HomeMy WebLinkAbout83-18832'-10"
26"
T=-w
�
24"
MANUF. LeBARON, BROCKTON, MA
MODEL: LT 105
WEIGHT: 430 LBS
TYPICAL ACCESS COVER
SCALE: 3/4" = I'-0"
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE ♦�iBEYOND PAVE
BUILDING. ALARM To BE ON NOTE: ALL PIPING UNDER PAVEMENT TO BE SCH80 PVC REMOVE SUBSOIL FOR 5' ALL AROUND LEACHING 0 1 0 o EXTEND 1 UBGR
SEPARATE CIRCUIT FROM PUMP. I 00010°0Oo COMPACTED SUBGRADE
SLAB ON GRADE ELECTRIC PERMIT REQUIRED & REPLACE WITH MEDIUM/COARSE SAND (TYP.) I THICKEN SLAB TO 12" WHERE AGAINST ASPHALT
FLOOR EL.=39.5 H-20 ACCESS COVER/RISERS TO FIN. GRADE
r VENT WITH BASE: 24" FROST FREE MATERIAL
CHARCOAL FILTER ROLLER COMPACTED (6" LIFTS)
H-20 ACCESS COVERS/RISERS TO FIN. GRADE
2"0SCH40 PVC INSPECTION PORT <10%
PASSING #200 SIEVE (OF %PASSING #40)
MINIMUM .75' OF COVER OVER PRECAST FORCE LINE
COUPLING 2% SLOPE REQUIRED OVER SYSTEM SEE DETAIL EL.38.5t
EL.37.St
RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE X
I_ '
TO D -BOXY - INSTALL INLET TEE FOR FIRST 2'
PAVEMENT CROSS SECTIONS
7 440+ GAL RESERVE PITCH 100 ROWgpOTS
EL. 34.87 BACK- AN NOT To SCALE
M ON EL 37 07 r'') EL36.8 NOTE: SIDEWALKS WHERE INDICATED, BITUMINOUS ASPHALT IN PARKING, CEMENT CONC. IN DOCK AREA
2'-10"
26"
ro4
\III
24" �
MANUF. Le BARON, BROCKTON. MA
MODEL: LT 105
WEIGHT: 430 LBS
TYPICAL ACCESS COVER
SCALE: 3/4"
NOTE -1/2" EXP JOINT APPROXIMATELY 24'-0" CC
MANH LE COVER SEE DETAIL
LONG
MORTAR ALL COMPONENTS (TYP.)
oo
24" I.D. PRECAST CONC. RISER AS REQ.
MAXIMUM DESIGN FLOW
/4'0 PRECAST DONUT 1" OVER FIELD
FABRIC OVER STONE
/ 4" THICK 4000 PSI CONC. W/WWF
200,
18"0 OBSERVATION HOLE IN CTR.
LEACHING FIELD
PREMOLDED FILLER
EL36.76 00000
4x4-6/6 WELDED WIRE FABRIC MASS DPW
12" PERF. HDPE /
STOP WWF AT EXP JT TYPE 11
PUMP OUT WELL
SMOOTH TROWEL ALL BIT. CONC.
TO SAND AT BOTTOM L.F.
EDGES 6" WIDE r- FINE BROOM FINISH
INSPECTIDOGNE
PORT DETAIL
NOT
j/
w
NOTE -1/2" EXP JOINT APPROXIMATELY 24'-0" CC
FILLER CUT BACK 1/2", W/ 1/2" DIA x12"
LONG
SMOOTH EXP DOWELS AT 12"OC, ONE-
oo
HALF GREASED
MAXIMUM DESIGN FLOW
1/2" EXP JOINT WHEN ADJACENT
FABRIC OVER STONE
ATO CONC STRUCTURE OR BLDG
200,
CONTINUOUS SEALANT CONCRETE ASPHALT
=4
PREMOLDED FILLER
EL36.76 00000
4x4-6/6 WELDED WIRE FABRIC MASS DPW
CLASS
< 2
STOP WWF AT EXP JT TYPE 11
DESIGN PERCOLATION RATE
SMOOTH TROWEL ALL BIT. CONC.
GPD/S.F.
EDGES 6" WIDE r- FINE BROOM FINISH
CONTROL JOINTS
LEACHING AREA
GPD/SF)
j/
w
12"X3" CCBERM
6" 4000 PSI CONCRETE PAVEMENT � 1" TOPCOAT
INTERGRAL W/TOP COAT
W/6X6 WWF IN :
-X"
202
X LOADING AREA -X; ". 2,D" BINDER
'2" CLEAR' . 4 • a ..
PUMP OFF
X
PROCESSED GRAVEL 000000000 0000000
FLOAT SWITCH
12"
0 0 0 0 0 0 0 0 0 -j-. a O"O 0 0 0 0
MDPW SPEC. M1,D3.1 � X 0 0 0 0"
0 0 0 0
0" u
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
EXTEND 1' BEYOND PAVE 3 0 0
0001
0 0 0 0 0
d., `.,.I 0 00oo000000 000000000000
: n • n
00030
EL.32.8
a VQ
"
000 "
12" PROCESSED GRAVEL
_ „<
0 0100 0°00
0 0 0
MDPW SPEC. M1.03.1
OR REPROC. ASPH. GRAVEL MDPW SPEC
440 RULE:
440 GAL/40,000 X 50,005 .F. = 550 GPD ALLOWED
TOTAL SGPD = 200 GPD O.K.
A
3
4 1/2"
33 1/4"
24 1/4"
1 1/4',
-
FOURTH FLANGE AT BASINS
WITHOUT CURB INLET
4 1/2"
SECTION A -A
MINIMUM FRAME WEIGHT: 3 -FLANGE -
4 -FLANGE - 480 LBS.
MINIMUM GRATE WEIGHT: 215 LBS.
PASS AREA: 255 SQ. IN.
