HomeMy WebLinkAboutBLD-19-6959LEGEND
99- EXISTING CONTOUR
X 99.1 EXIST. SPOT ELEV.
-[991- PROPOSED CONTOUR
198.4] PROPOSED SPOT EL.
TH1
} TEST HOLE
2% SLOPE OF GROUND
c� UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
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
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
750 S.F. OFFICE @ 75 GPD/1000 S.F. = 57 GPD
10 ADDITIONAL WORKERS X 15 GPD/WORKER = 150 GPD
TOTAL DESIGN FLOW ESTIMATE = 207 GPD
SEPTIC TANK: 207 GPD (2) = 414
USE A 1500 GAL. DUAL COMPARTMENT SEPTIC TANK
LEACHING:
SIDES: 2(33.5 + 12.83) 2(.74) = 137 GPD
BOTTOM 33.5 x 12.83 (.74) = 318 GPD
TOTAL: 615 S.F. 455 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
APPROVED
_ , MA
DATE BOARD OF HEALTH
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
�n !Tr`Ir:'cc• AMY VON HONE, RS
DATE: 1/29/18
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
4
0.. 82.4' 0„
FI LL
36" 36"
Rfe 6A
C, C
A
51,488± S.F.
MIN.
LS
100'
Dennis
10YR 4/1
FRONT SETBACK
42'
37.0'
42"
o/
B
107.3'/52.9'/
LS
48„
10YR 4/6
78.4' 48"
PERC C
FS
10YR 6/6
120"
DCE ## 17-397
4
FILL
A
LS
10YR 4/1
B
LS
1OYR 4/6
C
MS & GRAVEL
' 1OYR 6/6
72.4 120
NO GROUNDWATER ENCOUNTERED
ELEV.
78.7'
74.7'
SYSTEM PROFILE
(NOT TO SCALE)
SLAB EL. 82.25' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
2" PEASTONE OR GEOTEXTILE
81.0 MINIMUM .75' OF COVER OVER PRECAST FILTER FABRIC OVER STONE
EST D'BOX
PRECAST H-10 WATERT
RISERS (TYP,) FOR LEVELNESS 4"OSCH40 PVC
2•o
PIPES LEVEL 1ST 2'
*79 5' 10" 24. PIPES LEVEL 1ST 2'
TEE 24" TEE
ENDS
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCRETE COVERS TO WITHIN 3" GRADE
2% SLOPE REQUIRED OVER SYSTEM
BLOCKS OR
PRECAST RISERS
MORTAR ALL
COMPONENTS INVERT IN 78.4'
4,
p f1 (NP') SIDES 79.4'
79 .1 7 TEE 70..72 0000000 oeop 00000000
°0°0°0000 00
GAS BAFFLE GAS BAFFLE-or°o_�°no-
916 GAL COMP. 534 GAL COMP. •• O000
78.77' 78.60' ;°o °oog
N >00000000
'JO,o0epo000opp0�0p0oppppa0.'°Oop0.'O0o°O'
oopp0 -000000000 o°o°p.opoon 0 0 0 r po00o0 0o
00, oo
o
6" CRUSHED STONE OR MECHANICAL 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR
(3) UNITS REQUIRED
COMPACTION. (15.221 [2]) ALL AROUND PRECAST STRUCTURES
OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83'
(-,Z-% SLOPE) MIN. ( % SLOPE) ( 1 SLOPE)
H-20
1500 GAL H-20 H-20 LEACHING
FOUNDATION- 15' SEPTIC TANK 15'i D' BOX 22' FACILITY
MAP 93--P4
JASON S W.
MAP 93 PARCEL 28.2
JOE AND DOM LAND LLC
DB 24616 PG 25
68.7' BOTTOM TH-1
NO GROUNDWATER FOUND
4" SCH40 VENT WITF
CHARCOAL FILTER AS
SHOWN PLAN VIEW
PITCH BACK TO SAS,
NO LOW POINTS.
I'll U
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS PROPOSED
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASHO H-20
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER
PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED
LEACHING FACILITY.
12. COORDINATE UTILITY INSTALLATIONS WITH
APPROPRIATE VENDORS.
13. SITE LIGHTING SHALL NOT CAUSE GLARE FOR
MOTORISTS, PEDESTRIANS, OR NEIGHBORING PREMISES.
14. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND
METHODS EMPLOYED ON THIS PROJECT WORK SHALL
\ CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION
REGULATIONS AND/OR THE MASSACHUSETTS
DEPARTMENT OF PUBLIC WORKS STANDARD
SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS
AMENDED TO PRESENT.
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 93 PARCEL 28.6.1
ZONING SUMMARY
ZONING DISTRICT: B3 DISTRICT
REQUIRED:
PROPOSED:
MIN.
Rfe 6A
C, C
40,000 S.F.
51,488± S.F.
MIN.
LOT FRONTAGE
100'
Dennis
MIN.
FRONT SETBACK
Pond /
37.0'
MIN.
o/
10'
107.3'/52.9'/
37.2'/60.5'/64.2'
MIN.
REAR SETBACK
30'
89.8'
Locus
xit 7
BUILDING HEIGHT
35'
Route 6
MAX.
LOT COVERAGE*
70%
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 93 PARCEL 28.6.1
ZONING SUMMARY
ZONING DISTRICT: B3 DISTRICT
SHELBY HOLDINGS, LLC
59 OLD STAGE ROAD
CENTERVILLE, MA 02632
DEED BOOK 31208 PAGE 249
PLAN BOOK 618 PAGE 18
Yarmouth Health Department
P VE]D
Name Date
SI'lT E PLA' J
OF
#17 COFPORAT10i\4 ROA'D
YARMOUTHPORT MA
PREPARED FOR
STEVE BELANGER
DATE: MARCH 9, 2018
REV. JUNE 6, 2018 (SPR, BOH COMMENTS)
Scale:1 "= 20'
SOF ,;Fr Ssq .10 HI X20 30 40 50 FEET
N M AS .'
