARCEL 3
DEED BOOK 33654, PAGE 56
PLAN BOOK 100, PAGE 117
PLAN BOOK 88, PAGE 79
REFERENCE:
OSTERVILLE , MA
ELEVATIONS SHOWN HEREON ARE
REFERENCED TO THE NORTH
AMERICAN VERTICAL DATUM OF 1988
(NAVD 1988)
DATUM:
FLOOD ZONE AE (EL. 13), FLOOD ZONE AE (EL.
12), FLOOD ZONE X (OTHER FLOOD AREAS), AND
FLOOD ZONE X SHOWN ON THIS DRAWING ARE
A DIRECT REPRESENTATION OF THE GRAPHIC
FLOOD ZONE BOUNDARIES SHOWN ON FEMA
FIRM PANEL #25001C0756J EFFECTIVE JULY 06,
2021. PLEASE NOTE THAT SITE SPECIFIC
FLOODPLAIN BOUNDARIES MAY VARY DUE TO
DIFFERENT INTERPRETATIONS OF THESE
BOUNDARIES.
USERS ARE ADVISED TO VERIFY LOCATION OF
THESE BOUNDARIES WITH THE DESIGNATED
COMMUNITY FLOODPLAIN MANAGERS AND/OR
FEMA PRIOR TO SITING ANY PROPOSED
STRUCTURES.
OLD P
O
S
T
R
D.NORTH BAY RD.GRA
N
D ISLA
N
D
D
R.PINELE
IGH
PATHOYSTER WY.BRIDGE ST.SAND PT.WEST BAY TER.OAKDALE PTH.COVE LN.NORTH BAY RD.COTUIT BAYLOCUS
FLOOD LIGHT
PLANT BEDP.B.
WOOD POST
BOUND
DECIDUOUS TREE
CONTOUR20
SPOT ELEV.x18.2
LEGEND
UTILITY POLE
IRRIGATION
ELECTRIC METER
CONIFER TREE
O
S
WEM
WATER GATE
WV
STOCKADE FENCE
SPLIT RAIL FENCE
X CHAIN LINK FENCE
GUY WIRE
LIGHT POLE
CATCH BASIN
HYDRANT
DYH
P
CABLE TV TV
PULL BOXPBMASSACHUSETTS STATE PLANE COORDINATE SYSTEMNORTH AMERICAN DATUM OF 1983, MAINLAND ZONE(NAD 83 (NA2011) EPOCH 2010.00)50' - 100' BUFFER ZONE COVERAGE TABLE
SUBJECT EXISTING PREVIOUSLY
APPROVED PROPOSED CHANGE
BUILDINGS 1,900±S.F.3,059±S.F.2,616±S.F.-443±S.F.
HARDSCAPES (PATIO, DECK, DRIVEWAY, ETC...)1,532±S.F.1,707±S.F.1,751±S.F.44±S.F.
TOTAL COVERAGE WITHIN 50' -100' BUFFER 3,432±S.F.4,766±S.F.4,367±S.F.-399±S.F.
1" x 2' x 4' WOODEN STAKE
6' ON CENTER (MAX)2'4'FILTER FABRIC STAPLE
FABRIC TO POST
BURRY BOTTOM OF FILTER
FABRIC IN 6" x 6" TRENCH
9" STRAW WATTLE
SLOPE
NOT TO SCALE
EROSION CONTROL BARRIER
0' - 100' BUFFER COVERAGE NOTE:
REQUIRED MITIGATION WITHIN 50'-100' BUFFER 3:1 (2,805±S.F.)
PROVIDED MITIGATION: 4,000± S.F.
1,195 S.F. OF MITIGATION HAS BEEN PROVIDED BEYONG THE 3:1 RATIO REQUIRED
UNDER CHAPTER 704-3 D(2) OF BARNSTABLE WETLAND REGULATION. A CREDIT
OF 1,195 S.F. SHALL BE BANKED FOR FUTURE MITIGATION PURPOSES.
MITIGATION NOTE:
PROPOSED SITE PLAN
1 inch = 20 ft.
20 10 0 20 60MASSACHUSETTS STATE PLANE COORDINATE SYSTEMNORTH AMERICAN DATUM OF 1983, MAINLAND ZONE(NAD 83 (NA2011) EPOCH 2010.00)1. RIPARIAN BOUNDARIES ARE SUBJECT TO
CHANGE DUE TO NATURAL CAUSES AND THAT
THE BOUNDARY SHOWN HEREON MAY OR MAY
NOT REPRESENT THE ACTUAL LOCATION OF
THE LIMIT OF TITLE.
2. ONLY SURFACE LOCATIONS OF UTILITIES ARE
SHOWN HEREON, THIS PLAN MUST NOT BE
USED TO LOCATE UNDERGROUND UTILITIES.
CALL DIG SAFE AT 811 PRIOR TO STARTING ANY
EXCAVATION.
3. THE TOP OF COASTAL BANK SHOWN HAS
BEEN DETERMINED IN ACCORDANCE WITH
MassDEP WETLANDS PROGRAM POLICY 92-1:
COASTAL BANKS AND THE TOWN OF
BARNSTABLE CONSERVATION REGULATIONS
CHAPTER 237 WETLANDS PROTECTION AND
TOWN OF BARNSTABLE CODE CHAPTER 705
COASTAL BANKS.
SURVEY NOTES:
ALL ROOF RUNOFF TO BE ROUTED TO DRYWELLS SHOWN
ON THE PROPOSED SITE PLAN VIA 4" SCH 40 PVC PIPES
ROOF DRYWELL NOTE:
0' - 50' BUFFER ZONE COVERAGE TABLE
SUBJECT EXISTING PREVIOUSLY
APPROVED PROPOSED CHANGE
BUILDINGS 1,055±S.F.0±S.F.0±S.F.0±S.F.
HARDSCAPES (PATIO, DECK, DRIVEWAY, ETC...)841±S.F.1,124±S.F.1,084±S.F.-40±S.F.
TOTAL COVERAGE WITHIN 50' -100' BUFFER 1,896±S.F.1,124±S.F.1,084±S.F.-40±S.F.
812± S.F. NET DECREASE IN IMPERVIOUS COVERAGE WITHIN 0' - 50'
935± S.F. NET INCREASE IN IMPERVIOUS COVERAGE WITHIN 50' - 100'
132± S.F. NET INCREASE IN IMPERVIOUS COVERAGE WITHIN 0' - 100'
10/24/2023
Remove Lower
Broken Pine Tree
Proposed
View Corridor
Remove Broken
Limbs (Area #2)
Remove Broken
Limbs (Area #3)PLAN PREPARED FOR VISTA PRUNING APPROVAL - RDA04-14-243REVISED VISTA PRUNING - RDA403-29-2404/15/2024