HomeMy WebLinkAboutAPPROVED Site Plan 2.26.2026---_ 99 --
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[991---
PROPOSED CONTOUR
198.4]
PROPOSED SPOT EL.
TH1
TEST HOLE
CONCRETE BOUND
-C�
UTILITY POLE
Y,
FIRE HYDRANT
aCATCH
BASIN
LIGHT POST
bS o
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
MEA H ,
MITIGATION CALCULATIONS:
UNDER TOWN OF YARMOUTH WETLAND
PROTECTION REGULATIONS SECTION 6.02
*0'-35' BUFFER
(VARIANCE REQ. &
EXISTING
PROPOSED
NET CHANGE
PROPOSED
MITIGATION AT
(S.F.)
(S.F.)
(S.F.)
MITIGATION
COMMISSIONS DISCRETION)
(S.F.)
AREA OF STRUCTURES
& POOLS
576
138
—438
0
*AREA OF MINOR
STRUCTURES (DECKS &
504
435
—69
0
SHEDS) & HARDSCAPE
TOTAL 0'-35'
1,080
573
—507
0
35'-50' BUFFER
EXISTING
PROPOSED
NET CHANGE
PROPOSED
(3:1 MITIGATION REQ.)
(S.F.)
(S.F.)
(S.F.)
MITIGATION
(S.F.)
AREA OF STRUCTURES
& POOLS
565
399
—166
0
AREA OF MINOR
STRUCTURES (DECKS &
112
305
193
0
SHEDS) & HARDSCAPE
TOTAL 35'-50'
677
704
27
0
50'-100' BUFFER
EXISTING
PROPOSED
NET CHANGE
PROPOSED
(2:1 MITIGATION REQ.)
(S.F.)
(S.F.)
(S.F.)
MITIGATION
(S.F.)
AREA OF STRUCTURES
& POOLS
75
795
720
0
AREA OF MINOR
STRUCTURES (DECKS &
1,723
1,557
—166
0
SHEDS) & HARDSCAPE
TOTAL 50'-100'
1,798
2,352
554
0
*TOTAL REQUIRED
(-507 x 3) + (27 x 3) + (554 x 2) _ —332 S.F.
MITIGATION
0 S.F. PROPOSED
NOTES
*NET DECREASE IN HARDSCAPE USING MITIGATION
REQUIREMENTS, NO MITIGATION PROPOSED
S. c 013ERT FISH,
JR., TRUSTEE
29 LEWIS BAY BLVD
UNIT #4
DOC#1,402,909
CTF# C355-4
ABUSING
UNIT 114E<<ING
f � •
Scale:1 "= 20'
71
0 10 20 30 40 50 FEET
i�
01
TOWARD SITE EXCAVATION
2" X 2" X 36" WOOD P01;T
8' MAX. C.C.
MIRIFI SILT FENCE OR I
WD. POST
PLAN VIEW
1'O COIR FIBER WATTLE NTS
METHOD FOR JOINING SILT FENCE SECTIONS
��' POSITION END POSTS TO OVERLAP AS SHOWN
\T/ ABOVE, MAKING CERTAIN THAT FABRIC FOLDS
AROUND EACH POST AT LEAST ONE TURN
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 6" 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"
4"OSCH-40 PVC AT 2%
FROM ROOF DRAINS
24" PERFORATED ADS
PIPE WITH POLYLOK
COVER SECURED WITH
SQUARE DRIVE SCREWS
MIRAFI 140N FABRIC OVER
' 3/4" — 1 1/2"
DOUBLE WASHED STONE
2' MIN. AROUND PIT
AND 6" UNDER
Scale: 1 "= 20'
0 10 20 30 40 50 FEET
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS STING
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 DIGSAFE (811) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
4 :7 r t ��I►E F 1cT•} (�I � J :il l�•l_11�Z•1.7 1>��r i�llmne ►P
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 PA110,
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 MI11GA11ON PLANTINGS (SEE
NOTE 10).
16. EXISTING LANDSCAPED AREAS CONSISTING OF ORNAMENTAL PLANTS AND
EXISTING LAWN AREAS TO REMAIN, PLANTS AND LAWN TO BE ADJUSTED
ACCORDING TO CONSTRUCTION DISTURBANCE. PROPOSED 10' MITIGATION STRIP.
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SCALE 1 "=2000'f
ASSESSORS MAP 16 PARCEL 48C
LOCUS IS WITHIN FEMA FLOOD ZONES VE 13 & AE 11
AS SHOWN ON COMMUNITY PANEL #25001C0588J
DATED 7/16/2014
PROJECT IS LOCATED OUTSIDE OF FLOOD ZONE (VE
EL. 13) & THE LIMIT OF MODERATE WAVE ACTION
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'
AZo�6
DATE DANIEL A. OJALA, P.E., P.L.S.
S LOCATED WITHIN THE AQUIFER
=CTION OVERLAY DISTRICT
_ING TO BE LOCATED ENTIRELY WITHIN
1SIVE USE AREA
'OSED BUILDING HEIGHT 34.2, AVERAGE
RAL GRADE AT THE STREET IS 9.1'
WTIVE SLOPE WITHIN PROPERTY TOWARDS
1SIVE USE AREA, AVERAGE NATURAL
MEASURED AT THE STREET)
ANGELA A. COSENZI TRUSTEE OF THE ANGELA A.
ZI LIVING TRUST
SS: 151 STEEPLEVIEW DRIVE
HAMPDEN, MA 01036
1,158,937
'1355-6
?442-8
i 442— C
A
0
BAY BOULEVARD
UNIT •
PREPAREDrARMOUTH, A
LA COSENZI
JANUARY 20, 2026
Y 26, 2026 (TOWN COMMENTS)
508-362-4541
downcape.corn
mown cope en,ineoring, Inc.
civil engineers
land surveyors
939 Main Street (Rte 6A)
YARMOUTHPORT MA 02675
SURVEY: QAH
DRAFTED BY: PTT/DEG
CHECKED BY:
25-014 COSENZI.DWG