S,9C DANIEL C
4/._If DANIEL A. r.. A. off 508-362-4541
fox 508-362-9880
CIVIL I
° icn
N0. 6502 `'io.4U980� downcape.com
a
�Q cepe enoineermf. Inc.
NAL
`� 0 civil engineers
land surveyors
DATE DANIEL A. OJALA, P. E., P.L.S. 939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
REQUIRED:
PROPOSED:
MIN.
LOT SIZE
40,000 S.F.
51,488± S.F.
MIN.
LOT FRONTAGE
100'
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'
89.8'
MAX.
BUILDING HEIGHT
35'
28'
MAX.
LOT COVERAGE*
70%
67%
MAX.
BUILDING COVERAGE*35%
13.6
*ARTIFICIAL
RECHARGE
OF EXCESS RUNOFF MUST BE PROVIDED
SITE
IS LOCATED WITHIN
THE AQUIFER
PROTECTION OVERLAY
DISTRICT
OWNER OF
RECORD
SHELBY HOLDINGS, LLC
59 OLD STAGE ROAD
CENTERVILLE, MA 02632
DEED BOOK 31208 PAGE 249
PLAN BOOK 618 PAGE 18
Yarmouth Health Department
P VE]D
Name Date
SI'lT E PLA' J
OF
#17 COFPORAT10i\4 ROA'D
YARMOUTHPORT MA
PREPARED FOR
STEVE BELANGER
DATE: MARCH 9, 2018
REV. JUNE 6, 2018 (SPR, BOH COMMENTS)
Scale:1 "= 20'
SOF ,;Fr Ssq .10 HI X20 30 40 50 FEET
N M AS .'
S,9C DANIEL C
4/._If DANIEL A. r.. A. off 508-362-4541
fox 508-362-9880
CIVIL I
° icn
N0. 6502 `'io.4U980� downcape.com
a
�Q cepe enoineermf. Inc.
NAL
`� 0 civil engineers
land surveyors
DATE DANIEL A. OJALA, P. E., P.L.S. 939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
NOTES
1. DATUM IS NAVD88
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. CAPE COD BERM
4. DESIGN LOADING FOR ALL PROPOSED PRECAST 12"X3" INTERGRAL WITH TOP COAT
UNITS TO BE AASHO H-20 1.0" TOPCOAT MASS DPW
TYPE II
5. PIPE JOINTS TO BE MADE WATERTIGHT. 2.0" BINDER BITUMINOUS HOT MIX ASPHALT
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.) ° °
00,00°°p°O°pObpOOp�bpO°OOOOOO°
o v o 0 0 0 0 0
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND8" REPROCESSED ASPHALT GRAVEL
NOT TO BE USED FOR LOT LINE STAKING OR ANY EXTEND GRAVEL 6" MIN. D2" COMPACTED SAND
OTHER PURPOSE. PAST EDGE PAVE BELOW GRAVEL MIN. MDPW SPEC. VIB. ROLLER COMPACTED
COMPACT SUBGRADE
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH. �Y� P A V`/ E /, E N T CROSS
SECTIO N
10. CONTRACTOR SHALL BE RESPONSIBLE FOR NOT TO SCALE
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
-4-1-. ANY---UNSUI.ABLE-- MATERIAL. .ENCOUNTERED -
SHALL BE REMOVED 5' BENEATH AND AROUND THE
PROPOSED LEACHING FACILITY.
2'-10"
26"
8_11 8"
DRAIN
/
24"
1"o VENT HOLES
MANUF. LeBARON, BROCKTON, MA OR APPROVED EQUAL
MODEL: LK 110
WEIGHT: 475 LBS
SCALE: 3/4" = 1'-0"
6" OSCH-40 PVC AT 2% MIN.'
FROM ROOF DRAINS
6" FRAME H-20 F&C
4"LOAM & SEED 8" HIGH FRAME H-20 F&G
ALL DISTURBED AREAS (TYP.) PAVEMENT SLOPE 1.3% MIN. TO BASINS
ELEV. VARIES OVER TRENCHES
CAPE COD BERM 12" X 3"
AS SHOWN MORTAR ALL COMPONENTS
PAVEMENT SLOPE 1.3% MIN. TO BASINS
ELEV. VARIES OVER TRENCHES (NP.)
MIRAFI 140NS VARIES., ,...,... :':
TOP PIPE RIBS EL. 77.0E (SET LEVEL)' ;.'SEE PAVEMENT SECTION
FABRIC OVER STONE
I I I I I I I I I I I I I I I I I I I I I I N N
A,
19'7" TOTAL HT.
CAP
f SHIELDED 'FIXTURE -6" DIRECT MOUNT— NO TILT
__j
LIGHTING SPECS:
HESS LED
ON PS4S1 18C1 BZ 17'X4" SQUARE
STEEL POLE (SINGLE OR DOUBLE DIRECT MOUNT)
OR APPROVED EQUAL
16'7" X 4" X .120 SQUARE STEEL
POLE
CONDUIT AND ANCHOR BOLT
POSITION TO BE OBTAINED
FROM LIGHTING MFG.
24"0 BASE 8' LONG
3' REVEAL
ASTM A-79 GRADE 60
L- -J STEEL REINF. 1" MIN COVER'
--- (4) #6'S VERTICAL MIN.
