HomeMy WebLinkAbout83.13.1.1 - Site Plan of Land - 2001Ex1i 7N T AREA CALCULATIONS:
1� TOTAL LOT AREA • 50.2423 S.F.
TOTAL BUILDING AREA • 6.9723 S.F. - 14% OF SITE
TOTAL PAVED AND WALK AREA - 20.4203 S.F. - 41st OF SITE
TOTAL IMPERVIOUS AREA • 27.3923 S.F. - 559 OF SITE
O W_ PARKING CALCULATIONS:
'?J LOCU ��iCC I SPACE PER 200 SF OFFICE SPACE REQUIRED
6.972 SF / 200 - 35 SPACES
PROVIDED 50 SPACES
.� HANDICAPPED SPACES REQUIRED - 2 SPACES
o�
� HANDICAPPED SPACES PROVIDED ?SPACES
TREES REQUIRED 50/8 - 6 TREES
TREES PROVIDED - 6 TREES
LOCUS MAP
ISSESSOR'S MAP 73
TONING DISTRICTS. AED A APD. MIN FRONTAGE - 100'
SETBACKS: FRONT - 30'. SIDE - l0'. REAR - 30'
WIXIMUM SITE COVERAGE • ISX UNLESS ARTIFICIAL RECHARGE
TOR EXCESS RUNOFF IS PROVIDED.
-LOOD ZONE C. MAP 250015 0003 C. DATED 6/17/86
GENERAL NOTES:
j.
1. PROPERTY LINE INFORMATION WAS COMPILED FROM
AVAILABLE PLANS AND DEEDS OF RECORD AND DOES
NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY.
2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS SET,
SEE SITE PLAN.
3, NO DETERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS, SPECIAL
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
4. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
AND SOIL CONDITIONS AT THE LOCATION OF THE
PROPOSED BUILDING.
5. ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS
TO BE CONTAINED ON SITE.
6. ALL CONSTRUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
PUMP SYSTEM NOTES:
I. PLBIPS TO BE MYERS RESIDENTIAL SEIAW PLW M04WL SRW OR EO/NL.
r. THE PWPS $NALL ALTERNATE AND START AND STOP AT THE ELEVATIONS
SNOW THE LAB PLWP SHALL START WEN rPE ALARM STARTS.
J. THE PLOPS SHALL BE INSTALLED IN STRICT COWORMAICE rl TH
THE MANLFACTURER•S SPECIFICATIONS AED TITLE V REGULATIONS.
PLOP DISCHARGE SHALL IE 2 INCHES. PLOP SNOaD IE ABLE TO
BE DI$00AIECTED AND LIFTED OUT OF THE PCW C/"WER WITHOUT
NAVIN$ TO €NTEIt THE PIAM CHNIOER. .. ,.. .
4. THE ALARM SMALL START AT THE ELEVATION mom AND BE
POWERED BY A CIRCOir SEPARATE FROM TIE ILAw PwR,
S. AN ELECTRICAL PERMIT WST BE OBTAINED FAR THIS INSTALLATION.
STP LOT 14
+35,0
+35.5
PROPOSZD J• CA.l PER
BIx FER TREF nrPH
ii`,= 20' O.C.