LEBARON MODEL LF 248-2
FRAME AND GRATE
v, = 1'- 0"
CCE #07-C62
NOTE: HYDRAULIC CAPACITY INCREASED FOR SYSTEM LONGEVITY, DESIGN FLOW
IS NOT TO BE EXCEEDED BY USES ON SITE.
SEPTIC SYSTEM DESIGN DATA
GARBAGE DISPOSAL UNIT
EL.35.15
H2O
TOTAL ESTIMATED FLOW
oo
GPD
GPD (SEE CALCS ABOVE)
MAXIMUM DESIGN FLOW
EL. 34. D
FABRIC OVER STONE
REQUIRED SEPTIC TANK CAPACITY
200,
3" HI ALAR
PUMP ON
5
=4
WEEP HOLE TYP.
CHECK VALVE TYP.
EL36.76 00000
6 SUMP
EL.36.59
CLASS
< 2
I
MIN. IN.
DESIGN PERCOLATION RATE
0.74
GPD/S.F.
EFFLUENT LOADING RATE
L
LEACHING AREA
GPD/SF)
1,500 GAL.
COMPARTMENT
AL.
202
ZABEL A-100
FILTER
202
GPD
PUMP OFF
o°op°�°� �°°oma
°o°o°moo
FLOAT SWITCH
0000
BASIN SUBSOIL ON SIDES TRENCH
EL.36.47
EL.32.8
TYPICAL
FOR 3' MIN. REPLACE WITH
& GAS BAFFLE
1.5'
MEDIUM SAND.
SETTINGS:
4" WORKING RANGE
EL.36.57
o
NOT TO SCALE
6"MIN.
WIDTH 3 OR 7'
�_6CRUSHD STONE OR
MECHANICAL
;:.a.:�:- .:.....-,:...
SET AS SHOWN
6" CRUSHED STONE OR MECHANICAL
EL.35_
o05�0
ooo
EL.35.8
BASIN
TRENCH
CROSS SECTION
COMPACTION. (15.221
[2])
COMPACTION. (15.221 [2]) .8
00250
NOTE: REMOVE SUBSOIL FOR 3'
ALL AROUND DRAINAGE LEACHING
(4) 6" DIA SIDE
INLETS AROUND BASIN
WHERE REQUIRED & REPLACE WITH MEDIUM/COARSE SAND (TYP.)
N
INVERT = 33.6
DEPTH OF FLOW =
4'
1000 GAL H-20 PUMP CHAMBER
ACME DB -9 H-20 OR EQUAL
TEE SIZES (DEPTH BELOW
INLET O DEPTH
10"
4' LIQ. LEVEL ACME OR EQUAL
4Ao
17
PLANTS- MUST
0
OUTLET DEPTH =
14"
(WATERPROOF) DUAL MYERS SRM4 HP PUMPS
RUN 2"SCH40 PIPE WITH COUPLINGS
AS
1 %
SLOPE)
3/4" TO 1 1 /2'
DOUBLE WAS ED STONE
L6
L6(?
SHOWN FOR FUTURE PUMP REPLACEMENT
(
% SLOPE) H-20
( 2_5 % SLOPE)
LEACHING
1,500 GAL.
3'
PUMP CHAMBER 3
D' BOX 4'
FACILITY
L7
FOUNDATION -15'- DUAL COMP.
ADJ. EL.30.75
SEPTIC TANK
SEPTIC PROFILE
PROPOSED
SEPTIC LEACHING FIELD
(NOT TO SCALE)
14' WIDE
X 19.5' LONG BED CONFIGURATION
SEPTIC DESIGN FLOW
(2) ROWS
OF 4"SCH40 PVC WITH TITLE 5 PERFORATIONS
13.33 WORKERS AT 15
GPD/WORKER
= 2Do GPD
6' APART
O.C.- 4' STONE AT SIDES PITCH 0.005 FT/FT
WAREHOUSE, AVG.
TOTAL SEPTIC
DESIGN FLOW = 200 GPD
440 RULE:
440 GAL/40,000 X 50,005 .F. = 550 GPD ALLOWED
TOTAL SGPD = 200 GPD O.K.
A
3
4 1/2"
33 1/4"
24 1/4"
1 1/4',
-
FOURTH FLANGE AT BASINS
WITHOUT CURB INLET
4 1/2"
SECTION A -A
MINIMUM FRAME WEIGHT: 3 -FLANGE -
4 -FLANGE - 480 LBS.
MINIMUM GRATE WEIGHT: 215 LBS.
PASS AREA: 255 SQ. IN.
LEBARON MODEL LF 248-2
FRAME AND GRATE
v, = 1'- 0"
CCE #07-C62
NOTE: HYDRAULIC CAPACITY INCREASED FOR SYSTEM LONGEVITY, DESIGN FLOW
IS NOT TO BE EXCEEDED BY USES ON SITE.
SEPTIC SYSTEM DESIGN DATA
GARBAGE DISPOSAL UNIT
NOT
ALLOWED
TOTAL ESTIMATED FLOW
200
200
GPD
GPD (SEE CALCS ABOVE)
MAXIMUM DESIGN FLOW
FABRIC OVER STONE
REQUIRED SEPTIC TANK CAPACITY
200,
USE 1500 GAL MIN. DUAL COMP. TANK
500 GAL 2ND = 1500 GAL.
ACTUAL SIZE OF SEPTIC TANK (H-20)
1000GAL
1ST,
SOIL CLASSIFICATION
CLASS
< 2
I
MIN. IN.
DESIGN PERCOLATION RATE
0.74
GPD/S.F.
EFFLUENT LOADING RATE
1.5•
LEACHING AREA
GPD/SF)
273 SF
(14'X19.5')
(BOTTOM AREA ONLY AT .74
LEACHING CAPACITY (AREA x RATE)
202
GPD > 200 GPD O.K.
100% RESERVE LEACHING CAPACITY
202
GPD
6' MIN. CEDAR STOCKADE FENCE WITH GATE AROUND DUMPSTER
BRISTLE BROOM FINISH 10' X 11• SLAB \
PITCH 0.5% TO DRAIN 1 6" CONCRETE SLAB
6"x6" -y10 WIRE MESH-� 1" MINIMUM?