6 T-- 5000 PSI MIN CONCRETE
2" RIGID GALVANIZED
fi-- -j STEEL SWEEP
#3 STIRRUPS AT 12"Q.C.
NOTE: ALT. PRECAST BASE— PROVIDE SHOP DWGS
FIXTURE AND POLE TO BE RATED FOR A 120+ MPH WIND ZONE
SITE LIGHTING DETAIL- SECTION VIEW
NOT TO SCALE
8" H-20 F&G
ADJUSTING BLOCKS/H-20 RISER
MORTAR ALL COMPONENTS
(TYP.)
00 • ° o o ° o.,•.• �4,� MIN. PEAc�-n�ic
o°o°o°,°o
°0000°°°° AND MIRAFI
000000000 O�Op0�0�0
°o°o°o°o° 00000000° FABRIC OVER S1
0°°°00000 , 000°00000
0 0-
0 co".,
0 6'-8" X 6 000°oo°oo
O-0o.o.o.,0 0°0000,°°
0 0 0 0, H-20 ,,,,,
000000000 1000 GAL. °o°o
0 0 0 0 0 , 0 0 0 0
LEACHPIT °o°o°o°o°
°0g0Q c°SHOREY OR EQUAL 0°o°o°0
O�O0.,-)
ODO�O 0o00000o,
O , O , 000000,00
°,°00,-)°0 000°°0000
Oo0o0°,°, 00°00°O°O0O
°0°0°0°0° o 0 0 0
o°0000000 ,o,o°o°
,"0 0 0 0 0 0 0 0 0 0 0 0 0 0"0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
000 0000000 00000o0°0000000°00000°0000000000000000
3/4" — 1 1/2"
DOUBLE WASHED STONE
2' MIN. AROUND PIT
& 6" UNDER PIT
ROOF DRAIN SECTION
NOT TO SCALE
ALL FLOATS TO BE
24 1/4"
SLOPE 0.5% MIN. (TRENCHES LEVEL)
NOTE: ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
-
AND VISUAL ALARMS
°
1_T
BE REMOVED 2' BENEATH AND AROUND PERIMETER OF
3/4„
24"
°'DRAINAGE,
�
30" CAST IRON COVER ON 30" I.D. H-20 RISER
PERF. ADS -N-12- PLUS CUT W
DOWN TO SUITABLE SOIL LAYER. REPLACE WITH
BOTTOM TRENCH LEVEL AT 75.0
C.B. TRAP
.4.
(DRILL (2) 1
OF FINISHED GRADE FOR EASE
SLOTS WITH SKILLSAW E.O. RIB
CLEAN MED. SAND
12"0 CPP :
HOLES (TYP.)= 4
PROVIDE INDUSTRIAL WASTE
OR PURCHASE SLOTTED PIPE
>
LEAK DETECTION FLOAT ACCESSED WATER HOLDING TANK"
I
.a
D0o0o0DD0D
BACKFILL
MIRAFI 140N', TOP SIDES
LT SECTION A -A
1/4" WIDE EVERY THIRD RIB, ALTERNATING SIDES ENTIRE LENGTH ELBOW I
n
: 4
a, IN 6" LIFTS (95%
a•
PRCTR.)
A
oDOo�❑�❑D
.. TYP'
A
J
L
2.
LISTED
SET IN CLEAN SAND ONLY
a A:o°°
a
��Do�o0o0a
�����
4 1/2'
SECTION
A— A '......
ro N ,
000Q0000000
000000coo0 000000000
•!
DOWN TO SUITABLE MATERIAL
I� 4' I
4' I.D. H-20 DEEP SUMP OVERALL HEIGHT
- ;
Z A Ji
00DD0D0D0o
AND REPLACE WITH CLEAN COARSE SAND
INDUSTRIAL WASTE WATER TANK HOLDING
FRAME AND
GRATE
/
SCALE: 1/2" =
1'-0"
i
3/4" - 1 1/2-
MANUF. LeBARON,
BROCKTON, MA
ACME, SHOREY, OR EQUAL
78.1 DRAWINGS
UNDERNTH
N WASHED STONEAND B SIIDEEAPIPE
MANHOLE 48" DIA STORM DRAIN
ECCENTRIC FLAT TOP STRUCTURE
MODEL:
4 1/2" HT: 480 4 BS2
/ WIDTH AND LENGTHS
LISTED
(OR APPROVED EQUAL
8" F&G)
FOURTH FLANGE AT BASINS
ADJ. G.W.
WITHOUT CURB INLET
ACME, SHOREY, OR EQUAL
ECCENTRIC FLAT TOP STRUCTURE
I� FrM n N TH R l J
2'-10"
26"
8_11 8"
DRAIN
/
24"
1"o VENT HOLES
MANUF. LeBARON, BROCKTON, MA OR APPROVED EQUAL
MODEL: LK 110
WEIGHT: 475 LBS
SCALE: 3/4" = 1'-0"
6" OSCH-40 PVC AT 2% MIN.'
FROM ROOF DRAINS
6" FRAME H-20 F&C
4"LOAM & SEED 8" HIGH FRAME H-20 F&G
ALL DISTURBED AREAS (TYP.) PAVEMENT SLOPE 1.3% MIN. TO BASINS
ELEV. VARIES OVER TRENCHES
CAPE COD BERM 12" X 3"
AS SHOWN MORTAR ALL COMPONENTS
PAVEMENT SLOPE 1.3% MIN. TO BASINS
ELEV. VARIES OVER TRENCHES (NP.)
MIRAFI 140NS VARIES., ,...,... :':
TOP PIPE RIBS EL. 77.0E (SET LEVEL)' ;.'SEE PAVEMENT SECTION
FABRIC OVER STONE
I I I I I I I I I I I I I I I I I I I I I I N N
A,
19'7" TOTAL HT.