ACCESS COVERS MUST
BE TO FINISH GRADE
GAS
1500 GAL H -20H-20 PUMP CHAMBER
SEPTIC TANK WATERTIGHT AND
WATERTIGHT AND FACTORY WATERPROOFED
FACTORY WATERPROOFED 6' CRUSHED STONE OR
COMPACTED BASE
PROFILE: NOT TO SCALE
i-Har---••�
FIRST 2' TO
BE LEVEL %
TEE7 /
5 OUTLET
D -BOX
9' q.'N/MUM COVER
INVERT ELEVA -IONS.,
4' PERF PIPE INVERT AT BUILDING: 33.3
4•rFxr INVERT IN SEPTIC TANK: 31.8
37'6 2% 18' MIN INVERT OUT SEPTIC TANK: 31.55
MIN. 2- OF
PEASTONE INVERT IN PUMP CHAMBER: 31.5
°°�'�'�•�°"'°"�'�"'�"�'� --3/4' - I 1/2' DIA. INVERT OUT PUMP CHAMBER: 31.5
4' SOLID PIPE DOUBLE WASHED STONE INVERT IN DIST. BOX: 36. B5
INVERT OUT DIST. BOX: 36.68
25•x 30' LEACH FIELD
INVERT IN LEACH FIELD: 36.5
INVERT END LEACH FIELD: 36.0
BOTTOM LEACH FIELD: 35.5
ADJUSTED GROUND WATER: 30.3
-OBSERVED GROUND WATER! 23.2
BOTTOM OF TEST HOLE r1: 22.0
BOUYANCY CALCULATIONS: INDEX WELL AIN 230. ZONE E
JAN 00 READING -25.2', ADJ-7.1'
SEPTIC TANK: DISPLACEMENT - 130.5-27.01 x II x 6 - 231 C.F. -OBSERVED GROUNDWATER LOT 14, 2/2/00
317 C.F. x 61.4 W/C.F. - 144/4x. H-20 TANK - 2/2300 OK
PUMP CHAMBER: DISPLACEMENT - 130.5-26.71 x 9 x 5.25 - 177 C.F.
177 C.F. x 62.4 •/C.F. - I1057r. H-20 TANK - 145000 OK
4' PVC INLET ' PVC OUTLET
IWRCLWV scar
SII TOIEs SEEP
NOLE
ALARM ON Ml CIE-
/lS1- ONS
OffA. s
NW O
- lwT Hari 1 1 �! • .
- t t
\
PUMP DE TA / L : Nor To SCALE
USING 1000 GAL. PLWP CHAMBER
H-20. WATERTIGHT AND WATERPROOF
I ! �
\\ I TIPf
\ \ 1
\ 1
\ 1 l
\\ 1 t
•t
t t
't �t
N 89'33"14-E t
• 406. 58' JJ.a 1
\� 1
i
r / m
WOO'i
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL f- "` _ _ -
_ _ N
_ o �
-c - AaLbED of LAM AREA AREA /I IN rL,wrl N81 I
BOARD OF HEALTH REGULATIONS.I Pill
7 �)
// F LJAIRi 1 1 .
DESIGN CR 1 ER 1A
DESIGN FLOW:
6972 S.F. OFFICE x 75 GPO PER IODu 5 i.
EQUALS 523 OPD OR 50.241 S.F. LOT .
440 OPD/40.000 S.F. EQUALS 553 CTPD
SEPTIC TANK REQUIRED:
553 G.P.D. X 20OX - 1/06 GAL,
SEPTIC TANK PROVIDED: Is00 GAL.
SOIL ABSORPTION SYSTEM PEOUIRED.
DESIGN PERC RATE l 5 MIN/INCH
SOIL TEXTURAL CLASS • 1
EFFLUENT LOADING RATE - 0 74 GPD/�F
553 GPD / 0.74 GPD/SF - 748 S.F. NEUDr Nf✓
PROVIDED: 25' x 30' LEACH FIELD. A -JSo of
750 S.F. x 0.74 GPO/SF - 555 GPD
SOIL TEST PIT DATA6
DATE: DECEMBER 15: 1998
TEST BY: THOMAS McLELLAN
WITNESSED BY: CHARLOTTE STIEFEL
PERC RATE: l 2 MIN/INCH
1
t
7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER NEW CATCH BASIN
AREAS SUBJECT TO VEHICULAR TRAFFIC OR ,5REATER �/ RIM - JJ.B
THAN 3' IN DEPTH SMALL BE CAPABLE OF WITH- - -
EL LOADS 2.600 GAL LEACH ` I I '
O MOPciEJ "72 S F OFFICEiSUILDIMO \\
STANDING H-20 WHE Plrs I/. 31010
/LOOK G.frATew
8. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR C i - ! J n
Y
/ 1
APPROVED EQUAL. 3 ..........,/ ................. % rr»I �� _ -
I! ��
9. SEPTIC TANK AND SHALL BE REINFORCED A 11 0
VENT /1
PRECAST CONCRETE AND WATERT/GMT. LA \ s + 1 1. - 1 ' % `X / / LIGHT
; ..I 1 t.,, _ r37.a o / 1// B• IID£►AVED MLR J.. 'r 54
10. D -80X !S TO BE WATER TESTED TO CHECK FOR LEVEL. i +Js.y� w WIVENf
y
I/. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. :� 'I NEW CATCH BASIN
I` 1 L TMJ 1J PAVED PARKING SPACES ! " - / T \ I I / i
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. I Pwo 6u I j Jy./ J / 110*g 20{ ; /
FOR LOCATION OF UNDERGROUND UTILITIES. ' t£Pru r I `+ I RIM - J4 t so .-
_ _I: t t. I / PROP M / : I rYPI I / •� 1/L
4411-1.
