HomeMy WebLinkAboutSite plan 1.20.2026LEGEND
NOTES
1. DATUM IS NAM 88
2. MUNICIPAL WATER IS EXISTING
EXISTING CONTOUR
X 99• 1
EXIST. SPOT ELEV.
--�991—
PROPOSED CONTOUR
198.4]
PROPOSED SPOT EL.
TH1
TEST HOLE
CONCRETE BOUND
UTILITY POLE
FIRE HYDRANT
�■
CATCH BASIN
LIGHT POST
WATER SHUT OFF
X
FENCE
— W —
WATER LINE
-- G --
GAS LINE
- -OHE
OVERHEAD ELECTRIC
— S --
SEWER LINE
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
FROM ROOF DRAINS
WATER EL, s
MITIGATION CALCULATIONS:
UNDER TOWN OF YARMOUTH WETLAND
PROTECTION REGULATIONS SECTION 6.02
i•]
n
S. OBERT FISH,
JR., TRUSTEE
29 LEWIS BAY BLVD
UNIT #4
DOC# 1,402,909
CTF# C355-4
ABU771NG
UNIT4ELL�NG
HARDSCAPE
0-35'
35-50'
50-100'
EXISTING:
1,080 S.F.
678 S.F.
1,744 S.F.
- BUILDING:
576 S.F.
565 S.F.
75 S.F.
- GRAVEL DRIVE:
0 S.F.
0 S.F.
1,507 S.F.
-- DECK/WALK:
210 S.F.
17 S.F.
124 S.F.
- PATIO:
294 S.F.
96 S.F.
38 S.F.
PROPOSED:
572 S.F.
702 S.F.
2,298 S.F.
- BUILDING:
139 S.F.
398 S.F.
975 S.F.
- GRAVEL DRIVE:
0 S.F.
0 S.F.
1,002 S.F.
- DECK/WALK:
21 S.F.
292 S.F.
321 S.F.
- PATIO:
412 S.F.
12 S.F.
0 S. F.
INCREASE:
--508 S.F.
24 S.F.
554 S.F.
REQUIRED MITIGATION: (554 S.F. x 2) + (24 S.F. x 3) +
(-508 S.F. x 3) _ -344 S.F.
0 S.F. REQUIRED (DECREASE WITHIN THE 0-50' BUFFER)
NET DECREASE WITHIN THE 0-50' BUFFER NO MITIGATION
PROPOSED
HATCHED PORTION OF EXISTING PATIO NOT COUNTED TOWARDS
EXISTING HARDSCAPE SEE NOTE 9
DCE #.25--414
24" PERFORATED ADS
PIPE WITH POLYLOK
COVER SECURED N9TH
MIJARE DRIVE SCREWS
14ON FABRIC OVER
3/4" — 1 1/2"
DOUBLE WASHED STONE
2' MIN. AROUND PIT
AND 6" UNDER
1
n-
EXISTING CONDITIONS
Scale:1 "= 20'
C 10 20 30 40 50 FEET
TOWARD SITE EXCAVATION
2'° X 2" X 36" WOOD POST
8' MAX. C.C.
MIRIF1 SILT FENCE OR I
WD, POST
PLAN VIEW
- 1'� COIR FIBER WATTLE NTS
METHOD FOR JOINING SILT FENCE SECTIONS
POSITION END POSTS TO OVERLAP AS SHOWN
ABOVE, MAKING CERTAIN THAT FABRIC FOLDS
AROUND EACH POST AT LEAST ONE TURN
L NATURAL GRADE DRIVE POSTS TIGHTLY TOGETHER AND SECURE
TOPS OF POSTS WITH CHORD OR WIRE TO
PREVENT FLOW -THROUGH OF BUILT-UP
EXCAVATED TRENCH SEDIMENT AT JOINT.
COMPACTED BACKFILL
NOTE:
1. EXCAVATE A 6" x fi" TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER
CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE.
2. UNROLL SILT FENCE ONE SECTION AT A TIME. POSTS SHOULD BE POSITIONED ON
DOWNSTREAM SIDE OF FENCE.
3. DRIVE POST INTO GROUND AND LAY THE TOE -IN FABRIC IN BOTTOM OF TRENCH.
BACKFILL TRENCH, AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE.
4. REMOVE SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE
FENCE LINE -
SILT FENCE INSTALLATION
1" = 1'- 0„
MARK S.
PROSHAN &
RENEE TALLON
29 LEWIS BAYS
BLVD UNIT #7 `,`,`'
DOC# 1,123,798
f TF#g alS..%-7
UNIT #�C
�1
MN HIGH WATER EL.
1.6 NA
a
S. OBERT FISH,
J4
R., TRUSTEE
29 LEWIS BAY BLVD
UNIT #4
DOC#1,402,909
CTF# C355-4
ABUT"NG
#UNIT �CLLtNc
IAj
A
3. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT
LINE STAKING OR ANY OTHER PURPOSE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING ❑IGSAFE (811) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
:�';'Ic� 1 � :7 R 1: l �_l,, : t■�31 ! r_� l a ■»:i i l �y l:7 fi�7: �; a l l � � ;'i � l : f i�l :`u lA
6. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH
AND 5' AROUND THE PROPOSED ROOF DRYWELLS AND RELOCATED LEACHING
CATCH BASIN.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT
LINE STAKING OR ANY OTHER PURPOSE.
