HomeMy WebLinkAbout5257 1308 Route 28 Site Plan REVISED 10.06.26LEGEND
EXISTING CONTOUR
X 99.
EXIST. SPOT ELEV.
- [99]----
PROPOSED CONTOUR
198.4]
PROPOSED SPOT EL.
TH1
lieI
TEST HOLE
0-
FLAG POLE
�3
UTILITY POLE
LIGHT POST
GAS SHUTOFF
�O°
WATER SHUT OFF
X
FENCE
- W -
WATER LINE
G
GAS LINE
0HE
OVERHEAD ELECTRIC
-T&F
TELEPHONE & ELECTRIC
NOTE. NOT ALL SYVBOLS MAY APPEAR M [DRAWING
4"OSCH-40 PVC AT 2% MIN.
FROM ROOF DRAINS
DICE #24--217
CONTRACTOR TO PROVIDE
30" CAST IRON COVER ON 30" I.D. H-20 RISER INTERNAL
TANK RISER TO EXTEND UP INTO H-20 RISER TO WITHIN 12"
OF FINISHED GRADE FOR EASE OF ACCESS.
CONTRACTOR TO PROVIDE
LEAK DETECTION FLOAT ACCESSED
THROUGH 24" RISER
IN INTERSTITIAL SPACE BETWEEN TANKS
TANK DESIGN:
PROPOSED USE: FLOOR DRAIN PER PLUMBING
CODE, ESTIMATED 500 GAL ONCE PER MONTH,
HAND WASHING EST. 220 GPD, 220 GPD + 20
GPD FLOOR DRAIN X 5 =1,200 GAL REQ.
USE 1500 GAL. TIGHT TANK (ADEQUATE).
TIGHT TANK SHALL BE H-20 1500 GAL.
NON HAZARDOUS INDUSTRIAL WASTE WATER
TANK HOLDING SYSTEM BY ACME PRECAST OR
EQUAL. DOUBLE CONTAINMENT TIGHT TANK
SYSTEM SHALL CONSIST OF H--20 RATED 2500
GAL. SEPTIC TANK CONCRETE VAULT
W/INTERNAL 1500 GAL. MONOPOUR TANK,
VENTED, WITH PLASTIC RISERS UP INTO 2500
GAL RISERS. SEE SEPARATE DETAIL SHEET.
VENT THRU BLDG. STACK. COORDINATE WITH
PLUMBER.
SIGNAGE "NON -HAZARDOUS INDUSTRIAL
WASTEWATER HOLDING TANK" SIGN TO BE
INSTALLED ON BUILDING ADJACENT, SEE
SEPARATE CONSTRUCTION SPECIFICATIONS FOR
DETAILS, LOG BOOK REQUIREMENTS, ETC.
REFER TO 314 CMR 18.00.
PAVEMENT SECTION
S' H-20 F&G
FILTER FABRIC UN
GRATE UNTIL SITE
ADJUSTING BLOC S H-20 RISER
MORTAR ALL COMPONENTS
� � J
5'-0" x Wo
H-20
c 600 GAL.
LEACHPIT
.SHOREY OR EQUAL
3/4" - 1 1 /2"
DOUBLE WASHED STONE fff
4' MIN. AROUND PIT
& 6" UNDER PIT
ROOF DRAIN SECTION
NOT TO SCALE
T&t
wV
GO UN
CONTRACTOR TO PROVIDE
SIGN ON BUILDING ADJACENT
TIGHT TANK WITH LETTERING
"NON -HAZARDOUS
INDUSTRIAL WASTE
WATER HOLDING TANK"
IN 2" LETTERING.
SEE PAVEMENT SECTION
RIM 26.5+
:r:: 2500 G L.
:'. OUTER
TANK
a
H-20 TIGHT TANK
NOT TO SCALE
WATERPROOF/WATERTIGHT
4" MIN. PEASTONE
AND MIRAFI 14ONS
FABRIC OVER STONE
PROPOSED
SECOND
STORY
CANTILEVER �
PROPOSED "
DR YWELL
FOR ROOF j e
RUNOFF
(�'•)
i
/ 7
PROPOSED -
SECOND
cv �J4 `' STORY
/ v, f CANTILEVER
DEDICATED VENT BACK THROUGH
PLUMBING STACK.
PITCH TO DRAIN BACK, NO LOW
POINTS
NORMAL HIGH WATER LEVEL ALARM
TO BE SET FOR 3/4 OF TANK
CAPACITY, ALARM AND PRESS TO
( SILENCE SWITCH ON PANEL INSIDE
BUILDING. LOW VOLTAGE FLOATS,
SIMPLEX PANELS,
/ MEYERS OR EQUAL.
INTERNAL 1500
CONCRETE TANK
- - EXISTING- - - -
COMMERCIAL BUILDING
FIRST FLOOR
SILL ELEV. =27.6'
BAY DOORS
4" GALV. STEEL SLAB 26.8f PITCH
IT FOR ALARMS. ,( TO DRAINS
INV. 24.8±
FLOOR DRAINS
INV. 24.1 SEE PLUMBING
DRAWINGS
NOTE: TIGHT TANK IS DEFINED AS A
"DEDICATED SYSTEM" UNDER THE PLUMBING CODE
USE CAST IRON PIPE, PLUMBI R TO
MAKE UP CONNECTIONS AND VENTS
IRON
PIPE
t
i
J PAVED
I,
AREA
/
LOT AREA:
i
18,981 f S.F.
0.44 t AC.
X
1
\ 22.8'
` Q
+ PAVED
j PARKING
�(z
>
X
NON -HAZARDOUS
a
INDUSTRIAL
Q WASTEWA TER
HOLDING TANK
\
f�QO�
000 %0 O
�1
oX
19.
