HomeMy WebLinkAbout193 Whites Path - Site Plan 2HEAVY DUTY H-20 COVER
LABELED "DRAIN"
DRILL 2) 1"0 HOLES IN COVER
-211 DRILL (2) 1"0
MIRAFI 140N FABR2 OVER HOLES
4" MIN. PEASTONE PRECAST b SOLID H-20 1% MIN. FROM
RISERS ,i 12"0 HDPE ROOF DRAINS
AS REQ. ADS N-12 OR EQ.
OR CATCH BASIN
2.0' (TYP.)
PROPOSED
H-20
W. LISTED .
c a 1000 GALLON
m LEACHPIT
:....:.:..._En_._._. .... 6'0X6'-8' SHOREY i
LP1000H-20 OR EQUAL
6' WASHED STONE UNDERNEA
3'X3' LEACHING TRENCH ., STRUCTURE, COMPACTED
EiETWEEN STRUCTURES ..-......................... ---
SEE TRENCH CROSS SECTION 3/4" - 1 1/2' 4' MIN AROUND PIT
WASHED STONE (TYP.)
HI PT
49.36
-MORTAR ALL COMPONENTS
0YP.)
INVERT ELEVATION
AS LISTED ON SITE PLAN
3 C.B. TRAP
12'0 HDPEWPIPE
PROPOSED
1000 GALLON PRECAST
H-20 CATCH BASIN
'0X6'-8' SHOREY SOLID
BASIN H-20 OR EQUAL
I NOT TO SCALE
MID CAPE HIGHWAY (RT. 6)
(STATE HIGHWAY - FENCED, NO ACCESS)
'MITE'S O PATH
TOWN WAY
CAPE COD BERM
N Ea
i
/
LEGEND N
O SEWER MANHOLE
ASo
O WATER CATE
O CATCH BASIN
' PROPOSED CONTOUR
V� UTILITY POLE
A GROUND LIGHT
0 EXISTING POLE LIGHT
vS GAS VALVE
FREE STANDING SIGN
ODRAINAGE. MANHOLE
nGUY WIRE._
0A.D. AREA DRAIN
CATVCABLE RISER
�-o EXISTING SHRUB
EXISTING HYDRANT
EXISTING TREE (4' MIN.)
PROPOSED SHRUB
PROPOSED 3" CALIPER
� PARKING/BUFFER TREE
�J `l PROPOSED LEACHING PIT
• `� &LEACHING TRENCH
POST & RAIL FENCE
• EXISTING CHIMNEY
C GAS LINE
0
Of
EMOVE PAVEMENT
P 'E
4'W HED ONE
_ ISTIN EDGE PAVE (TYP.) APRO S AR ND
QPG�S
NO �'
CO, _
1 q I i
0 QPGF`'
5S
1
�S
EXI NG SEPTIC SQpG \
SYST TO REMAIN
B OX. LOCATION
11 )E�CH,PFFFX $
8.25' DEP i
DRAINAGE CALCIU A77ONS:
DRAINAGE AREA OAT = 27,552 SF, 25 YR STORM (ADDITION AREA)
ROOF AREA = 20 361 CURVE NU BER = 0.99
RATIONAL METHOD =CIA = 0.99 5.0 20361/43569)[448.11)-}246 GPM
1246 GPM/0.7GPMYSF =1760 S� R� UIRED
USE 22' X 3' X 3' LEACHING TRENCH & (4) 1000 CAL LPITS
W/ 4' STONE = 1870 SF. O.K.
DRAINAGE AREA DA2 = 20,232 SF, I�25 YR STORM (ROOF; FIRE LANE AREA)
�ROOF pARE(A1 - 10,132 C.N. =�)0/g9 -WOODSD/,SAND/GW.VEL. C.N:=0.4
RATIONAL MEfNOb 5)(20232/43560)(448.8)=803 GPM
803 GPM/0.7GPM/SF -1145 SF REQOIRED
USE 41' X 3' X 3' LEACHING TRENCH & (2) 1000 GAL LPITS
MIRAFI 140N FABRIC OVER W/ 4' STONE = 1205 SF. O.K.