CAP
f SHIELDED 'FIXTURE -6" DIRECT MOUNT— NO TILT
__j
LIGHTING SPECS:
HESS LED
ON PS4S1 18C1 BZ 17'X4" SQUARE
STEEL POLE (SINGLE OR DOUBLE DIRECT MOUNT)
OR APPROVED EQUAL
16'7" X 4" X .120 SQUARE STEEL
POLE
CONDUIT AND ANCHOR BOLT
POSITION TO BE OBTAINED
FROM LIGHTING MFG.
24"0 BASE 8' LONG
3' REVEAL
ASTM A-79 GRADE 60
L- -J STEEL REINF. 1" MIN COVER'
--- (4) #6'S VERTICAL MIN.
6 T-- 5000 PSI MIN CONCRETE
2" RIGID GALVANIZED
fi-- -j STEEL SWEEP
#3 STIRRUPS AT 12"Q.C.
NOTE: ALT. PRECAST BASE— PROVIDE SHOP DWGS
FIXTURE AND POLE TO BE RATED FOR A 120+ MPH WIND ZONE
SITE LIGHTING DETAIL- SECTION VIEW
NOT TO SCALE
8" H-20 F&G
ADJUSTING BLOCKS/H-20 RISER
MORTAR ALL COMPONENTS
(TYP.)
00 • ° o o ° o.,•.• �4,� MIN. PEAc�-n�ic
o°o°o°,°o
°0000°°°° AND MIRAFI
000000000 O�Op0�0�0
°o°o°o°o° 00000000° FABRIC OVER S1
0°°°00000 , 000°00000
0 0-
0 co".,
0 6'-8" X 6 000°oo°oo
O-0o.o.o.,0 0°0000,°°
0 0 0 0, H-20 ,,,,,
000000000 1000 GAL. °o°o
0 0 0 0 0 , 0 0 0 0
LEACHPIT °o°o°o°o°
°0g0Q c°SHOREY OR EQUAL 0°o°o°0
O�O0.,-)
ODO�O 0o00000o,
O , O , 000000,00
°,°00,-)°0 000°°0000
Oo0o0°,°, 00°00°O°O0O
°0°0°0°0° o 0 0 0
o°0000000 ,o,o°o°
,"0 0 0 0 0 0 0 0 0 0 0 0 0 0"0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
000 0000000 00000o0°0000000°00000°0000000000000000
3/4" — 1 1/2"
DOUBLE WASHED STONE
2' MIN. AROUND PIT
& 6" UNDER PIT
ROOF DRAIN SECTION
NOT TO SCALE
Scale: 1/4 )) = 1'-0
IDCE ##17-397
DRAINAGE CROSS SECTION
NOT TO SCALE
ALL FLOATS TO BE
SLOPE 0.5% MIN. (TRENCHES LEVEL)
NOTE: ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
-
AND VISUAL ALARMS
°
BE REMOVED 2' BENEATH AND AROUND PERIMETER OF
PIPE INVERT EL. LEVEL AT 76.0
°
°'DRAINAGE,
�
30" CAST IRON COVER ON 30" I.D. H-20 RISER
PERF. ADS -N-12- PLUS CUT W
DOWN TO SUITABLE SOIL LAYER. REPLACE WITH
BOTTOM TRENCH LEVEL AT 75.0
C.B. TRAP
.4.
(DRILL (2) 1
OF FINISHED GRADE FOR EASE
SLOTS WITH SKILLSAW E.O. RIB
CLEAN MED. SAND
12"0 CPP :
HOLES (TYP.)= 4
PROVIDE INDUSTRIAL WASTE
OR PURCHASE SLOTTED PIPE
>
LEAK DETECTION FLOAT ACCESSED WATER HOLDING TANK"
NOTE: SLOT PERFORATED ADS N-12 PIPE WITH SAWBLADE
.a
COMPACT ALL
BACKFILL
MIRAFI 140N', TOP SIDES
LT SECTION A -A
1/4" WIDE EVERY THIRD RIB, ALTERNATING SIDES ENTIRE LENGTH ELBOW I
n
: 4
a, IN 6" LIFTS (95%
a•
PRCTR.)
oA�ND
12"OH-20 HDPE PIPE
LEACHING TRENCH TO BE
.. TYP'
o 0
° o°° oo° g,o° °o INV.
2.
LISTED
SET IN CLEAN SAND ONLY
a A:o°°
a
a a
�����
-
'• "!- "`•
REMOVE UNSUITABLE FOR 5' AROUND
USE 1500 GAL. TIGHT TANK (ADEQUATE).
CONDUIT FOR ALARMS.
000000coo0 000000000
•!
DOWN TO SUITABLE MATERIAL
I� 4' I
4' I.D. H-20 DEEP SUMP OVERALL HEIGHT
6'-8"±
Z A Ji
3
AND REPLACE WITH CLEAN COARSE SAND
INDUSTRIAL WASTE WATER TANK HOLDING
_
/
CONTAINMENT TIGHT TANK SYSTEM SHALL
CATCH BASINS (TYP.)
r FLOOR DRAINS
3/4" - 1 1/2-
4' I.D. H-20 DEEP SUMP OVERALL HEIGHT 6'-8"f
2500 GAL. SEPTIC TANK CONCRETE VAULT
ACME, SHOREY, OR EQUAL
78.1 DRAWINGS
UNDERNTH
N WASHED STONEAND B SIIDEEAPIPE
MANHOLE 48" DIA STORM DRAIN
ECCENTRIC FLAT TOP STRUCTURE
CONCRETE TANK
/ WIDTH AND LENGTHS
LISTED
NOTE: TIGHT TANK IS DEFINED AS A
COORDINATE WITH PLUMBER.
