HomeMy WebLinkAboutProposed Site Plan 1.26.2022PROPOSED MITIGATION PLANTINGS SHALL CONSIST OF A MIX BUILDING HEIGHT CALCS. CONSTRUCTION NOTT,S:
OF NATIVE SHRUBS, WITH SPECIES, SIZE AND SPACING IN PROPOSED RIDGE ELEV. = 37.71
ACCORDANCE WITH THE CAPE COD COOPERATIVE EXTENSION AVERAGE GRADE ® STREET = 2.8+ - NO HERBICIDES TO BE USED ON SUBJECT LOT.
LIST OF TREES & SHRUBS FOR COASTAL ENVIRONMENTS. PROPOSED HEIGHT = 34.9'f DRIVEWAY TO BE CONSTRUCTED OF PERMEABLE MATERIAL.
ALL REMAINING LAWN AREAS SHALL BE LOAMED AND SEEDED
WITH A DROUGHT -TOLERANT FESCUE SEED MIX. FINAL LIMITS OF CONSTRUCTION AND/OR GRADING TO BE AS SHOWN ON PLAN
LANDSCAPING PLAN SHALL BE SUBMITTED TO CONSERVATION �.
AGENT FOR APPROVAL PRIOR TO IMPLEMENTATION. AND SHALL BE VISIBLY MARKED, PRIOR TO, AND DURING CONSTRUCTION.
J ILd Q FABRIC SILTFENCE TO BE SECURELY STAKED IN PLACE PRIOR TO
w Z \ CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS
w I w 00 HAVE BEEN REVEGETATED.
,�S177Z PLAN Q •Q o P�
w I w M 0 \ DISTURBED AREAS SHALL BE STABILIZED AND REVEGETATED AS SOON AS
,ZQ ' 01 o w `\ PRACTICABLE UPON COMPLETION OF GRADING.
NIN o
0:0 H 9 ALL DEMOLITION DEBRIS AND EXCAVATED MATERIAL SHALL BE PLACED
I�ATIIILI 0:0 m \ DIRECTLY INTO TRUCKS FOR REMOVAL FROM SITE, THERE SHALL BE NO
35 FROM o , o
MARSH \ STOCKPILING OF MATERIAL ON -SITE.
NATIl� 88 LIMIT OF WORK/ ` \ GUTTERS AND DOWNSPOUTS CONNECTED TO DRYWELLS, OR CRUSHED
FABRIC SILTFENCE 50 FROM 40� 1 STONE ® ROOF DRIPLINE, TO BE UTILIZED TO CONTAIN ROOF RUN-OFF.
MARSH �., o-� ANY ADDITIONAL WORK BEYOND THE SCOPE OF THAT WHICH IS SHOWN
100' RO - \ HEREON WILL REQUIRE CONSERVATION COMMISSION APPROVAL.
MAR00
BOPCOFMARK
7.1'f E 1 \\ � ', � \� M1.L/.!J
ELEV. = 10.82 .► ` g° 22�R RV16U5 ♦ w2
(NAVD 88)``�` N 7 w / �, �pp EVE Y �,, ,�, �: CREEK
'%� \
CB x x
FND I ` \� OSE� `, `��`�� �xxxx" O"
` x x x x
\ I �� ??,OF3_6R G � \ 0 � x x\ x x x '`�' C'
'(PPROX. LOCA101d� DwE��' �� 2 _ /\ x x x x x x x x x x x x
1 OF EX PfO ' El_ % \ I Y V Y V
` O LSEPT(C SYSTEM TO ` x x x
PROPO.�ED
°
(PER B.O.H. `O _--I
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x x x�x x
\ ; (xxxx MIT1 A�Tl0A xxxxxx
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�' r .. X' 5<- L, NTINGS x x x
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xxxx(1600f SF.)xxxx
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PROPOSED-�
i x x x x x x x A5
PVC BARRIER
T/BARRIER EL.=8.
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x x x/
A6
B/BARRIER EL.=4.5
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MPRSN A
i x x x. A4
PROPOSED
� � �<V Airy
BUILDING SEWER
w
x 4,0. r �
Ak
A8
0
A7
�1
A6 ¢\
INV.OUT HOUSE 7.0 0 2 X x x x x x. x x x A3� 115*ou
/
INV. IN TANK- = 6.0f o_ _ .. Q, t 9
x x X x xfc off w� ni
Lot 73 x x x x SEAR, ' SALT ,SITE' PLAN PROPO,SE'1� 1�1Y�LLING
9,504 S.F:f(Total� x x x: ESE of �r �0 MARSH ���
• A2 6'' :l STEPHANIE Prelvared for.- �Tohn—Patrick Python cc�'
Julia Logliman
�, 22� Al . sF
8,856 S.F:f U land r u l
S 730
3 : �y', _INo.372.13 Location: 31 Crist !Hill Lane, Yarmouth, ffA
LF.'�rL�N� C _ EXISTING BUILDING, all�lrc � '°I o- .>
c ' � 1 ` Rkder & # ilcox, Inc., P.P.& P.L.S. fND DRIVEWAY AND:"F ` a'diah (fill Rd.
—8 — EXISTING CONTOUR HARDSCAPING TO BE
CB REMOVED - �;: ` + P.O. Box 139 Scale: 1" = 90'
Fnd.0 CONCRETE BOUND ?�Eo JZZ So. Orleans, MA.,02682 Lawn by PJ0,,SJfrtf
INNER RIPARIAN ` Tel. 508 255-8312
(ENTIRE PROPERTY LIES ZONE ( % hate - January 5, 9022
0 0 o SEPTIC TANKC PUMP CHAMBER WITHIN THE Fax. (508) "0-2306 Rev. - >/26/22 �Riverfront; Mitigation)
—W WATER SERVICE (PROP) RI�ERFRONT) Job No. 12651
LOCATION AIAP
Not to ,Scale
LOCUS' 0��0+
x
D D D
D
GRIST
MILL LN.
�N
REFERENCE
ASSR'S MAP 29 PCL. 70
P. B. 15J PG. 47
ZONING COMPLIANCE TABLE - ZONE R-25
REQUIRED
EXISTING
PROPOSED
AREA
25000 S.F.
,LOT
UPLAND
8,856 S.F.
8,856 S.F.
FRONTAGE
150'
85'
- 85'
SETBACK FRONT
30'
41.3'
33.5,
SETBACK SIDE
15'
6.4'
7.1 '
SETBACK REAR
20'
16.5'
20.5'
BUILDING COVERAGE
25% MAX
(2,214 SF)
17.87.
(1,579 SF)
23.5%
(2081 SF)
BUILDING HEIGHT
35'
19.5,
34.9'