4' PEASTONE OVERLAP 12"
12'0 SLOTTED H-20 32"
CORRUGATED HOPE PIPE
ADS N-12 OR EQUAL _
.75"-1.5' DOUBLE
:TIONAL PLATE - WASHED STONE
3. COMPACTED 6" LIFTS
DRAINAGE TRENCH CROSS SECTION
NTS
V: HYDRANT ON TAG BOLT
# 871 EL. = 49.62'
REMOVE PAVEMENT
!/NEAT SAW CUT
6 LOAM & SEED '
W/METAL BORDER
TVP. ^
49
?a"
ASSESSORS: MAP 98 PCIS 77 (OLD MAP 87 PCL M002)
FRAME AND GRATE ADDRESS: #193 WHITES PATH, SOUTH YARMOUTH, MA
PLAN REF. 2-28-86 DCE PLAN, LCP'S
SCALE: 1'-0" ZONING DISTRICT: B3
MINIMUM WEIGHT. 388 LBS. SETBACKS: 30' FRONT, 10' SIDE, 30' REAR
H-20 RATED LEBARON OR EQUAL '
MAX BUILDING COVERAGE 35%
MAX WERVIOUS COVERAGE: 70%
AB. DRIVEWAY GROUNDWATER OVERLAY DISTRICT: APD
FLOODZONE: C
EXISTING USE: N-8 PRIVATE SPORTS CLUB
PROPOSED USE: N-8 PRIVATE SPORTS CLUB
LOT SIZE: 169,370 SF± (3.89 AC. t)
60,
\ •6�. 9f` m
REM VE
0
5
o I
G Etr`a
\
WEAN RD N
EXISTING IMPERVIOUS PAVING : 79015/169370= 46.7%
PROPOSED IMPERVIOUS PAVING : 66956/169370= 39.53%
0
SIGN DETAIL
EXISTING BUILDING COVERAGE -42757/169370 = 252% (<35%
MID CAP£ HIGHWAY RT.6
\
SCALE 1"=10'
WHITES PATH
VIII
= 71.9% (>70%
N.G.) PROPOSED TOTAL IMP. COVERAGE: 118329/169370 = 69.9% (<70% O.K.;
� oAD 'LOCUS
pfi
50
I
o.
Sq
ON AB. PROPERTY
4
se EAST & SOUTH
LOCUS MAP
LOT LINES
SCALE 1" = 2083'
PROPOSED PARKING CALCULATIONS:
ASSESSORS: MAP 98 PCIS 77 (OLD MAP 87 PCL M002)
FRAME AND GRATE ADDRESS: #193 WHITES PATH, SOUTH YARMOUTH, MA
PLAN REF. 2-28-86 DCE PLAN, LCP'S
SCALE: 1'-0" ZONING DISTRICT: B3
MINIMUM WEIGHT. 388 LBS. SETBACKS: 30' FRONT, 10' SIDE, 30' REAR
H-20 RATED LEBARON OR EQUAL '
MAX BUILDING COVERAGE 35%
MAX WERVIOUS COVERAGE: 70%
AB. DRIVEWAY GROUNDWATER OVERLAY DISTRICT: APD
FLOODZONE: C
EXISTING USE: N-8 PRIVATE SPORTS CLUB
PROPOSED USE: N-8 PRIVATE SPORTS CLUB
LOT SIZE: 169,370 SF± (3.89 AC. t)
60,
\ •6�. 9f` m
REM VE
IS
\
EXISTING IMPERVIOUS PAVING : 79015/169370= 46.7%
PROPOSED IMPERVIOUS PAVING : 66956/169370= 39.53%
C IN
SIGN DETAIL
EXISTING BUILDING COVERAGE -42757/169370 = 252% (<35%
O.K.) PROPOSED BUILDING COVERAGE: 51577/169370= 30.45% (<35% O.K.)
\
SCALE 1"=10'
EXISTING TOTAL IMP. COVERAGE: 121772/169370
= 71.9% (>70%
N.G.) PROPOSED TOTAL IMP. COVERAGE: 118329/169370 = 69.9% (<70% O.K.;
50
49 CHAIN LINK FENCE
ON AB. PROPERTY
se EAST & SOUTH
DS ISLANDS N /
LOT LINES
EXISTING PARKING CALCULATIONS:
PROPOSED PARKING CALCULATIONS:
OFFICE: 1900 SF (1 SP /200 SFk
= 9.5 SPACES
OFFICE: 1900 SF (1 SP /200 SF) - 9.5 SPACES
RETAIL: 175 SF (1 SP. / 210}
0.6 SPACES
RETAIL' 175 SF (1 SP. / 210) = 0.8 SPACES
TENNIS COURTS: (9)( 3 SP/CT.)
= 27.0 SPACES
TENNIS COURTS: (9) ( 3 SP/CT.) = 27.0 SPACES'
RACQUETBALL COURTS: (2)(2 SP/CT-.)