ADJ. G.W.
ACME, SHOREY, OR EQUAL
ECCENTRIC FLAT TOP STRUCTURE
I� FrM n N TH R l J
DRAINAGE
MAKE UP CONNECTIONS AND VENTS
Scale: 1/4 )) = 1'-0
IDCE ##17-397
DRAINAGE CROSS SECTION
NOT TO SCALE
SAW CUT EDGES TO OBTAIN CLEAN FULL THICKNESS
BUTT JOINT ON EXISTING BASE AND REMOVE OLD
PAVEMENT TO PROVIDE A STRAIGHT EDGE.
STREETS, DRIVEWAYS LAWNS AND
AND WALKS CROSS COUNTRY
BITUMINOUS PAVEMENT LOAM AND SEED
EXISTING PAVEMENT 2' BASE. 1" TOP MDPW TYPE 1-1 AS SPECT IED
\\ °p°poo °o
GRAVEL//\\ °p op° oo°Oo \\
BASE COURSE
8" REPROCESSED GRAVEL)'
EXCAVATION- EARTH OR ROCK
y\\/ ALL ROCK EXCAVATION AND STONES
/\ LARGER THAN 6" SHALL BE
\ DISPOSED OF AND REPLACED WITH
APPROVED EXCAVATED MATERIAL
OR GRAVEL BORROW.
COMPACTED
APPROVED j\x,
BACKFILL
0000 °000°
// o o ° 0 ° PIPE O.D. ° °o ° \\\
12' MIN. o E o o, \ CAREFULLY COMPACTED
\ 8"MAX 12"MIN. \' SELECTED MATERIAL OR
9"MIN. GRAVEL BORROW
00
0,
°00
o \
FILTER FABRIC /% °°` °• °°°�.
\ op°Oo0Oo O
IF REQ'D ,00800 00 000dob° \\' 1/2 O.D.
\\bo °oe °qc oa p CAREFULLY COMPACTED
do$oo°00 Oc -v oeoo 8°�\�
PIPE o0 00 b 0 b o 0 0 0` o 0 0' o SELECTED MATERIAL
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UNDISTURBED FIRM MATERIAL UNDISTURBED
ROCK SURFACE
EE
"CALIPER
ARKING/BUFFER TREE
1NFORCED NEW BLACK RUBBER
)SE (1/2' ID)
)UBLE STRAND 12 GA
LV ANNEALED TWISTED WIRE
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) NOT STAPLE
STAKES EQUALLY SPACED
OUND TREE 2 1/2'x2 1/2'00'
'ACED 1'-0' FROM TRUNK,
AINED DARK BROWN.
AKES DRIVEN AT AN AND
1LLED VERTICAL WITH WIRE
N 4'-0' BURIED
N 3' DEEP SAUCER
DEPTH SHREDDED BARK MULCH
ADJUST HEIGHT TO
ORIG. PLANT REVEAL
:MOVE BURLAP FROM TOP
ILF OF ROOTBALL
)MPACTED SUB -GRADE
)IL MIX
TREE'S PLANTING DETAIL
NOT TO SCALE
EARTH TRENCH ROCK TRENCH
STANDARD DETAIL
PIPE IN TRENCH
NOT TO SCALE
I T ion PLp"N
OF
#17 CORF_-`ORAT1O1`-NJROAD
"y' ARK1111OUTHPORT,
l
PREPARED FOR
STEVE B
DATE: MARCH 9, 2018
REV. JUNE 6, 2018 (SPR, BOH COMMENTS)
Scale: 1"= 20'
x a� _
OFS �10 � 20 30 40 50 FEET
c/ DANIEL tiCP a �PSh cFr gss�;,
off 508-362-4541
OJALA ni��� DANIEL A. yGs
Ak No. 40980 lz OJALA fox 508-362-9880
po �P CIVIL I downcope.com 0
FFSSN° oQ No. 46502
STER�°��# COW4 Cape e47bP'1neering, MC.
civil engineers
-� - ►�J _
land surveyors
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
ALL FLOATS TO BE
CONNECTED TO AUDIO
AND VISUAL ALARMS
DEDICATED VENT BACK THROUGH
PLUMBING STACK.
CONTRACTOR
TO PROVIDE
PITCH TO DRAIN BACK, NO LOW
30" CAST IRON COVER ON 30" I.D. H-20 RISER
INTERNAL CONTRACTOR TO PROVIDE
POINTS
TANK RISER TO EXTEND UP INTO H-20 RISER TO
WITHIN 12" SIGN ON BUILDING ADJACENT
OF FINISHED GRADE FOR EASE
OF ACCESS. TIGHT TANK WITH LETTERING
NORMAL HIGH WATER LEVEL ALARM
"NON -HAZARDOUS TO BE SET FOR 3/4 OF TANK
CONTRACTOR TO
PROVIDE INDUSTRIAL WASTE
CAPACITY, ALARM AND PRESS TO
LEAK DETECTION FLOAT ACCESSED WATER HOLDING TANK"
SILENCE SWITCH ON PANEL INSIDE
THROUGH 24" RISER IN 2" LETTERING.
BUILDING. LOW VOLTAGE FLOATS,
IN INTERSTITIAL SPACE BETWEEN
TANKS
SIMPLEX PANELS,
MEYERS OR EQUAL.
TANK DESIGN:
0 0
PROPOSED USE: FLOOR DRAIN PER PLUMBING
o 0
CODE, ESTIMATED 500 GAL ONCE PER MONTH,
82.2'
HAND WASHING EST. 220 GPD, 220 GPD + 20
GPD FLOOR DRAIN X 5 =1,200 GAL REQ.