I?. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE 5011 REMOVAL" D BOX s4'4' - 1 / / fJs.o j 101` i I sap
SEE NOTE IJ. ....''....`:.: .. I • ? S' WIPE PAVED WALK
DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION Y
f I PROPOSED 3• CA: .'P: n", I / CNRB
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE / WW
� TREE lllpl
CONSTRUCTION INSPECTIONS. Pyr / 1 n PAVED DRIVE b
7' /' o-,�-''! /// 2O PAVED PARKING SPACE) r-
L31AIWfR
13. ALL UNSUITABLE MATERIAL (A A B HORIZONS) a LOADING ss'D ----- - ~\
ENCOUNTERED BELOW THE INVERT OF THE LEACHING : Y o zDNL
-:__
' J4.
---- /
FACILITY TO BE REMOVED FOR A DISTANCE OF 5' 1.
}. \ R.
26' I I , i 34 a,
7AROUND AND REPLACED WITH SAND IN ACCORDANCE C I i �' I/j I! �/r� I1 � O
f,
WITH TITLE 5. OL✓srER AREA , I / INEW'CA rCH SAsfN
.. I/tTOCRADE' ' I tJc. b I 1 I •pl. \\ • V �-
W/Y - JJh HW I% ENT
Ir' TAPERED /
SECTION
RISER SECTION
HEIOHt$ VARY
MSE SECTION
PEACE AROW
an INDICATES
I /'yo I
INDICATES
I
(
iI
PERCOLATION
=
OBSERVED
/
I
3.600 GAL LEA C
V
TEST
GROUNDWATER
TP *I
34.4
TP r2
0.
HORIZON
TEXTURE
COLOR
32.0
0'
HORIZON
TEXTURE
COLOR
.
O/A
A
LOAMSANDY
-
3ti.G
SANDY
2/!R
n-414.2
3/2R
0 '
.. ....
......................
S 89'33*34'W
_- - -------------------.-�
37.2
101-
.........
..... ....... _
t 1
-
r3T.7
B
SANDY
IOYR
.
B
LOAMY
IOrk
-3'5 J.'
LOAM
414
--
-- -__--__________________-____---_-�_._-_-_-
SAND
5/8
---__ C_____x-
18'
................................._......
-----------------------------------------------------_-----------__
--
---- -
30.5
30'
.... ....... _......
I-
33 5
_-
__
-
C I
LOAMY
2.5Y
C I
MED-COANSE
2.5r
/' GLIVEp TREE OR A vRUPOs£D
SAND
614
SAND AhD
0/4
42'
........................................
NAVY DUTY METAL _-�
28.5
R!THIN THE BUFFER.
GRAVEL
C2
TIGHT C SAND
_
IRON FRAME AND COVER
FINES 6 IRON
FRAME SET IN FULL IED OF MORTAR
4- MIN. PEASTONf TO FINISH GRADE
60 '
...................
......................