8. ALL ROOF RUNOFF TO BE DIRECTED TO GRAVEL DRIP EDGES OR ROOF
DRYWELLS.
9. REFERENCE ORDER OF CONDITIONS #083-2480 PERTAINING TO YARMOUTH
SHORE CONDO ASSOCIATION, THE HATCHED PORTION OF THE PATIO LOCATED
AT UNIT 6 WILL NEED TO BE REMOVED PER THE SPECIAL CONDITIONS IN SAID
ORDER OF CONDITIONS.
10. A 10' MITIGATION PLANTING STRIP IS REQUIRED PER ORDER OF
CONDITIONS #083-2480, REFERENCE THE APPROVED SITE PLAN PREPARED BY
DOWN CAPE ENGINEERING INC. DATED 8/21 /2025.
11. FEMA FLOOD RESISTANT FOUNDATION DESIGN AND COMPLIANT GRADING
REQUIRED, BASE FLOOD ELEVATION 11.0', DESIGN FLOOD ELEVATION 13.0'.
12. NO INCREASE IN THE NUMBER OF BEDROOMS PROPOSED.
13. THE EXISTING SEPTIC SYSTEM WILL BE RE -USED, SEPTIC PIPE TO BE SCH.
40-4" PVC AT A MINIMUM SLOPE OF 2.5% FROM THE PROPOSED DWELLING
FOUNDATION, INSTALLER TO CONFIRM EXISTING SEPTIC INVERT, AND MANHOLE
INVERT ELEVATIONS PRIOR TO INSTALLATION, RE -USE EXISTING SEPTIC LINE IF
FOUND SUITABLE.
14. SLEEVE SEPTIC LINES WITHIN 10' OF WATERLINES.
15. THE WORK LIMIT LINE SILT FENCE SHALL BE INITIALLY PLACED PARTIALLY
WITHIN THE PROPOSED 10' WIDE MITIGATION AREA TO PROVIDE
ENVIRONMENTAL. PROTECTION DURING THE DEMOLITION OF THE EXISTING PATIO,
AFTER THE EXISTING PATIO IS REMOVED THE WORK LIMIT LINE SHALL BE
RELOCATED ALONG THE EDGE OF THE PROPOSED 10' WIDE MITIGATION AREA
TO ALLOW SUFFICIENT SPACE FOR THE PROPOSED MITIGATION PLANTINGS (SEE
NOTE 10).
1
OVERLAY CONDITIONS -
Scale: 1"= 20'
C 10 20 30 4C 50 FEET
QN;7
A\
Lewis I
Lewis
Bay
LOCUS MAP
SCALE 1"=2000't
ASSESSORS MAP 16 PARCEL 48C
LOCUS IS WITHIN FEMA FLOOD ZONES VE 13 & AE 11
AS SHOWN ON COMMUNITY PANEL #25001CO588J
DATED 7/16/201 4
PROJECT IS LOCATED OUTSIDE OF FLOOD ZONE (VE
EL. 13) & THE LIMIT OF MODERATE WAVE ACTION
ZONING SUMMARY
ZONING DISTRICT: R-25 DISTRICT
MIN. LOT SIZE 25,000 S.F.
MIN. LOT FRONTAGE 150'
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 15'
MIN. REAR SETBACK 20'
MAX. BUILDING COVERAGE 25%
*MAX. BUILDING HEIGHT 35'
SITE IS LOCATED WITHIN THE AQUIFER
PROTECTION OVERLAY DISTRICT
DWELLING TO BE LOCATED ENTIRELY WITHIN
EXCLUSIVE USE AREA
*PROPOSED BUILDING HEIGHT 34.2', AVERAGE
NATURAL GRADE AT THE STREET IS 9.1'
GINNER OF RECORD
NAME: ANGELA A. COSENZI TRUSTEE OF THE ANGELA A.
COSENZI LIVING TRUST
ADDRESS: 151 STEEPLEVIEW DRIVE
TOWN: HAMPDEN, MA 01036
REFERENCES
DOC# 1,158,937
CTF# C355-6
LCP 12442-B
LCP 12442-C
SITE PLAN
OF
LEWIS BAY BOULEVARD
UNIT 6
WEST YARMOUTH, MA
PREPARED ANGELACOSENZI
DATE: JANUARY 20, 2026
��� OF kr48,9 K OF Mqs
DANIEL 9��s � DANIELA.���s
DPp
A ``, o OJALA
OJALA v' " CIVIL
No.409BO„ NO 46502 0
N� SURN��STS
0 ���5 4NAL NC'�t3
DATE DANIEL A. OJALA, P.E., P.L.S.
I 508--362-4541
downcope.com p
down cope 07 INFeriO4f, Inc.
civil engineers
land surveyors
939 Main Street (Rte 5A)
YARMOUTHPORT MA 02675
SURVEY: QAH
DRAFTED BY: PTT/DEG
CHECKED BY:
25-014 COSENZI-DWG