VENT
(2) 3/4" GALV. STEEL
USE 1500 GAL. TIGHT TANK (ADEQUATE).
CONDUIT FOR ALARMS.
82.25'
—
VENT
TIGHT TANK SHALL BE H-20 1500 GAL.
INDUSTRIAL WASTE WATER TANK HOLDING
_
SYSTEM BY ACME PRECAST OR EQUAL. DOUBLE
CONTAINMENT TIGHT TANK SYSTEM SHALL
r FLOOR DRAINS
CONSIST OF H-20 RATED WATER -PROOFED
SEE PLUMBING
2500 GAL. SEPTIC TANK CONCRETE VAULT
INTERNAL 1500 �NV.
78.1 DRAWINGS
W INTERNAL 1500 GAL. MONOPOUR TANK,
VENTED, WITH PLASTIC RISERS UP INTO 2500
CONCRETE TANK
GAL RISERS. VENT THRU BLDG. STACK.
NOTE: TIGHT TANK IS DEFINED AS A
COORDINATE WITH PLUMBER.
"DEDICATED SYSTEM" UNDER THE PLUMBING CODE
V 1!11C:1 °
USE CAST IRON PIPE, PLUMBER TO
SIGNAGE "NON -HAZARDOUS INDUSTRIAL
73.2
MAKE UP CONNECTIONS AND VENTS
WASTEWATER HOLDING TANK" SIGN TO BE
INSTALLED ON BUILDING ADJACENT, SEE
SEPARATE CONSTRUCTION SPECIFICATIONS FOR
DETAILS,LOG BOOK REQUIREMENTS, ETC.
R__20
REFERFERTO 314 CMR 18.00.
HOLDING
TANK
NOT TO SCALE
SAW CUT EDGES TO OBTAIN CLEAN FULL THICKNESS
BUTT JOINT ON EXISTING BASE AND REMOVE OLD
PAVEMENT TO PROVIDE A STRAIGHT EDGE.
STREETS, DRIVEWAYS LAWNS AND
AND WALKS CROSS COUNTRY
BITUMINOUS PAVEMENT LOAM AND SEED
EXISTING PAVEMENT 2' BASE. 1" TOP MDPW TYPE 1-1 AS SPECT IED
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BASE COURSE
8" REPROCESSED GRAVEL)'
EXCAVATION- EARTH OR ROCK
y\\/ ALL ROCK EXCAVATION AND STONES
/\ LARGER THAN 6" SHALL BE
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APPROVED EXCAVATED MATERIAL
OR GRAVEL BORROW.
COMPACTED
APPROVED j\x,
BACKFILL
0000 °000°
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UNDISTURBED FIRM MATERIAL UNDISTURBED
ROCK SURFACE
EE
"CALIPER
ARKING/BUFFER TREE
1NFORCED NEW BLACK RUBBER
)SE (1/2' ID)
)UBLE STRAND 12 GA
LV ANNEALED TWISTED WIRE
EE WRAP. LAP ENDS DOWN
) NOT STAPLE
STAKES EQUALLY SPACED
OUND TREE 2 1/2'x2 1/2'00'
'ACED 1'-0' FROM TRUNK,
AINED DARK BROWN.
AKES DRIVEN AT AN AND
1LLED VERTICAL WITH WIRE
N 4'-0' BURIED
N 3' DEEP SAUCER
DEPTH SHREDDED BARK MULCH
ADJUST HEIGHT TO
ORIG. PLANT REVEAL
:MOVE BURLAP FROM TOP
ILF OF ROOTBALL
)MPACTED SUB -GRADE
)IL MIX
TREE'S PLANTING DETAIL
NOT TO SCALE
EARTH TRENCH ROCK TRENCH
STANDARD DETAIL
PIPE IN TRENCH
NOT TO SCALE
I T ion PLp"N
OF
#17 CORF_-`ORAT1O1`-NJROAD
"y' ARK1111OUTHPORT,
l
PREPARED FOR
STEVE B
DATE: MARCH 9, 2018
REV. JUNE 6, 2018 (SPR, BOH COMMENTS)
Scale: 1"= 20'
x a� _
OFS �10 � 20 30 40 50 FEET
c/ DANIEL tiCP a �PSh cFr gss�;,
off 508-362-4541
OJALA ni��� DANIEL A. yGs
Ak No. 40980 lz OJALA fox 508-362-9880
po �P CIVIL I downcope.com 0
FFSSN° oQ No. 46502
STER�°��# COW4 Cape e47bP'1neering, MC.
civil engineers
-� - ►�J _
land surveyors
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
100,-00
-0.
19,-0" 20'-0 20'-0" T-20 -0. -0.
260
4
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FFP
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I In�� 10 0
8'-4- 3'-4* 8'-4- S-4 8'-4-
FUTURE
RESTROOM SL
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V-0-0.
------------------------------------------------------------------------- -----------------------------------------------------------
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7
- - - - - - - - - - -----------
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
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24" WIDE HAUNCH SLAB T
— — — — — — — — — — — — — —
FOR FUTURE MEZZANINE SUPPORTS
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II 1 GENERAL NOTES:
ALL WORK TO CONFORM TO
MASSACHUSETTS FIRE SAFETY CODE 527 CMR 1.00
BASED ON NFPA 1 - UNIFORM FIRE CODE 2012 EDITION
NFPA 72 NATIONAL FIRE ALARM CODE
NFPA 70 NATIONAL ELECTRICAL CODE
FIRE ALARM - HORN STROBE
11 SL FIRE ALARM - STROBE LIGHT I II
FIRE ALARM - PULL STATION
SMOKE DETECTOR
EXIT SIGN
EMERGENCY LIGHT
& BATTERY
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11-69
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Scale: 1/4" V-0" 24 x 36 sheet lame Date
SEE DWG A-3 FOR CODE REVIEW!
