HomeMy WebLinkAbout759 Route 28 - Site PlanASSESSORS MAP 27 PARCEL X1
ZONING: B-2
MIN, LOT AREA - 20,000 SF
MIN, FRONTAGE - 125 FT
SETBACKS: FRONT - 30 FT 42.1'± PROVIDED TO RT 28, 31.7'± TO PAWKANNAWKUT
SIDE - 25 FT 5.4'1 PROVIDED
REAR - 20 FT N/A
LOT COVERAGE: BLDG 25% MAX. 10,574 SF = 17% PROPOSED
IMPERVIOUS: 70% MAX. 38,100 SF= 62% PROPOSED
PLAN REF. PB 425 PG 53
SITE IS NOT IN AQUIFER PROTECTION OVERLAY DISTRICT
FLOODZONE: Al2 (EL 10)(YARMOUTH PANEL 6)
EXISTING USE: 24 UNIT CONDOMINIUM (A7 -CONDOMINIUM, TIME-SHARE MOTEL)
PROPOSED USE: 24 UNIT CONDOMINIUM (A7 -CONDOMINIUM, TIME-SHARE MOTEL)
PARKING CALCULATIONS:
301.5 MULTIFAMILY DWELLING: 24 UNITS (1.5 SPACES/UNIT) - 36 SPACES REO.
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MAP 27 PCL Y2
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REALTY TRUST
OTSIVALIS, TR.
' 28 PCL R1
SEPTIC REVIEW: 1978 TITLE 5 CODE
FLOW TO 3500 GAL S/T:
11 BEDROOMS AT 110 GPD/BEDROOM = 1210 GPD
2 WASHERS AT 400 GAL/DAY = .800 GPD
TOTAL: 2010 GAL/DAY
SEPTIC TANK: 2010 (1.5) = 3015 GAL
USE 3500 GAL SEPTIC TANK
FLOW TO 2500 GAL S/T:
15 BEDROOMS AT 110 GPD/BEDROOM = 1650 GPD
SEPTIC TANK: 1650 (1.5) = 2475 GAL
.USE 2500 GAL SEPTIC TANK
LEACHING AREA: TOTAL DESIGN FLOW - 3660 GAL/DAY
USE (4) LEACHING TRENCHES (100' X 4' X V DEEP)
SIDEWALL: (100+4)2(1.0)=208 SF(2.5) = 520 GPD
BOTTOM: (100)(4) = 400 SF (1.0) 400 GPD
TOTAL= 608 SF = 92T-GPD/TRENCH
920-X- 4 TRENCHES = 3680 GAL/DAY TOTAL
GENERAL NOTES: i _(( // 15 v
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS / /��� /I )) �� 16 -
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING / f/ �� EXISTING �'— i
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1- / / �',��' 2500 GAL _
H CABLE PIPE OR SEPTIC_jAN 17
MAY AVE �'' i
WHICH
NY OTHER UTILITIES/ 1
888-344-7233) ANDAi
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. /i •` „ EXISTING PARKING 4
STRIPING (ttPJ
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS ,/ \20 �•�
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS -1 // i�// CONTACTS:
AND\OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS - /21
OWNER/APPLICANT: YARMOUTH CONDOMINIUM TRUST
FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
9 j 22 EXISTING
3. SEPTIC INFORMATION FROM SITE PLAN BY DOWN CAPE ENG. DATED 6-9-88 Area = 61 ,683 Sq.fl 759 MAIN ST.
/ 23 CONDOMINIUM SOUTH YARMOV 9 31 02664
1 .42 Acres PHONE: (508) 398-3122
4. VERTICAL DATUM IS NGVD. // / //• //;/ 24 OF 04 BUILDING ENGINEER: DOWN CAPE ENGINEERING INC.
THE PROPOSED WORK ONLY AND SHOULD NOT `L F -
THI PLAN IS FOR E 8085 5 3 PHONE: (508) 362-4541
5. S ,
BE USED FOR PROPERTY LINE STAKING. j �' �/ i/// / , 25 60 -� 9 �NR� 25 LOT uNE = ZONING UNE
LEGAL: ATN. EDWARD SWEENEY
ZNR ARDITO, SWEENEY, STUSSE, ROBER SON & DUPUY, P.C.
25 MID TECH DRIVE, SUITE C
WEST YARMOUTH, MA 02673
PHONE: (508) 775-3433
JTO
P00�ESITE PLAN
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\ �
10.480' w e
AV OF LAND IN
` 69. SOUTH YARMOUTH, MA
\
\ NEW STRUCTURE (SHADED AREA)
\,''�SHED FORMERLY HERE 1j.31, �:1 PREPARED FOR
(9-8-98 LOCATION) / �// -� FORMER STRUCTURE LOCATION (DASHED LINES)
NOW REMOVED 5.9Y, ik, 1 (9-8-98 LOCATION) NOW REMOVED
YARMOUTH CONDOMINIUM TRUST
N/F (a Y j*
759 MAIN STREET
CONCEPCION C. LAFARGA ; N
MAP 27 PCL X4 N� p SOUTH YARMOUTH, MA 02664
JOHN J. N
TAYLOR 7.5 I
ET AL
SCALE: 1" =20' DATE: 2-12-99
NOTE: 52 S.F. OF ADDITIONAL BUILDING IN SIDE YARD. / N/F -
20 0 20 40 60 Feet off 508-362-4541
, (°x 508 362-9880
GERTRUDE
_SZYMANSKI
TBM. TOP OF
MAP 27 PCL X10 down cape engineering, Inc.
CONCRETE BOUND
- ' . VIM 0' M
ELEv 7.75 �� ter CIVIL ENGINEERS
o� ARNE �y LAND SURVEYORS
0
IYO W' Y
939 main st. armouth, ma 02675
G" DATE ARN P.E.,P.L.S