8" GRAVEL BASE
-A
MIRAFI 140NS
FABRIC OVER STONE
& DOWN SIDES OF PITS
FILTER FABRIC BETWEEN FRAME & GRATE
UNTIL SITE STABILIZED FINISHED GROUND SURFACE
/ ,I, ,I, 6" LOAM & SEED UNLESS NOTED
W YAH' -20 RISER & BRICK LEVELING
4 COURSES SURROUNDED BY POURED IN PLACE j
.. CONCRETE COLLAR
C.B. TRAP
12"0 HDPE PIPE
ELBOW
ALL FILL TO BE PLACED IN 6" LIFTS
AND COMPACTED TO 95% MODIFIED PROCTOR DENSITY
BY 10 TON MIN. VIBRATORY ROLLER.
ENGINEER TO INSPECT ALL SITE WORK.
CLEAN SAND FILL ONLY.
TH1
SOIL EVALUATOR: DAN OJALA P.L.S. P.E.
DOWN CAPE ENGINEERING, INC.
WITNESS: LYNN MULKEEN (BOH)
EXCV. ROD ELLIS
DATE: 11/22/05
0-6" A SANDY LOAM 10YR3/2
6-36" B LOAMY SAND 2.5YR6/8
36-120" C1 M/C SAND 2.5Y7/3
EL. 35.75 D"
EL. 35.25 g"
EL. 32.75 136"
EL. 30.75
EL. 27.25
ADS -N-12
PROPOSED \ awiiurvr� rtryia DRAINAGE PIPE EL. 25.75
1000 GALLON PRECAST
OR SOLID BOTTOM
MIRAFI 140NS
.
H -2D CATCH BASIN
FABRIC OVER STONE
°°a°o°o°o° °o°°oeoo�
°0000J°
.75°-t.5" DOUBLE
6'0X6'-8" SHOREY SOLID
& DOWN SIDES OF TRENCH
o°°°°° ° °
°00000°0000
°° °°o °°oo
°o°
WASHED STONE
BASIN H-20 OR EQUAL
1.5•
°°°°°o°o°
°°° °
°° °�°°°°`
INV. EL.33.3
NOTE: STRIP OUT TOP &
o°op°�°� �°°oma
°o°o°moo
CATCH
BASIN SUBSOIL ON SIDES TRENCH
000000000000°;°°°000000°
°
EL.32.8
TYPICAL
FOR 3' MIN. REPLACE WITH
o°o°�°o°0°0°8°o°e°o o°°°°°°°�°o°
MEDIUM SAND.
NOT TO SCALE
WIDTH 3 OR 7'
(SEE SHEET 3)
ALSO SEE RAIN
GARDEN OVERFLOW STYLE
BASIN
TRENCH
CROSS SECTION
A -A
NTS
NOTE: REMOVE SUBSOIL FOR 3'
ALL AROUND DRAINAGE LEACHING
(4) 6" DIA SIDE
INLETS AROUND BASIN
WHERE REQUIRED & REPLACE WITH MEDIUM/COARSE SAND (TYP.)
N
INVERT = 33.6
ALT. 6"PVC PIPES UP
WATER TOLERANT TO ALT. INV'S LISTED
17
PLANTS- MUST
ADJ. EL.30.75
TOLERATE DROUGHT\
CONDITIONS AS WELL. '
POOLING ZONE- \
DEPTH PER PLAN]
LINE AND GRADE PER C*•"y A
PLAN VIEW
FILTRATION ZONE -
50% SAND. 30%
TOPSOIL, 20%
GRADE COMPOST - THREE
FEET DEEP.
\-COMPACTED SUBGRADE
CEMENT CONCRETE DUMPSTER PAD
NOT TO SCALE
4000 PSI f� MIN. CONC.
ASTM C150 TYPE 1 OR 2
4" PVC BALL VALVE
WITH COVER TO
6" 4000 PSI CONCRETE PAVEMENT GRADE
W/6X6 WWF IN 20' TRENCH DRAIN INTO PROVIDE WRENCH ON
LOADING AREA "DEEP SUMP BASIN DOCK
2" CLEAR
4" H-20 F&G ON
3OX30 H-20 DBOX
AREA
DRAIN IN LOADING
DOCK AREA
RECHARGE ZONE - \\ ". .
COARSE SAND OR
Le BARON LF248-2 OR EQ.
PROP.H-20 F&G ENTRANCE SWALE AS
23.5" FRAME EL. LISTED, 35.9 TYP. NOTED STONE SLOPE
MORTAR SECURELY IN PLACE PROTECTION/FABRIC
UNDER. FIELD
ADJUST AS
REQ. TO AVOID
EROSION AND AS
DIRECTED BY
/ ENGINEER.
=f2) 1" H1" HOLES -
TO LEACHING TRENCH, SEE DETAIL
INV. 33.3 TYP.
GRAVEL %���T `::..:: r.!- _-..:r.::::,.. ' TRAP
1000PROPOSGALLON PRECAST ( tD v
H-20 CATCH BASIN
'0X6'-8" SHOREY SOLID
BASIN H-20 OR EQUAL
FILTER FABRIC BETWEEN FRAME & GRATE
UNTIL SITE STABILIZED
REMOVE CONSTRUCTION SILTATION PRIOR<6OD' SECTIONAL PLATE
TO FINAL PLANTING OR SOLID BOTTOM
NOTE: REMOVE TOPSOIL & SUBSOIL FOR 3' ALL AROUND DRAINAGE LEACPJNG .
