HomeMy WebLinkAbout87.26 - Site Plan5
i}
38.9
i
i IN
1
C.B./O.H. FNC
HELD FOR LINE
(fl 138.4
r
r _ 41.1 N /F 1
1 / } MACEACHERN, TR. _ - - } 42.6
4/40.0
---
?> .O BENCH MARK --TAG BOLT G'F s
C7 "" HYDRANT = 41.2% ASSIGNEC rE1,r1E1S1 C.B, /C.H.
IMAGE
F ORA Ni 1x1'17 '26 0, bQFFER x 42 6
1
�ygrt�ral LandscoPing �
,
7
v
x
4 .6
r
rv.
,,e�yyee t
1 \
V
� x 40.2
?PROPOSED PAVED P
x 40.3
AREA
41.3_ .
40.8
1�.
40.6
ZKING AREA
x
LOT 1
1.710±S.F.
x r n+r+ -
': APIC) OFFICE BiilLEt11�1C`
CAi
42
;o TOP ,
32il0 S.F.
1
'LO
42.0
:? x 41.
40.
ZONING DISTRICT: B3
Invert 38. an
11 Invert 37.
NOTE; JOB NO. Y-00-03
Use 6" Stone
BUIL[TINC' S�TEIACKS
1,
LOCUS IS A.M. 87, PARCEL 26.
70'
FROM OLD TOWN HOUSE RD.
2.
ELEVATIONS SHOWN ARE ASSIGNED.
30'
FR0)M FRUEAN AVE.
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986.
10'
SIDE YARDS
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
REAR YARD N/A
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
ND
SEPTIC TANK:
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
2.5
EA-YEENT:
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
1£i1.3 SF ON SEPARATE `SHEETS. USE 2 -- 1000 GAL.
[2(12.83'+ 25') X 2' DEEP)]
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR E'_.1_IAL FLOW
CONNECTED BY A 5' X 5' X 40' OF STONE
1. USE A WELL COMPACTED
349 GPD
TRENCHING= WITH SLOTTED 12" ADS.
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
GPD/SF]
BASE OF 12" MIN, GRAVEL
G•
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MU`;T BE PROVIDED.
Np SURVE
OR 8 1/2" DENSE GRADED.
EXISTING CONTOUR
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLA, -,E.
2. USE A 2" MIN. LAYER
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
PROPOSED CONTOUR
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP.
OF ROLLED BITUMINOUS
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
7' 4 7
CONCRETE BINDER.
0
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
. .ISE 1 MIN. LAYER
USE
1 2.
3 1 II
A V I ti 7W FI MATERIAL F ., h A )Ek LEA^HIN,
IF N t ERG C I. CALLED FOR BELC LL MATE I L OR AROUND ND ND UNC ..
EXISTING DRAINAGE CATCHBAS'N REV,
c
OF ROLLED BITLMIN:,Ua
HEALTH AGENT
IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3).
CONCRETE TOP.
13,
OONTRACTCR%S) T1' VERIFY LOCATIONS 'CF UTILITIES PRIOR TO r.-NSTRI_CT1.;N.
14.
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
LOT COVERAGE,
15.
ALL STORM WATER RUN-OFF IS TO BE CONTAINED ON SITE.
TEST HOLE DATE: July 28, 'ICI'>i7
BUILDING 3200 S.F. =
13%
PERFORMED BY: Thornes McLellan, FIE
PAVEMENT 7370 S.F. _
�
'3% 42 r WITNESSED BY: Arny L, Von Hone, R,,
NATURAL BUFFER 7850 S.F. =
32% PERC RATE: <2'-00"/inch (Cl b_lyer)
CD
PERVIOUS 6290 S.F. =
257 TOP SLAB SOIL SURVEY0983j: Carver coarse :;and
n
GEOLOGIC; MAP(14� 6): Harwich outwash plain del r;sit,
rrn
NITRO",E LQADINQ.
Invert 34.64
VO
PERMISSABLE TITLE 5 FLOW=
Proposed Invert 38.1 t
24710 SF/40,003 SF {440 GPC)
Uc;e Gas Baffles Invert 37:94 2 DRYWELLS
42.4
- <71 GPD
r
<•,
S=1 4" ft. H-10 Proposed H-2`)
/ /
H-20 38.4 -Top Pea Stone
r#
5=1/4"/f't. 38.7=Top Conc.
,.,
v 1
j
S=1 /4"/ft,
4" /`t.
1500 Gal.
cn-----�
t Ln
r�Y
24„
'
x 43.0
r*1
Invert 38.44 T
41.9 N/F
N BOLTON
'� �, i............ 4 I. y t
., ➢, ...........: Z
............
40. _ TH
iiT 47 r�'7 i � t i Qa'J ` u \
j � w
3 5 40.5 23. n, El
} f - 41.71 n, n
1 °
63 .7 I } }
1 � rp 40.5
�%.4.00 1 ii 1
x 39.x-
0.
FND A: HELL 3�7 \� x 39.8} �7
F'ropn;yr,I
1.
Invert 38. an
11 Invert 37.
35.90
Use 6" Stone
under Proposed Proposed 1
`?• Bottom
1 10,I_
'- '--I
2' �
k3tHOFMgssgcy
Bottom TH 2=30.0
DESIGN DATA
SEPTIC LEACH AREA
USE 2 DRYWELLS WITH 4' STONE
*OFFICE: (75 GPD/1000 SF)
3200 S.F. OU r c
ALL AROUND A 2 , X 12'-1C>"
*STORAGE: (0 GPD/1000 SF)
1600 S.F. L ACH
X 2' DEEP LEACH AREA.