ON:'
�..
rn
2
XW
LL_
'
w
ROOF i r� i H-
>
DRYWELL i w
�
Xo
(TYP.)
/ J >
O EXISTING 2bOO
i
GALLON TIGHT
T
TANK
o
i
+
OO
C�
_z
Y
fy
<
CL
LaJ
d
cn
Q
PARKING CALCULATIONS:
MOTOR VEHICLE FUEL AND SERVICE: 1 SPACE/2 OCCUPANTS,
3 BAYS 0 1.5 OCC/BAY
4.5 SPACES REQUIRED
665 S.F. OFFICE: 1 SPACE/2 OCCUPANTS =
1 SPACE REQUIRED
1 RESIDENTIAL UNIT: 2 SPACES/UNIT =
2 SPACES REQUIRED
TOTAL: 8 SPACES REQ.
8 SPACES PROVIDED INCLUDING 1 HCP
SYSTEM DESIGN:
DESIGN FLOW: 3 SERVICE BAYS @ 125 GPD = 375 GPD
USE A 375 GPD DESIGN FLOW
TIGHT TANK: 375 GPD (5) = 1875
MIN. 2000 GAL TIGHT TANK CAPACITY REQUIRED
USE EXISTING 2000 GALLON TIGHT TANK
SITE IS WITHIN PHASE 1 OF PROPOSED SEWER (CONTRACT 4)
AND TO BE CONNECTED AS SOON AS AVAILABLE
NOTE: FLAT GRADES, CAREFUL GRADING REQUIRED.
MATCH EXISTING GRADES AND SWALES EXACTLY.
CAPE COD BERM
12"X3" INTERGRAL WITH TOP COAT
TO MATCH EXISTING (NOT APPLICABLE THIS SITE)
EXTEND GRAVEL 6" MIN.
PAST EDGE PAVE COMPACT SUBGRADE
�l
1 i
APPROX. Hf 01)1 OVERLAY LINE
(DIGITIZED FROM ZONING MAP)
1l, /
1 1
1 III!
I �� 1
` ,
x/ O
53.5' 1
- Ir
OOoO 000 X Q
CONC.
� Q° O ° VENTS
LLI
x �
�o 00
0 oy a \ Q
GAS �2� IROE� , \
o �i Q
BILLBOARD
1 \ L=160.00, R=2049.65
N
D
GAS P MPS n
G I-Z
0
T &F T&E T&E
T
,�� T8cE T O-^- CHI-7 CH �
OHE ---- °HE 0HF_ 26 SIDEWALK
SIDEWALK
- ] F0G l
BENCHMARK:
MAGNETIC NAIL i
ROUTE 2S =2&.4' NAVD88 /� CENTERLI
1.0" TOPCOAT MASS DPW
TYPE 11
2.0" BINDER
12" REPROCESSED ASPHALT GRAVEL
MDPW SPEC. VIB. ROLLER COMPACTED
PAVEMENT CROSS SECTION
NOT TO SCALE
Scale.1 "= 20'
() 10 20 30 40 50 FEET
NOTES
1. DATUM IS NAVD88
2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (811) AND VERIFYING THE LOCATION OF ALL
UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF WORK.
4. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE
WITH TOWN.
5. PROPERTY TO BE CONNECTED TO TOWN SEWER WHEN
AVAILABLE.
DATE DANIEL A. OJALA, P.E., P.L.S.
LOCUS MAP
SCALE 1" =2000'f
ASSESSORS MAP 60 PARCEL 160
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO587J
DATED 7/16/2014
te7rr11iL�1�1�[I�I�L�I�31<�TI~'�L�1
REQUIRED
EXISTING
PROPOSED
MIN.
LOT SIZE
20,000 S.F.
18,981 S.F.
18,981 S.F.
MIN.
LOT FRONTAGE
125'
160.0'
160.0'
MIN.
FRONT SETBACK
30'
4.0'
4.0'
MIN.
SIDE SETBACK
25'
11.6,
10.8'
MIN,
REAR SETBACK
20'
N/A
N/A
MAX.
BUILDING COVERAGE
25%
11.3%
20.0%
MAX.
IMPERVIOUS COVERAGE
70%
82.8%
82.8%
ZONING DISTRICT: B1 DISTRICT
REQUIRED
EXISTING
PROPOSED
MIN.
LOT SIZE
25,000 S.F.
18,981 S.F.
18,981 S.F.
MIN.
LOT FRONTAGE
150'
160.0'
160.0'
MIN.
FRONT SETBACK
30'
4.0'
4.0'
MIN.
SIDE SETBACK
25'
11.6,
10.8'
MIN.
REAR SETBACK
20'
N/A
N/A
MAX.
BUILDING COVERAGE
25%
11.3%
20.0%
MAX.
BUILDING HEIGHT
35'
<35'
<35'
MAX.
IMPERVIOUS COVERAGE
70%
82.8%
82.87,
SITE PLAN
OF
1308 ROUTE 28
SOUTH YARMOUTH, MA
PREPARED FOR
RABIH BASSIL
DATE: OCTOBER 1, 2025
REV: NOVEMBER 18, 2025 (PARKING SPACE)
REV: APRIL 13, 2026 (ADDITION, IWHT, DRYWELLS)
REV: OCTOBER 6, 2026 (ADDITION)
off 508-362-4541
fax 508-362-9880
downcape.com O
170WO cape e# Iftferin1f, INC.
civil engineers
land surveyors SURVEY: QAH
939 Main Street ( Rte 6A) DRAFTED BY: DEG
YARMOUTHPORT MA 026'75 CHECKED BY:
24-217 BASSIL.DWG