WHERE REQUIRED & REPLACE WITH MEDIUM/COARSE SAND (TYP.) RAIN GARDEN
IN FILTRATION ZONE- LOAM AND SOD REPLACEMENT AND/ OR
PLANT PER LANDSCAPE ARCHITECT'S DIRECTION REQUIRED. W/ OVERFLOW CATCH BASIN
NOT TO SCALE
MDC
TO LEACHING TRENCH, SEE DETAIL
II LOADING DOCK DRAIN
DEEP SUMP MH NOT TO SCALE
GENERAL 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 REGULATIONS AND/OR THE
MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND
HIGHWAYS AS AMENDED TO PRESENT. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310
CMR 15.00 TITLE 5. AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD29 MSL DATUM FROM DEFINITIVE SUBDIVISION PLANS.
4. ALL ROOF RUNOFF TO BE PIPED TO SUBSURFACE LEACHING AS SHOWN. ROOF DRAINS 6"0
SCH40 PVC AT 2% MIN. PITCH TO BE AASHTO-H20 UNLESS NOTED.
COORDINATE EXACT DOWNSPOUT LOCATIONS WITH ARCHITECTURAL DRAWINGS.
5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE H-20.
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND IS NOT TO BE USED FOR PROPERTY LINE
STAKING.
7. ALL S70RM RUNOFF TO BE CONTAINED ON SITE, PROVIDE VEGETATED SWALES IN BUFFER
STRIPS AS REQUIRED TO ENSURE RUNOFF IS RETAINED.
6. 6" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED.
9. ALL SEPTIC PIPING 4"OSCH80 PVC UNLESS NOTED.
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY OWNER'S
ENGINEER AND PERMISSION OBTAINED.
11. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS.
12. SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, OR NEIGHBORING
PREMISES. MAX. POLE HEIGHT 25'.
13. ANY EXISTING BUILDINGS, FOUNDATIONS, PAVING, RETAINING WALLS, DRYWELLS, EXISTING
CESSPOOLS OR SEPTIC COMPONENTS, ETC. ON THE SITE SHALL BE REMOVED AND REPLACED
WITH CLEAN COMPACTED. SAND PRIOR TO MAKING THE IMPROVEMENTS SHOWN ON THE SITE
PLAN. REMOVE 70PSOIL AND SUBSOIL FROM BESIDE AND BELOW ANY LEACHING STRUCTURES.
14. WATER SERVICE APPROXIMATE AS SHOWN. GAS AND CABLE UTILITIES TO BE INSTALLED TO
THE PROPOSED BUILDING APPROXIMATELY AS SHOWN (ALL SUBJECT TO FINAL DESIGN AND
LOCATION AS REQUIRED BY UTILITIES VENDORS).
15. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING.
16, REMOVE TOPSOIL AND SUBSOIL FROM BESIDE AND BELOW ANY SEPTIC OR DRAINAGE LEACHING.
LEACHING SYSTEM STONE TO BE SET IN CLEAN SAND ONLY, ENGINEER TO INSPECT.
TEST HOLE LOGS
BOTTOM PERC AT 62"
24 GAL POURED
ADJ. WATER <6" AT 7:30
<2 MIN/IN
AIW230 11/28/05 22.76 ZONE E-3.5
OBSV. WATER AT 8.5'
120"
TH2
SOIL EVALUATOR: DAN OJALA P.L.S. P.E.
DOWN CAPE ENGINEERING, INC.
WITNESS: LYNN MULKEEN (BOH)
EXCV. REID ELLIS
DATE: 11/22/05
0-6" A SANDY LOAM 10YR3/2
6-36" B LOAMY SAND 2.5YR6/8
36-120" C1 M/C SAND 2.5Y7/3
EL. 36.750"
EL. 36.25 6"
EL. 33.75 36"
EL. 30.75 ADJ. WATER
NAIW230 11/28/05 22.76 ZONE E-3.5
EL. 27.25OBSV. WATER AT 9.5'
EL. 26.75120"
� � 'I II �' � li ,IIS • I .
I, I
AT
IN
WEST YARMOUTH, MA
PREPARED FOR
GLADSTONE, LLC
DATE: JUNE 25, 2010
REVISED: JULY 8, 2010 (SPR COMMENTS)
NOVEMBER 29, 2010 (CCC COMMENTS)
Scale:1 20'FEBRUARY 7, 2011 (CCC COMMENTS)
JUNE 17, 2011 (CCC COMMENTS)
0 10 zo 30 40 So FEET FEBRUARY 29, 2012 (SPR COMMENTS)
2014
PERMIT SET - NOT FOR CONSTRUCTION MARCH 17,
APRIL 3, 2014014
off 508-362-4541
fox 508-362-9880
_A o n1' . g , downcope.com
� 45 N��T
• ,. - t1 F DANIELA. cyN down cope eng�nee�ing, enc.
A. o OJAI
40
pIoCIVI N civil engineers
47land surveyors
j 939 Main Street ( Rte 6A)
IiNl i YARMOUTHPORT MA 02675 4 OF 4
DATE DANIEL A. OJALA, PL PE
98-330 WILLOW\ -SITE REV.DWG
36" CANVAS
WEST ELEVATION VIEW
SCALE: 1/8" = 1'-0"
OPTIONAL 36" ROOF OVERHANG INSTEAD OF WIND "' """"
36" CANVAS WINDOW AWNINGS
SIDING (TYP)
5" CANVAS DOOR AWNINGS
)ING (TYP)
36" CANVAS WINDOW A
36" CANVAS DOOR
BRIE FOR SOLAR
EAST ELEVATION VIEW
SCALE: 1/8" = 1'-0"
NORTH ELEVATION VIEW
SCALE: 1/8" = 1'-0"
ROOF CLIPS FOR PROPOSED 15 KV. PHOTOVOLTAIC ARRAY ON SOUTH FACING ROOF
NOTE: OPTIONAL P.V. ON ENTIRE SOUTH FACING ROOF SURFACE (170'X35' APPROX)
off 508-362-4541
fax 508-362-9880
downcope.com
down cafe engineefing, inc,
civil engineers
Ion d surveyors
939 Main Street ( Rte 6A)
YARMOU THPOR T MA 02675
NOTE: NOT AN ARCHITETURAL DESIGN, REF. BUILDING
PLANS BY OTHERS, THE PURPOSE OF THIS PLAN IS TO
DENOTE WINDOWS AND DOOR AND SOLAR ARRAY
PLACEMENT ONLY.