27.0
- - BRICK AND MORTAR LEVEL IND COURSE
4 MIL POLY
C3
MED -FINE SAND 2.5Y
1/4'/FT- LEVEL TO OTHER
LEGEND
W/BAND COARSE 7/4
x-48'
FROM BASIN
I2' MIN HDPE
LEACHING PITS
96'
24.0
TEE
98'
C4
FINE
2.5Y
23.8
CONCRETE BOUND FOOND
-
1• v£xT®
12• DIAN PIPE FLOW
3/4'-11/1' WASHED
SAND
7/3
10' MINIMUM DISTANCE
®
120'
STONE ALL AROUND
22.0
150'
BETWEEN LEACH PITS
-W-
DATE: DECEMBER 15: 1998
TEST BY: THOMAS McLELLAN
WITNESSED BY: CHARLOTTE STIEFEL
PERC RATE: l 2 MIN/INCH
1
t
7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER NEW CATCH BASIN
AREAS SUBJECT TO VEHICULAR TRAFFIC OR ,5REATER �/ RIM - JJ.B
THAN 3' IN DEPTH SMALL BE CAPABLE OF WITH- - -
EL LOADS 2.600 GAL LEACH ` I I '
O MOPciEJ "72 S F OFFICEiSUILDIMO \\
STANDING H-20 WHE Plrs I/. 31010
/LOOK G.frATew
8. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR C i - ! J n
Y
/ 1
APPROVED EQUAL. 3 ..........,/ ................. % rr»I �� _ -
I! ��
9. SEPTIC TANK AND SHALL BE REINFORCED A 11 0
VENT /1
PRECAST CONCRETE AND WATERT/GMT. LA \ s + 1 1. - 1 ' % `X / / LIGHT
; ..I 1 t.,, _ r37.a o / 1// B• IID£►AVED MLR J.. 'r 54
10. D -80X !S TO BE WATER TESTED TO CHECK FOR LEVEL. i +Js.y� w WIVENf
y
I/. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. :� 'I NEW CATCH BASIN
I` 1 L TMJ 1J PAVED PARKING SPACES ! " - / T \ I I / i
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. I Pwo 6u I j Jy./ J / 110*g 20{ ; /
FOR LOCATION OF UNDERGROUND UTILITIES. ' t£Pru r I `+ I RIM - J4 t so .-
_ _I: t t. I / PROP M / : I rYPI I / •� 1/L
4411-1.
I?. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE 5011 REMOVAL" D BOX s4'4' - 1 / / fJs.o j 101` i I sap
SEE NOTE IJ. ....''....`:.: .. I • ? S' WIPE PAVED WALK
DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION Y
f I PROPOSED 3• CA: .'P: n", I / CNRB
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE / WW
� TREE lllpl
CONSTRUCTION INSPECTIONS. Pyr / 1 n PAVED DRIVE b
7' /' o-,�-''! /// 2O PAVED PARKING SPACE) r-
L31AIWfR
13. ALL UNSUITABLE MATERIAL (A A B HORIZONS) a LOADING ss'D ----- - ~\
ENCOUNTERED BELOW THE INVERT OF THE LEACHING : Y o zDNL
-:__
' J4.
---- /
FACILITY TO BE REMOVED FOR A DISTANCE OF 5' 1.
}. \ R.
26' I I , i 34 a,
7AROUND AND REPLACED WITH SAND IN ACCORDANCE C I i �' I/j I! �/r� I1 � O
f,
WITH TITLE 5. OL✓srER AREA , I / INEW'CA rCH SAsfN
.. I/tTOCRADE' ' I tJc. b I 1 I •pl. \\ • V �-
W/Y - JJh HW I% ENT
Ir' TAPERED /
SECTION
RISER SECTION
HEIOHt$ VARY
MSE SECTION
BM CB70H N 89' 33 ' 3
EL -JS. I1
NO WATER
DATE FEBRUARY 2. 1000
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PERC RATE: l 2 MIN/INCH
S / TE- PLA/V O/= LANzD
LOT 1.3A AIVSEL HAL L E7-7- ROAC>
WE T YA RMO U TH . "A .