- 40 SPACES
RACQUETBALL COURTS: (2)(2 SP/CT.) = 4.0 SPACES
EXERCISE ROOM: 56 PERSONS S11.3
60 SEAT
= 18.7 SPACES
EXERCISE ROOM: 56 PERSONS (1/3) 18.7 SPACES
RESTAURANT (1 SP / 3 OCC.)=
20 SPACES
26 SEAT TAVERN (-1 SP /.3 OCC_) .= 8.7 SPACES
BSERVATION7 25 8.3 SPACES
SP3 )
POOL.
80 SPACES
REQUIRED 40 BATHERSC( 1 SP /1 13.3 SPACES
J
.00C.)
�
9 SPACES REQ
REQUIRED
`
V
113/8 = 14.1 TREES REQ., 15 TREES PROVIDED
EXISTING SEPTIC CALCULATIONS:
PROPOSED SEPTIC CALCULATIONS:
OFFICE: 1900 SF ( 75 GPD/1000 SF)
= 142.5 GPD
OFFICE: 1900 SF ( 75 GPD/1000 SF) = 142.5 GPD
B
RETAIL 175 SF (50 CPD/1000 SF)
= 9 GPD
RETAIL 175 SF (50 GPD/1000 SF) _ 9 GPD
^�
TENNIS COURTS: (9) 250 GPD/CT.)
= 2250 GPD
TENNIS COURTS: (9) 250 GPD/CT.) - 2250 GPD
RACQUETBALL CTS. (2� (125 GPD/Cj�
_ 62.5 GPD
RACQUETBALL CTS. (2S (125 GPD/CT.) _ 62.5 GPD
E SE ROOM. 56 PERSONS (25 GPD) = 1400 GPD EXERCISE ROOM: 56 PE SONS\ 25 GPD) Sq 60 SEAT RESTAURANT ( 35 GPD/SEAT) 2100 GPD 26 SEAT TAVERN ( 20 GPD/SEAT) _ ',1520 GPD
\\ J'q 90<"� 5964 GPD
POOL 40 BATHERS (10 GPD/PERSON) ='400 GPD
TOTAL AREA OF PARCEL y 4784 GPD
169,370 SF± (3.89 AC.±)
\ I
\ l \ 47
\ °
\ Gy 20y� i.
\ \ y6
\ EXISTING �+
H-20 1000 GAL \ cA \ e
SOLID CATCH BASIN
WITH MDC TRAP
INV. 42.5 ,� \ \9•
(TYP-)
IMPS 1 • .I `\ n \ - Js t.
42.5 RAMP
EXISTING METAL BUILDING
SLAB EL 47.55± /
\\ \\_W • �� \`\ S E ED \ -
\ ( \F DU ER ALL EXISTING HVAC
` X6.5 \� AREA TO BE MOVED TO P,COF \ �'.✓
rat / EXISTING
(2) 1000\GAL CH FITS ��� t-:. �` .. �� _-D• _ _. __ � ^ ", �'r ._...,
WITH 4' SThNE &NTRENCH • \ . \ EMO
HVAC
6NC.
INVERTS EL\42.0 \ I }
E; N
\ \ \ \ 0\ G 1 EXISTING
0 OVER NAUTILUS \ \
\ \ T \
FIRE SERVICE LINE E ( ROOM /.' , \ �
\ \ AY P. DOOR SHED \
\ \ (REMOVE) \
\ \ \O• HVAC \
\ \ (REMOVE) \
\ \ > PROPOSED 49' X 180" \
\ \ ADDMON \
\ \ \ \ SLAB EL_ 47.55'1
EXISTING PAVEMENT \\\
REGRADE/SWALE \ EQ. 'fl \
J \ \
DIRT ROADS
\
N AT 1% MIN. (TVP.) \\� a� C,// 45.0
CONNECT ALL EXISTIING,PAYEp
DOWNSPOUTS, SEE ARCH. TENNIS CO'10i I. S O
DRAWINGS. (FENCED)' i 9P
3'GWPER
TREE
-RfllffO(RCED NEIV BACK RUM
HOE -DOUBLE SIILWD 12 G,
GAW ANWAM IWISTED WIRE
-TREE WRAP. LAP ETAS DOWN
DO NOT SIAPLE
-3 STAKES EOL LLY SPACED
AROUND TREE 2 1/2x2 i/YxIV
SPACED 1'-D' FROM TRUIK,
STAINED LWCK BROWN.