." '-r ni AKIC AfnT CnD (10KICT0I I!`TIONI
SOUTH ELEVATION VIEW
SCALE: 1/8" = 1'-0"
OTE: PERMIT SET— PLANS NOT FOR CONSTRUCTION
OWNER OF RECORD
GLADSTONE, LLC
297 NORTH STREET
HYANNIS, MA 02601
31 AARON'S WAY
WEST YARMOUTHI IL
PREPARED FOR
GLADSTONE, LLC
DATE: 4-3-14 SCALE: 1/8"= 1'-0"
98-330 WILLOW\ -MOVED BUILDING.DWG
M
bo
LEGEND
Cob UTILITY POLE
n GUY WIRE
/r SEWER MAN HOLE COVER
r ♦ �/ /,' // �1 // // `'Q° WATER SHUT OFF VALVE
HYDRANT
TRAFFIC/STREET SIGN
SINGLE POST SIGN
DOUBLE POST SIGN
—X— STOCKADE OR SPLIT/POST-RAIL FENCE
12"X6"
TAPPING SLEEVE
& GATE VALVE 0\ / 'I LOT 21 // OHE — OVERHEAD ELECTRIC LINE
—W— UNDER GROUND WATER LINE
PROPOSED ; / — E — UNDER GROUND ELECTRIC LINE
W phb S / 6" FIRE 70 �\ I %� 25EADRAI NAGE I // / // // —G — UNDER GROUND GAS LINE
SUPPRESSION II 0 NT
WATER SERVICE 41.l I /
97— - \ fli / // BOULDER
n J HANDICAP PARKING
PROPOSED X 38.11
GAS SERVICE i AD // / EOP EDGE OF PAVEMENT
\ ! X\
I Res
RIM: 35.3 STEEL MANHHOLE COVER
SC�� / / O
INV.: 33.7 /Mp
nOI/FM , / / / // GAS METER
I / I, I /� I �6 // ///
\
/ / / ❑ CATCH BASIN \ l l V� I gRfq oqo! // Ra NOT S / /
cp /
RQ N WN , / / / / / / / o CONCRETE WHEEL STOP
--------\
3 4i // �e �q� yf p/� k o 634 3 / / / /✓/ / / / X 35.59 EXISTING SPOT ELEVATION
30
39. X 37.94 i X37.40 PROPOSED SPOT ELEVATION
37 — —EXISTING CONTOUR
X38.96�
/ 8 _
s g$ SF Ro , // J7—PROPOSED CONTOUR
RIM: 37.60
/
CB1 \ \ \ / // / RD PROPOSED ROOF DRAIN PIPE
I � �
TRgNs INV.: 33.8 k3y 1 \ h RUUD GWCO-12 /
/ , x 35.59 / / / / EXISTING TEST HOLE
\ 0 12" AERODOME EUL-C CUTOFF WALL PACK ® 15' �RO
PROPOSED 1.5�F \\ (TYP. OF 7i
DOMESTIC WATER
SERVICE TO BE \`\ — — — –
I SLEEVED 38 \\ /
— — — — PROPOSED GO F \\N X37.84 X 37.36/
ELECTRIC `3 /
SERVICE
-0' 39 / ! .. h!.!
LOT 19014 .0X
36 yo v� ,�, \\\\\ / — moo °aos ' p° os � \ / e !"i ..:,i • ,,,r / / /
— — — — — — — — — — — — — —
Z \ SFpT/ co'fp 20
/ N'r fy)-
x 35.04 ii 1
CB2R6yoigT
RIM: 36.1 INV.: 33.3
CBS \\ // // // /FLAG'ORJ
\\\ _ rj� RIM: 36.4 / /
14. \\\ `?� 0 G\iJJ1'i INV.: 33.8 3
4 iyo� S fpTi N g J9 \\ \\\� 35.0
J915C<F 67'p X 35
eFo F!F/o w
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X 34,9/7
DCE# 07-062
LOT 20
05?\\ ^ 50,005 SF FLAG
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CB 3
RIM: 35.9
SIDE PIPE INV. 34.8
INV.: 33.3
x 54
6/bss ��\ //�// // // / // /r" FLAG
920S.�F `� S 1�� CB4
RIM: 35.9
/ SIDE PIPEINy, T4.9
INV.:33�3i
X 35.35
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 72 PARCEL 9.2.3
LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN
ON COMMUNITY PANEL #250015 0003C DATED
6-17-1986
LOT IS WITHIN THE AQUIFER PROTECTION DISTRICT
LOT AREA: 50,005 SF (1.15 AC.±)
LOT IS WITHIN NHESP 2008 MA PRIORITY HABITATS
OF RARE SPECIES
OWNER OF RECORD
GLADSTONE, LLC
297 NORTH STREET
HYANNIS, MA 02601
REFERENCES
DEED BOOK 18952 PAGE 298
CTF# 153578
PLAN BOOK 593 PAGE 8
LC PLAN 37201-D
SEE NOTES ON DETAIL SHEETS- APPLY TO ALL SHEETS
WEST YARMOUTH, MA
PREPARED FOR
GLADSTONE, LLC
DATE: JUNE 25, 2010
C0
REVISED: JULY 8, 2010 (SPR COMMENTS)
Yarmouth
Campground _
Route 6
FEBRUARY 7, 2011 (CCC COMMENTS)
0 10 20
30 4o
so FEET JUNE 17, 2011 (CCC COMMENTS)
o (�3 �o
OWS
FEBRUARY 29, 2012 (SPR COMMENTS)