P R EPA R ED F O R
:IV/ L L Q W S TR E E T R E.
SCALE: / 20 FEBRUARY /6. 1CcJ/
• REVISED MAY 2?, 2-IOl
EAGLE SURVEYING, IN(--'
923 Ro u t t c�
�.� Yorrrnouthport , VA. 0 /t"7tj
(508) 362-t
( 508) 432-"' 5�
J-^3 NO 99-105 FIELD: CFW/EEK CALC: CFW/SAH CHECK: CFW Kr ��
PEACE AROW
I /'yo I
I
I
(
iI
I
/
I
3.600 GAL LEA C
V
SI.S
34.4
/'
PI rs W/4' STONE \ \.
.•
F. ER AR
.
n-414.2
S 89'33*34'W
_- - -------------------.-�
-----
-
-
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.
--_--------------------------------------------------------__-_-
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--
-- -__--__________________-____---_-�_._-_-_-
.
---__ C_____x-
-----------------------------------------------------_-----------__
--
---- -
5UPPiivro El15TIN0 TR[ES
_-
__
-
TD MEF) xrLAW OF AN EXISnhs
--
_---'�
/' GLIVEp TREE OR A vRUPOs£D
J' CAL !PER TREE EERY ?0 FEET
NAVY DUTY METAL _-�
----
R!THIN THE BUFFER.
FRAME A GRATE .--'
8' MIN. H2O CAST
_
IRON FRAME AND COVER
FRAME SET IN FULL IED OF MORTAR
4- MIN. PEASTONf TO FINISH GRADE
- - BRICK AND MORTAR LEVEL IND COURSE
4 MIL POLY
1/4'/FT- LEVEL TO OTHER
LEGEND
x-48'
FROM BASIN
I2' MIN HDPE
LEACHING PITS
TEE
CONCRETE BOUND FOOND
-
1• v£xT®
12• DIAN PIPE FLOW
3/4'-11/1' WASHED
LEACHING
10' MINIMUM DISTANCE
®
WATER GATE
STONE ALL AROUND
BASIN Y
BETWEEN LEACH PITS
-W-
WATER LINE
IH -20)
O
HYDRANT
GAS GATE . .
90
'• " ••
-G-
GAS LINE
00
TYPE I ' J B I TUjW I NOUS CONCRETE
®
CATCH BASIN
REINFORCED PRECAST
UTILITY POLE W/ GUY WIRE
a
CONCRETE
6' DIAY.
2- BINDER COURSE. 1' TOP COURSE
____OHW
- OVER HEAD WIRES
IH -201
4' MIN
SEE PLAN FOR ACTUAL WIDTH
DENSE GRADED CRUSHED STONE
-T-•
UNDERGROUND TELEPHONE LINE
TT
8,5'
-}•R0.4
EXISTING SPOT ELEVATION
BASIN
OR 12' GRAVEL BASE
--- 100__ EXISTING CONTOUR
(EACNING
�4o
PROPOSED SPOT ELEVATION
PAVEMENT
PAVE
L
DETAIL
a
RUNOFF DIRECTION
DEtA 1 1
NO SCxL£
0 !D ?0
40
=. ON SOLID SASE
NO SCALE
BET
BM CB70H N 89' 33 ' 3
EL -JS. I1
NO WATER
DATE FEBRUARY 2. 1000
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PERC RATE: l 2 MIN/INCH
S / TE- PLA/V O/= LANzD
LOT 1.3A AIVSEL HAL L E7-7- ROAC>
WE T YA RMO U TH . "A .
P R EPA R ED F O R
:IV/ L L Q W S TR E E T R E.
SCALE: / 20 FEBRUARY /6. 1CcJ/
• REVISED MAY 2?, 2-IOl
EAGLE SURVEYING, IN(--'
923 Ro u t t c�
�.� Yorrrnouthport , VA. 0 /t"7tj
(508) 362-t
( 508) 432-"' 5�
J-^3 NO 99-105 FIELD: CFW/EEK CALC: CFW/SAH CHECK: CFW Kr ��