HomeMy WebLinkAboutSite Plan- BB-- EIaSnNG DCInCGR
X Ps.1 Ex- sPOi ELV,
—(D;,— PROPDSED COMOUR
(PB.4) PROPOSED SPOT EL.
TES HO E
]J SLOPE OF GROUND
�2i , unm Pol<
' DRE HfORAtt
PARKING CALCULATIONS:
10 WORKERS X 1-SPACE/2 WORKERS =5 SPACES
TOTAL 5 SPACES REQUIRED
8 SPACES PROVIDED INCLUDING 1 HANDICAP -
32 PERIMETER TREES ® 20' ON CENTER
I
MAP 93 PARCEL 26
BRUCE A LACKEY
DB 28528 PG 298 1
MAP 93 PARCEL 28.1
JASON S WATKINS TRS
03 22236 PG 143
MAP 93 PARCEL 28.2
JOE AND DOM LOUD LLC I
DB 24616 PC 25 1
1
ZBA
#17-397
MAP 93 PARCEL 27
RJB BOATS, LLC
DS 23227 PC 262
Corpor Wtion Road
I ( 40' Priwte w )
TREE (TYP)
S 1
s
huh Q x �
O O n
q1' yy
135
200
EXISTING POLE -
AND OVERHEAD
WIRES TO BE
REMOVED
1
Lot SA
Are❑=51 488i Sq. Ft.
Or
1.ta= Acres
Shcpe = 15.7
ELEC. RISER
� FYEO RISER
\O"QT— I
\ i
BENCHMARK:•\
NAIL
=78.6' NAv088DB
MAP 93 PARCELMA0
�ANIL DIWAN
-
25502 P
fN}�l s'P
-- P- —"C —
PROPOSED
BUILDING
7,D00 S.F.
SLAB = 82.25
aig CONIC. APRON
PITCH 1% MIN,
AWAY FROM
p BUILDING
C
12
naU 43'14' A
y MAP93PARCEL 28.5
g RH11 SIDDHARTH
DB 23373 PG 318
NOTES
I. OANM IS
q. IL1 MUNKDPAL WATER
3. —MUM PIPE RTC TO BE 1/9- PER FOOT. TT xF
4. OESICN LOADING FOR ALL PROPOSED PRECAST UMTS.
TO BE AASHD N-2M
5. PIPE JOINTS TO BE MADE WATERTIGHT /j �l
& CONSTIUCTION DETAILS TO BE IN ACCaRDANCE WTH �i f� / ) De� ^¢ /
310 CMR 15.000 (TIRE 5.) / i {/
7. THIS PLAN IS FOR PRCPOSED —K ONLY AND NOT TO
BE USED FOR LOT ONE STAKING OR ANY OTHER / r/
PURPDSE
B. PIPE FOR SEPTIC S151EM TO Sal. 40-4- PVG 4 11
S ,� 7 ��Gacus
B. CONP NSPEE NOT TO BE RD OF
OR ANNCEAIEp
WTXpR INSPECTION BY OM BOARD
R XfLLTN AND iA
PFAM1590N OBTNNED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALUNG
OIGSAFE (1-B88-St4-]2J3) AND VERIFYING TIE --
LOCATION OF ALL UNDERGROUND & OVERMENO UTUTES
PRIER TO COMMDICEMENT OF WCRK.
LOCUS MAP
11. ANY UNSUITABLE MATEAIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED
SCALE 1=2000'i:
-
vAaixtc FAauTv.
ASSESSORS MAP 93 PARCEL 28.6.1
12 C—NATE UnUTY INSTALLATKx1S M1TI1
APPROPRIATE VENDORS
13. STE Ua RNG SHALL NOT CAUSE GLARE FOR
MOTORISTS, PEDESTRIANS, OR NDCHBCRINC PREMISES
11 ALL CONSTRUCTION MATERIALS, CgIPONFTITS..0
MEINODS EMPLOYED ON THIS PROJECT WORK SHALL
CONFER TOTXE TOWN M YARMWTN SUBDIMSION
REGU XRONS AND/OR THE MASSACXUSETTS
DEPARTMENT Of PUBLIC WORKS STANDARD
ZONING SUMMARY
ZONING DISTRICT: B3 DISTRICT
REQUIRED:
PROPOSED:
SPE.n.nONS FORMOMS AND WON— AS
'AMENDED TO PRESENT.
MIN. LOT SIZE 40,000 S.F.
MIN. LOT FRONTAGE 100'
51,488t S.F.
128.25'
MIN. FRONT SETBACK 30'
37.0,
MIN. SIDE SETBACK 10'
107.3'/52.9/
37.2'/60.5'/64.2-
MIN. REAR SETBACK 30'
59.8'
MAX. BUILDING HEIGHT 35'
<35'
MAX. LOT COVERAGE' 70%
67"
MAX. BUILDING COVERAGE•35R
13.6
'ARTIFICIAL RECHARGE OF EXCESS RUNOFF MUST BE PROVIDED
SITE IS LOCATED WITHIN THE AQUIFER PROTECTION OVERLAY
_
DISTRICT
OWNER OF RECORD
CLOUD FIFTEEN TRUST
%I •IL`
1 SIDDHARTH LANE -
I'I,It I
-IN
t�
W2
6
HOLBROOK. MA 02343
11�
II
REFERENCES
DEED BOOK 30690 PAGE 253
PLAN BOOK 618 PAGE 18
ROOF DRYWELLS
H-20
WITH 2' STONE
AROUND
�I °Lli�L- Ia
III � I I
n IIII I� I I II AN
I
I
34.5' I I II
ilI y�Tq%71 1 I MAP 94 PARCEL 1.3
ANIL DIWAN
DB 24522 PG 21
II
SITE PLAN
IIII PP - OF
W
S87'37 �-_ -� =---- #17 CORPORATION ROAD
- 8 YARMOUTHPORT, MA
PWM1'f
MAP 94 PARCEL 1.4
III I DANIEL LUIS XANER PREPARED FOR
OB 28056 PG 249 STEVE BELANGER
V ` "^�•••.....I; DATE: FEB. 26, 2018
Scale: 1'- 20'
U � �"iT'DAZL
20 3a 4❑ 50 rET
Q m V 7 ❑ IELIEL~:u``,. .{ ❑ANIELA'j.
I JAL\ 11 SOB-382-4541
P,-CIVIL
E�.t IVSOB-362-BBBO
{ ti X re I e nccPs.ean o I c R down cape sn`in*erin` ine,
civil engineers
4 o I4 . • `N �( land surveyors
1 - DATE DANIEL A. OJALA, P.E.. P. V 939 M.M Street ( Ree 61)
YARMOVTNPORr MA 02675
PERMIT SET NOT FOR CONSTRUCTION