IV
architect
Woonsocket
Rhode Island
401-762-5082.
dparchitect@cox.net
LLC
17 Corporation
Road
Yarmouth
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MA 01504
Project
Date: Nov. 1, 2018
Shelby'
Holdings
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Date: Nov. 1, 2018
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heet Contents
TOWN 9F YArt-MGUTH
REVIEWED FOR BU11-JING AND ZOMNG CODE COMPLI-
'loor Plan ANCE. ERRORS OR 0 i,41SSIONIS DO NOT RELIEVE THE
APPLICANT FROM THSREGPONSIBILIIYOF'AS BUILT'
COMPLIANCE.
DATE:
BUILDIG OF IC L
)yawing No.
HU:
A 1. tt
'heet 1 of 3
cc LJUYYNZ)ruul
WALL PANELS
PSR TYPE R
25 GA.
PAINTED FINISH
350 COVERAGE
EXPOSED FASTENERS
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - LJ L ------------ ---- L - - - - - - - - - - - - - - L -----------—
--
DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT CONCRETE FOUNDATION
& FOOTING
— — — — — — — — — — — — — — — —
---I- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I----- — — — — — — — — — — — — — SEE STRUCTURAL DWGS
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — ---------------J BY OTHERS
OVERHEAD DOORS
Front E I e v tion
SEE SPEC DWG A3
Scale: 3/16" = 1'-0" 24 x 36 sheet
architect.
Woonsocket
Rhode Island
401-762-5082
dparchitect(§cox.net
-o
Z, I
lot
RGN
Construction
Management
LLC
P.O. Box 222
Blackstone
MA 01504
Project
Shelby
Holdings
LLC
17 Corporation
Road
Yarmouth
Massachusetts
Issued for
Permitting
Revised:
Date: Nov. 1, 2018
Irawn by: DRP
heet Contents
:xterior
:Ievations
7rawing No.
A�2
'heet 2 of 3
I
I
14x 14
14x 14
12-6x 14
14x 16
14x 16
cc LJUYYNZ)ruul
WALL PANELS
PSR TYPE R
25 GA.
PAINTED FINISH
350 COVERAGE
EXPOSED FASTENERS
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - LJ L ------------ ---- L - - - - - - - - - - - - - - L -----------—
--
DOWNSPOUT DOWNSPOUT DOWNSPOUT DOWNSPOUT CONCRETE FOUNDATION
& FOOTING
— — — — — — — — — — — — — — — —
---I- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I----- — — — — — — — — — — — — — SEE STRUCTURAL DWGS
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — ---------------J BY OTHERS
OVERHEAD DOORS
Front E I e v tion
SEE SPEC DWG A3
Scale: 3/16" = 1'-0" 24 x 36 sheet
architect.
Woonsocket
Rhode Island
401-762-5082
dparchitect(§cox.net
-o
Z, I
lot
RGN
Construction
Management
LLC
P.O. Box 222
Blackstone
MA 01504
Project
Shelby
Holdings
LLC
17 Corporation
Road
Yarmouth
Massachusetts
Issued for
Permitting
Revised:
Date: Nov. 1, 2018
Irawn by: DRP
heet Contents
:xterior
:Ievations
7rawing No.
A�2
'heet 2 of 3
GRAB BARS
Materials
(MALLS
OVERHEAD DOOR
MFG: PACKAGE STEEL OR EQUAL
MFG: OVERHEAD
1 1/2" TO 2" DIAMETER
MODEL: 562 THERMACORE
5'-0"
TRACK: STANDARD LIFT
WIDTH: 36"
MISC: ONE ROW VISION LITES
FASTENING: EXPOSED
JAMS WEATHER SEALS
MINIMUM
HEAVY DUTY HARDWARE
COLOR: COBALT BLUE
CENTER HINGES
COLOR: TBD
3'-0"
MFG: PACKAGE STEEL OR EQUAL
DOORS: HOLLOW METAL
MIR(
MFG: PPS OR GLOBAL INDUSTRIES OR EQUAL
THICKNESS: 24ga
3'-6" 1'-0
1'-0"
2'-0"
FASTENING: CONCEALED
FACE SHEETS: STEEL 18ga
FINISH: GALVALUME
MIN MAX
MIN
MIN
ROOF TRIM
COLOR: SLATE GRAY
FRAMES: PRESS METAL
DOWNSPOUTS
MFG: STEELCRAFT
COLOR: SLATE GRAY
TYPE: "F" SERIES
THICKNESS: 1 6g
SILL TRIM & FRAMED OPENING TRIM
CORNERS: WELDED
COLOR: SLATE GRAY
FINISH: FACTORY APPLIED BAKED ON
1
RUST INHIBITING PRIMER
OUTSIDE CORNER TRIM
s
COLOR: COBALT BLURE TO MATCH WALLS
COLOR: TO BE DETERMINED
LINER PANEL