STARES DRYEN Al ANGLE AND
PU1ED VERTICAL VTH WIRE
MRI 4'-O' BURIED
-MMR S DEEP SIKER
-3" Rpm SHREDDED BARX MULCH
r
-REIVIE MAP FLROM TCP
HALF OF ROGTIML
o V L
n I ICOMPACTED SUB -GRADE
SOL MIX
N I
i 2' iVl 12"
MN
TREE PLANTING DETAIL
N.T.S.
SITE PLAN
rl m OF LAND IN
CA SOUTH YARMOUTH, MA
O PREPARED FOR:
-'I - MID -CAPE RACQUET & HEALTH CLUB, INC.
X193 TFITE'S PA71L SO. YARMOLTIL MA 02864
G
(REMOVE PAVEMENT) r �\
Q
100. I
\
(2) 1000 GAL LEACH PITS EXISTING TENNIS COURTS
WITH 4' STONE &TRENCH WITH BUBBLE COVER
ROOF DRAIN & BACKWASH PITS \
INVERTS EL. 41.0 \
\
B.OA DESCISION ALLOWING \
PAVING IN SIDE YARD. \
1978 41472 \
BUBBLE 1985 92202
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE.PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS
PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULFTIONS
AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT.
3. VERTICAL DATUM IS ASSUMED FROM QUAD.
4. TOP OF FOUNDATION IS 1.81' BELOW HIGH POINT IN ROAD
(3.81' VARIANCE IS REQUESTED)
5. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-H20 UNLESS NOTED.
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO
BE USED FOR PROPERTY LINE STAKING.
7. ALL STORM RUNOFF TO BE CONTAINED ON SITE
B. 6" LOAM AND SEED OR STABILIZE WITH WOOD CHIPS ALL DISTURBED AREAS NOT PAVED.
9. OWNERS ENGINEER TO INSPECT SITE WORK. 24 HR. NOTICE REQUIRED FOR INSPECTIONS.
10. BUFFER PLANTINGS AS REQUIRED.
11. ALL ROOF RUNOFF TO BE PIPED TO DRAINS AS INDICATED. 17. MIN. PITCH.
DRAFTER: DAO DATE: 11-30-00
CHKD BY: AHO
';r
.AI F 1"
SITE PLAN
SCALE: 1"=30'
30 0 30 60 90 Feet
SEPTIC SYSTEM CALCULATIONS:
GREASE TRAP: 26 SEATS(15 GAL/SEAT) = 390 GAL. REQUIRED
USE 1D00 GAL G/T (EXISTING)
SEPTIC TANK: 4731 (1.5) = 7097 CAL REQ.
EXISTING 7500 GAL. S/T PROVIDED
EXISTING LEACHING SYSTEM: 1978 TITLE 5 CODE SYSTEM
4 -LEACH PITS, 16' EFFECTIVE DIAMETER, 8.25' DEPTH
SIDE AREA: 16 PI (8.25 = 414.7 SF (2.5 GPD/SF) ='1036.7 GPD/PIT
BOTTOM AREA: PI(B) 8)= 201.0 SF (1.0 GPD/SF).= 201 GPD/PR
615.7 SF/PIT 1237.7 GPD/PIT
1237.7 GPD/PTT X (4) PITS - 4950.8 GPD CAPACITY
NOT TO SCALE
Ae
\�
6 es
pS
CML ENGINEER: DOWN CAPE ENGINEERING. INC.
939 MAIN STREET YARMOUTHPORT,MA 02675
PH. 1-806 362-4541
FAX 1-508-362-9880
ARCHITECT: GAFFNEY ARCHITECTS
POBOX 911
800 MAIN STREET, DENNIS, MA 02638
PH. 1-508-385-5447
FAX 1-508-385-8573
LEGAL: ATTY. EDWARD SWEENEY
ARDITO,... SWEENEY, STUSSE, ROBERSTON & DUPUY
25- MID TECH DRIVE, SUITE C
WEST YARMOUTH, MA 02673
PH. 1-508-775-3433
FAX. 1-508-790-4778
Off 508-362-4541
fmr-508 362-9880
,,t" OF
RN H_414S4, down cape engineering, inn.
N
CIVILy H. C/VIL ENGINEERS
Na 90792 CIA
°�crsrlaE° ��Q N
26348LAND SURVEYORS
)oelE �o�olUNAH LaN4O JQa 939 Main Street YARMOUTHPORT, MASS