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37,20044
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LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 72 PARCEL 9.2.3
LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN
ON COMMUNITY PANEL #250015 0003C DATED
6-17-1986
LOT IS WITHIN THE AQUIFER PROTECTION DISTRICT
LOT AREA: 50,005 SF (1.15 AC.±)
LOT IS WITHIN NHESP 2008 MA PRIORITY HABITATS
OF RARE SPECIES
OWNER OF RECORD
GLADSTONE, LLC
297 NORTH STREET
HYANNIS, MA 02601
REFERENCES
DEED BOOK 18952 PAGE 298
CTF# 153578
PLAN BOOK 593 PAGE 8
LC PLAN 37201-D
SEE NOTES ON DETAIL SHEETS- APPLY TO ALL SHEETS
WEST YARMOUTH, MA
PREPARED FOR
GLADSTONE, LLC
�,� 939 Main Street ( Rte 6A)
FLAG
6 DATE DANIEL A. OJALA, P.L.S. YARMOUTHPORT MA 02675 3 OF 4
98-330 WILLOW\–SITE REV.DWG
DATE: JUNE 25, 2010
REVISED: JULY 8, 2010 (SPR COMMENTS)
NOVEMBER 29, 2010 (CCC COMMENTS)
Scale:l"= 20'
FEBRUARY 7, 2011 (CCC COMMENTS)
0 10 20
30 4o
so FEET JUNE 17, 2011 (CCC COMMENTS)
FEBRUARY 29, 2012 (SPR COMMENTS)
PERMIT SET
— NOT FOR
CONSTRUCTION MARCH
37,20044
off 508-362-4541
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6 DATE DANIEL A. OJALA, P.L.S. YARMOUTHPORT MA 02675 3 OF 4
98-330 WILLOW\–SITE REV.DWG
INSTALL TREE PLUMB
GENERAL SEEDING NOTES - TDP OF ROOTBALL SHALL BEAR GENERAL PLANTING NOTES NATIVE PLANTING SCHEDULE
1) PERMANENT SEEDING SHALL CONSIST OF THE FOLLOWING MIXTURE OR APPROVED EQUAL - SAME RELATIONSHIP TO FINISHED \I�
GRADE AS TO PREVIOUS EXISTING 1) ALL PLANT MATERIAL SHALL CONFORM TO THE STANDARDS OF THE AMERICAN ASSOCIATION OF SYMBOL PLANT NAME SIZE NUMBER
OPTIMUM SEEDING DATES ARE BETWEEN APRIL 1 AND MAY 31 AND AUGUST 16 AND OCTOBER 15. GRADE NURSERYMEN OR THE PLANT MATERIAL WILL BE UNACCEPTABLE. ALL PLANT MATERIAL SHALL BE
SUMMER STRESS MIXTURE (LOFTS SEED INC.) TRUE TO SPECIES, VARIETY, SIZE AND BE CERTIFIED DISEASE AND INSECT FREE. INSTALLER (z
90% REBEL II OR TRIBUTE TALL FESCUE ROOT FLARE SHALL BE EXPOSED; RESERVES THE RIGHT, BASED UPON AVAILABILITY, TO SUBSTITUTE AN ALTERNATIVE, COMPARABLE
10% NASSAU OR BARON KENTUCKY BLUEGRASS MULCH SHOULD NOT BE WITHIN SHRUB. OCTOBER GLORY RED MAPLE
Campground Route B
Yarmouth
SEEDING RATE: 5# PER 1,000 SO. FT. OR 200# PER ACRE. 4" OF TREE TRUNK 2) ALL PLANT MATERIAL SHALL BE PROPERLY GUYED, STAKED, WRAPPED AND PLANTED IN CONFORMANCE
WITH THE TYPICAL PLANTING DETAILS. GUY. WIRES SHALL BE ATTACHED TO THE TREE AT A HEIGHT OF
2) PERMANENT SEEDING TO BE APPLIED BY RAKING OR DRILLING INTO THE SOILS AT A RATE OF 150# PLACE BALL ON SUBSOIL. REMOVE AND TWO-THIRDS THE HEIGHT OF THE TREE AND SHOULD BE LOCATED AT POINTS SO AS NOT TO SPLIT THE el
AGER RUBRUM 'OCTOBER GLORY' 3" CAL, 25
PER ACRE. SLOPED AREA TO BE COVERED WITH MULCH AS INDICATED IN NOTE 4. TRUNKS OF MULTI -STEMMED TREES. PROVIDE THREE STAKES PER TREE UNLESS NOTED OTHERWISE. \
REINFORCED RUBBER DISCARD BURLAP EXCEPT UNDER BALL. `
HOSE(1/2" DIA. BLACK) REMOVE ALL SYNTHETIC SOIL WRAPPING INSTALL ALL PLANT MATERIAL ON UNDISTURBED GRADE. PROVIDE BURLAP WRAPPING WITH A 50% � I
3) FERTILIZER FOR THE ESTABLISHMENT OF TEMPORARY AND PERMANENT VEGETATIVE COVER SHALL BE OVERLAP. CUT AND REMOVE BURLAP FROM TOP ONE-THIRD OF THE ROOT BALL.