"
�
1
i� X
6" VINYL WRAPPED R19 INSULATION BETWEEN PURLINS
MIN
FACING: WP -10
SEAL- SINGLE SEAL TAB
SUPPORTED W/ 1" STEEL BANDING
THERMAL TAPE ON PURLINS
4" VINYL WRAPPED R13 INSULATION OVER PURLINS
SEAT
WALL ASSEMBLY
i
THERMAL TAPE ON GIRTS
4" VINYL WRAPPED R13 INSULATION OVER GIRTS
16"-18"
SEAL: SINGLE SEAL TAB
4" VINYL WRAPPED R13 INSULATION BETWEEN GIRTS
Toilet
Room
Dimensions
Exterior Building Shell
Materials
(MALLS
OVERHEAD DOOR
MFG: PACKAGE STEEL OR EQUAL
MFG: OVERHEAD
STYLE: PBR TYPE R
MODEL: 562 THERMACORE
THICKNESS: 25ga
TRACK: STANDARD LIFT
WIDTH: 36"
MISC: ONE ROW VISION LITES
FASTENING: EXPOSED
JAMS WEATHER SEALS
FINISH: PAINT
HEAVY DUTY HARDWARE
COLOR: COBALT BLUE
CENTER HINGES
COLOR: TBD
ROOF
MFG: PACKAGE STEEL OR EQUAL
DOORS: HOLLOW METAL
STYLE: STEEL STANDING SEAM
MFG: PPS OR GLOBAL INDUSTRIES OR EQUAL
THICKNESS: 24ga
TYPE: PRE—ASSEMBLED, PRE—FINISHED
WIDTH: 24"
COLOR: WHITE
FASTENING: CONCEALED
FACE SHEETS: STEEL 18ga
FINISH: GALVALUME
CORE: POLYSTYRENE
GLASS: 1/4" TEMPERED
ROOF TRIM
COLOR: SLATE GRAY
FRAMES: PRESS METAL
DOWNSPOUTS
MFG: STEELCRAFT
COLOR: SLATE GRAY
TYPE: "F" SERIES
THICKNESS: 1 6g
SILL TRIM & FRAMED OPENING TRIM
CORNERS: WELDED
COLOR: SLATE GRAY
FINISH: FACTORY APPLIED BAKED ON
RUST INHIBITING PRIMER
OUTSIDE CORNER TRIM
FINISH COAT— FIELD PAINTED
COLOR: COBALT BLURE TO MATCH WALLS
COLOR: TO BE DETERMINED
LINER PANEL
OLOR: WHITE
ROOF ASSEMBLY
6" VINYL WRAPPED R19 INSULATION BETWEEN PURLINS
FACING: WP -10
SEAL- SINGLE SEAL TAB
SUPPORTED W/ 1" STEEL BANDING
THERMAL TAPE ON PURLINS
4" VINYL WRAPPED R13 INSULATION OVER PURLINS
WALL ASSEMBLY
THERMAL TAPE ON GIRTS
4" VINYL WRAPPED R13 INSULATION OVER GIRTS
FACING: WMP-10
SEAL: SINGLE SEAL TAB
4" VINYL WRAPPED R13 INSULATION BETWEEN GIRTS
1" STEEL STRAPS ® 36" OC
BUILDING DESCRIPTION
ONE STORY
SIZE: 70' X 100'
FOOT PRINT: 7,000 GSF
BUILDING HEIGHT. 23'-1"
STRUCTURE
FOUNDATION: CONCRETE
FLOOR: CONCRETE SLAB ON GRADE
BUILDING FRAME: PRE—ENGINEERED STEEL
ROOF: STEEL STANDING SEAM
EXTERIOR WALLS: STEEL PANELS
FULL COVERAGE FIRE ALARM
MASSACHUSETTS STATE BUILDING CODE
IBC 2015 + MA AMENDMENTS
CHAPTER 3 = OCCUPANCY CLASSIFICATIONS
SECTION 312 — UTILITY
CHAPTER 5 HEIGHT do AREA
TYPE OF CONSTRUCTION: IIB
TABLE 504.3—ALLOWABLE BUILDING HEIGHTS
USE GROUP U: 55ft
TABLE 504.4—ALLOWABLE STORIES
USE GROUP U: 2 STORIES
TABLE 506.2—ALLOWABLE AREA
USE GROUP U: 8,500 sf
CHAPTER 6 — TYPE OF CONSTRUCTION
TABLE 601—FIRE RESISTANCE RATING FOR BUILDING ELEMENTS
TYPE 28—ZERO RATING FOR ALL BUILDING ELEMENTS
TABLE 602—FIRE RESISTANCE RATINGS FOR EXTERIOR WALLS
SEPARATION DISTANCE GREATER THAN 30'—ZERO FIRE RATING
CHAPTER 9—FIRE PROTECTION SYSTEM
USE GROUP U: NO REQUIREMENTS
CHAPTER 10—MEANS OF EGRESS
TABLE 1004.1.2 MAXIMUM FLOOR AREA PER OCCUPANT
NO AREAS SPECIFIED FOR FUNCTION OF SPACE
TABLE 1006.2.1 EXIT ACCESS DOORWAY
MAXIMUM COMMON PATH OF TRAVEL -100'
(LESS THEN 30 OCCUPANTS)
TABLE 1017.2—EXIT ACCESS TRAVEL DISTANCE
USE GROUP U: 300'
V V■ ■ ■ v■ ■ ■ ■ %& V V V v ■ v" ■ ■
Scale: 3/8" = V -0"%J 24 x 36 sheet
architect
Woonsocket
Rhode Island.
401-762-5082
dparchitect@cox.net
I
� sS:�a+77t,{�xya
7 I �
R.
AND c�
RGN
Construction
Management
LLC
P.O. Box 222
Blackstone
MA 01504
Project
Shelby
Holdings
LLC
I
17 Corporation i
Road
Yarmouth
Massachusetts
Issued for
Permitting
Revised:
Date: Nov. 17 2018
Drawn by: DRP
Sheet Contents
Exterior
Elevations
I
Drawing No.
A�3
I
Sheet 3 of 3