10-10-10 APPLIED AT A RATE OF 15# PER 1,000 SQ. FT. OR AS DETERMINED BY SOIL TESTS. LIMESTONE MATERIA'_S (TREATED BURLAP, NYLON e J
FOR TEMPORARY SEEDING SHALL BE APPLIED AT A RATE OF 90# PER 1,000 SQ. FT. LIMESTONE FOR DOUBLE #10 GALVANIZED WIRE TWINE, WIRE BASKETS, ETC.) AND DISCARD 3) PROVIDE PLANTING PITS AS INDICATED ON PLANTING DETAILS. BACKFILL PLANTING PITS WITH ONE = Q o^
PERMANENT SEEDING SHALL BE APPLIED AT A RATE OF 135# PER 1,000 SQ. FT. GUYS AND TURNBUCKLES. GUYS PART EACH OF TOPSOIL, PEAT MOSS AND PARENT MATERIAL. IF WET SOIL CONDITIONS EXIST THEN HERITAGE RIVER BIRCH`,
TO BE REMOVED AFTER ONE EXCAVATE SUBSOIL AS REQUIRED PLANTING PITS SHALL BE EXCAVATED AN ADDITIONAL 12" AND FILLED WITH SAND. BETULA NIGRA 'GULLY 3" CAL 23 0 0
TO PLACE ROOTBALL ALL TO PROPER
/ YEAR. ELEVATION. PLACE ROOTBALL 4) NEWLY INSTALLED PLANT MATERIAL SHALL BE WATERED AT THE TIME OF INSTALLATION. REGULAR WITHEROD LABURNUM ' Barnstable ti'v9
SURVEYOR'S DIRECTLY ON SUBSOIL WATERING SHALL BE PROVIDED TO ENSURE THE ESTABLISHMENT, GROWTH AND SURVIVAL OF ALL VIBURNUM CASSINOIDES #5 4 Municipal °m AlrPort �ectric Crowell
WHITE
/ RIBBON(WHITE)
COMM
( ) £
EXCAVATE HOLE TO DIAMETER HEAVY METAL SNATCH GRASS
5'-0" DIAMETER 3X WIDER THAN ROOTBALL. 5) ALL DISTURBED LAWN AREAS SHALL BE STABILIZED WITH EITHER SOD OR SEED AS INDICATED ON PANICUM MR. 'HEAVY METAL' #2 14
/ BACKFILL HOLE WITH PLANTING THE LANDSCAPE PLANS. SEED SHALL CONSIST OF THE MIXTURE LISTED IN THE GENERAL SEEDING
/
SOIL MIX AS SPECIFIED NOTES UNLESS OTHERWISE INDICATED ON THE PLAN. ALL DISTURBED LAWN AREAS SHALL BE TOPSOILED, NEW ENGLAND EROSION
LIMED, FERTILIZED AND FINE GRADED PRIOR TO LAWN INSTALLATION. CONTROL RSTORATION MIX 1# / 048 SF
1 /Q 3" BARK MULCH, AS SPECIFIED W/ 3' SOIL MATRIX
UNDISTURBED SUBGRADE 6) ALL PLANTING BEDS SHALL RECEIVE 3" OF SHREDDED PINE BARK.
7) ALL SHRUB MASSES SHALL BE PLANTED IN CONTINUOUS MULCHED BEDS. LOCUS MAP
2" x 2' x 3' HARDWOOD STAKES. SCALE 1"=2000'f
i/ 6" 3 TREE HEIGHT. NEW ENGLAND EROSION CONTROL/RESTORATION MIX:
/ / LOT 21
Switchgross (Panicum virgatum), Virginia Wild Rye ASSESSORS MAP 72 PARCEL 9.2.3 EQ. EQ. EQ.—�i
(Elymus virginicus), Creeping Red Fescue (Festuca LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN
rubra), Fox Sedge (Carex vulpinoidea), Creeping ON COMMUNITY PANEL #250015 0003C DATED
25' DRAINAGE Bentgrass (Agrostis stolonifera), Soft Rush (Juncus 6-17-1986
roti S �/ /I �I EASEMENT DECIDUOUS TREE PLANTING NOTES: effusus), New England Aster (Aster novae—angliae), LOT IS WITHIN THE AQUIFER PROTECTION DISTRICT
k �� 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT Grass -leaved Goldenrod (Euthamia graminifolia), Green
o / 3T \� % k ' PROPOSED FOR Z.5" CAL. AND ABOVE COLLAR OF PLANT. PLACE BALL ON SUBSOIL. REMOVE AND LOT AREA: 50,005 SF (1.15 AC.t)
Bulrush Scir us otrovirens Boneset Eu atorium
- / DISCARD BURLAP EXCEPT UNDER BALL. ( p )' ( p
2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS
� 6' HIGH FENCE REMOVE ALL SYNTHETIC SOIL WRAPPING perfoliatum), Blue Vervain (Verbena hastata) Upland LOT IS WITHIN NHESP 2008 MA PRIORITY HABITATS
/ NOT TO SCALE GROWN IN NURSERY. MATERIALS (TREATED BURLAP, NYLON THANE, Bentgrass (Agrostis perennons), Big Bluestem, Niagra OF RARE SPECIES
WIRE BASKETS, ETC.) AND DISCARD
(Andropogon gerardii), Sensitive Fern Onoclea
iTOP OF ROOTBALL SHALL BEAR SAME sensibilis) , Little Bluestem (Schizach arium,
p ium sco
J •�
RELATIONSHIP TO FINISHED GRADE AS TWoolgrass (Scirpus cyperinus).
/ I O ) ZONING SUMMARY
25 0 % 1 co,
PREVIOUS EXISTING GRADE EXCAVATE SUBSOILTO A ELEVATED T PLACE * "
ZONING DISTRICT B3
LISTED AS HAVING NO SIGNIFICANT DISEASE OR
14jp
RolFMe�TS ROOTBALL DIRECTLY ON SUBSOIL / � INSECT PROBLEMS' IN THE PUBLICATION ENTITLED: MINIMUM LOT SIZE = 40,000 50,005 SF EXIST.
EXCAVATE HOLE TO DIAMETER 3X WIDER THANGHTPLANT, RIGHT PLACE"-APLANTSELECTIONGUIDE MINIMUM FRONTAGE = 100 100.85 PROVIDED
I 3
NO% WITHIN THE 20' FRONT BUFFER AND 10' ROOTBALL. BACKFILL HOLE WITH PLANTING SOIL FOR MANAGED LANDSCAPES MAXIMUM BLDG COVERAGE = 35% 34.3% PROVIDED
�CpN� 1 Sy��/V OFD S ND REAR BUFFER BUFFER SHISTI BE REES d MIX AS SPECIFIED MAXIMUM LOT COVERAGE = 70% 68.0.% PROVIDED*
RETAINED IF SUCH TREES DO NOT EXIST. BIORETENTION AREAS BUILDING SETBACKS: REQUIRED PROPOSED:
3" CALIPER TREES SHALL BE PLANTED AT -FRONT = 30' 57.8'
INTERVALS OF AT MOST 20' IN ALL 3BARK MULCH, AS SPECIFIED SOIL MATRIX: SIDE = 10' 10.4'
/ AROp a, 0 4�3 BUFFERS. PLANTED TREES WHICH DIE - "' 1 SOIL 50% SX DEPTH: THREE FEET
& 20% COMPOST REAR = 30' 30.5'
^� 3 S,> $ 23 4 SHALL BE REPLACED. I '_p�;.:,:,;io `;. ;:i:! _ I=
s BUS/AOSF 9 I_.-:::;; — UNDISTURBED SUBGRADE SEEDING: BUILDING HT. = 35' MAX. <35' PROPOSED
%oo, KJ�N Q �I II— Y -_ NEW ENGLAND EROSION CONTROL/RESTORATION MIX *LOT COVERAGE LESS IF RESERVE SPACES NOT CONSTRUCTED
L =11= 1
3 � roo• (SEE DESCRIPTION BENEATH PLANTING SCHEDULE) EXISTING USE: VACANT
II
5 32 3" SHREDDED , SO SFS —EQ. EQ. EQ. MULCAGED HARDWOOD BARK PROPOSED USE: (USE CODE PER YARMOUTH ZONING BYLAW)
- \ O PINE ARK /� 1" DEPTH AT TIME OF CONSTRUCTION
F3 TRUCKING/WAREHOUSE— WAREHOUSE STORAGE
MULMULCHING SHALL NOT BE CONTINUED IN ORDER TO
RUUD GWCO-12 SHRUB PLANTING ALLOW GROWTH OF SEEDED PLANT MIX. NOTE: NO WASHING OR MAINTAINING/REPAIRING
ANS, i 12" AERODOME FULL CUTOFF WALL PACK ®15' NOT TO SCALE FERTILIZER: OF TRUCKS OR CARS ON SITE ALLOWED.
(TYP. OF 7) c' CHEMICAL FERTILIZERS SHALL NOT BE USED. OWNER OF RECORD
PARKING CALCULATIONS:
LOT 19
o,A
sy
o�
Z
*NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DRY SITES.
SPECIES: CREEPING RED FESCUE, ANNUAL RYE-GRASS, TIMOTHY, WHITE
CLOVER, RED TOP, LITTLE BLUESTEM, & INDIAN GRASS.
APPLICATION RATE: 35 LBS/ACRE (1,245 SFAB)
"NEW ENGLAND EROSION CONTROL/RESTORATION MIX FOR DETENTION BASINS,
SPECIES: SATCHGRASS, VIRGINIA 'MLD RYE, CREEPING RED FESCUE, FOX SEDGE,
CREEPING BENTGRASS, SOFT RUSH, NEW ENGLAND ASTER, GRASS -LEAVED
GOLDENROD, NODDING BUR MARIGOLD, GREEN BULRUSH, JOE-PYE WEED,
BONESET, & BLUE VERVAIN.
APPLICATION RATE: 35 LBS/ACRE (1,245 SFAB)
NOTE: PROVIDE JUTE EROSION CONTROL NETTING ON ALL
SIDESLOPES OF SWALES WHICH ARE ADJACENT PAVEMENT (TYP.)
DCE# 07-062
T0 /
/V FSG
60
/ WITHIN THE 20' FRONT BUFFER AND 10' /
SIDES AND REAR BUFFER EXISTING TREES /
/ OF AT LEAST 4" CALIPER SHALL BE /
/ RETAINED . IF SUCH TREES DO NOT EXIST,' /
/ 3" CALIPER TREES SHALL BE PLANTED AT /
/ INTERVALS OF AT MOST 20' IN ALL
/ BUFFERS. PLANTED TREES WHICH DIE
/"II
HALL BE REPLACED.. FLAS
/1 6
/ FLA,
/ 3
/ FLAG
/ 4
/
/
/
BORDERING VEGETATED WETLAND
DELINEATION BY DOWN CAPE ENGINEERING INC.
2/01 VERIFIED BY HAMLYN CONSULTING 5/01
WAREHOUSE STORAGE(1 SPACE/600 SF) X 10,200 SF = 17 REQUIRED
RETAIL STORAGE: (1 SPACE/2,100 SF) X 6,950 SF = 3.31 REQUIRED
TOTAL SPACES :....................................... 17,150 SF 20.31 REQUIRED
PROVIDED: .......................................................................... 21 SPACES*
* OF WHICH ONE IS HANDICAP VAN ACCESSIBLE SPACE
301.4.6 IN—LOT TREES— 21/8 = 3 REQ., (3+) TREES PROVIDED IN ISLANDS.
LI
DATE
GLADSTONE, LLC
297 NORTH STREET
HYANNIS, MA 02601
REFERENCES
DEED BOOK 18952 PAGE 298
CTF# 153578
PLAN BOOK 593 PAGE 8
LC PLAN 37201—D
LAYOUT LANDSCAPE
AT
IN
WEST YARMOUTH, MA
PREPARED FOR
GLADSTONE, LLC
DATE: JUNE 25, 2010
REVISED: JULY 8, 2010 (SPR COMMENTS)
NOVEMBER 29, 2010 (CCC COMMENTS)
Scale: 1"= 20' FEBRUARY 7, 2011 (CCC COMMENTS)
0 10 20 30 4o so FEET JUNE 17, 2011 (CCC COMMENTS)
FEBRUARY 29, 2012 (SPR COMMENTS)
PERMIT SET - NOT FOR CONSTRUCTION MARCH 17, 2014
APRIL 3, 2014
off 508-362-4541
fax 508-362-9880
A OF
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CNiL i7awn cape engineering, Inc,
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civil engineers
land surveyors
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939 Main Street ( Rte 6A) 2 OF 4
YARMOUTHPORT MA 02575
98-330 WILLOW\ -SITE REV.DWG
DANIEL A. OJALA, P.L.S.