GARBAGE GRINDER:
Nc
REQUIRED CAPACITY: 13.2 x 75)
. OFFICE & STORAGE DESIGNATIONS HERE
240 GPD ARE A SIMPLIFICATION FOR TITLE 5 L7SE ONLY.
SEPTIC TANK:
1500 GAL
BOTTOM LEACHING; AREA:
320.7 SF DRAINAGE
[(25' X 12.83')]
SEE DRAINAGE 1ALC'S BY BERNARD YOUNG, PE
SIDE LEACHING AREA:
1£i1.3 SF ON SEPARATE `SHEETS. USE 2 -- 1000 GAL.
[2(12.83'+ 25') X 2' DEEP)]
LEACH'NG BASINS WITH 2' STONE ALL AROIIN[)
CONNECTED BY A 5' X 5' X 40' OF STONE
DESIGN CAPACITY:
349 GPD
TRENCHING= WITH SLOTTED 12" ADS.
[(320.7 SF + 151.3 SF; X .74
GPD/SF]
EXIST. & PROP. EL.('X' MARKS POINT)
Heavy Duty H-20 Frame &
NOT TO
SCALE
LrY
' Vx,
I LOCATION NEAP I
TEST HOLDS 1
DEPTH ;inches} ELEV.(feet)
1n
A b r 1U-3/13 4`•''
y'e Yr
+
loamy Sand
3C'
B layer loyr 6/8
lcamy sand
IO layer 2.5y 7/4
fine Bond
39.5
no water 1
3U F
1"�8 (132" on Town Record)
TEST HOLE 2
DEPTH (inches,) ELEV.(feet)
C
9"
30"
A layer 1 Uyr 3/3
loamy sand
B layer 10yr 6/8
loamy sand
C layer 2.5y 7/4
fine srntd
40.0
3 7. 51
no water
120" 11010
f - --
-_ _ J Shrubs {5'+ high & 75%+ e erareens) - - _ - - - - _ \ PARKIN � Grate (8 ; 1' VENT
jf
41.0 -
- ~ 0.2 J
d PROP, BUS./IND. USE BUILDING= 32pC SF (1ST FLOUR}
p�3 \ Wide Screenirlcl per/ r 4" rain. Peastone\a
x 41.1 + 1600 S.F. (2ND FLOOR) = 48!G S.F. TOTAL
1 �O Sr 20' BUFFER Natural landsca .int `Sec. 301.4.5 for re.•;idenc:es rlr, 1000 Gil.
,}r OCCUFANY AREAS:
across Old Town Hc, LISe Rd. HALL & FOYER = 285 S.F. = C OCCUPANTS Y-2 ;w Leacdl
i }�• �Q' _ 120.06' 1 STORAGE= 1/2 OF SHOP + 2ND FLOUR + TOOL LOCKUP '•^ i Pit -H20
0'0 + OFFICE SUPPLY = 2760 S.F. /3011 S.F. = 9.2 OCCUPANTS •4.',••
x 40.3 S 89'53'21"vtW . 40.8 41.0} OFFICE & 1/2 SHOP = 1755 S.F./100 S.F.= 17.6 OCCUPANTS j
' 39.4 39.$` ® �� F TOTAL OCCUPANTS- 27 3/4" to 11/2"
� 'i--- D_® PARKING SPACES REOUIRED 0 1 SPACE/2 OCCUPANTS-14washed stone--i.� ?e' F`et7d
BENCH MARK --PK NAIL SET IN 40 -- - - PARKING PROVIDED= 14 REGULAR & 1 HANDICAPPED SPACES all grr,Lrnd • •• .
p
PAVEMENT = 39.91 ASSIGNED' -_ ( 0139cJ -- BUFFER AREA: TREES OF 4" MINIMUM DIAMETER SHALL
BE RETAINED EXCEPT FOR DRIVEWAY AND DRAIN AREAS. 10
WHERE EXISTING TREES ARE LACKING, PLANT 3" MIN- EL. 30.8
IMLIM CALIPER TREES 0 20' MAXIMUM SPACING.
OLD TOWN HOUSE ROA
THIS PLAN ISA VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
ALL RUNOFF TO BE CONTAINED �� �� ��` x"
REV, 5/16/2000 -PARKING, LOT COVERAGE, SEPTIC
DATE
HCILE
EL. 39.`
.4 "nil Poly Barrier
EL. 37.6
~.,N THE LOT- USE DRY WELLS
OF A%
LEGEND
FOR ROOF' RUN OFF, AS NEEDED.
k3tHOFMgssgcy
1/2" by
A
Vic° R ALI
•ij r TH 1
TEST HOLE LOCATION, NUMBER
slots per
R. J. CADILLAC; TO INSPECT AND
--►1
o E
J S
-®W®
F'ROPC)ESED WATER SERVICE
CERTIFY CONS7RUCTION.
# 1060
0# 35779
-- -G---
GAS LINE MARKINGS (IF SHOWN)
w
a
G/
rSTECtE
!,9 'cES Sic
9.5 .11.0
EXIST. & PROP. EL.('X' MARKS POINT)
Sq NITARi P�
Np SURVE
1�,6-,
EXISTING CONTOUR
_8--^-
PROPOSED CONTOUR
�
EXISTING HYDRANT
0
PROPOSED DRAINAGE CAT_HBASIN
O
EXISTING DRAINAGE CATCHBAS'N REV,
5/17/2000 -PARKING, SEPTIC, NITROGEN LOADING
HEALTH AGENT
APPROVAL
REV, 5/16/2000 -PARKING, LOT COVERAGE, SEPTIC
DATE
HCILE
EL. 39.`
.4 "nil Poly Barrier
EL. 37.6
••aY y "aa. �.•
12" ADS
'; e �:<: �'• Slatted plastic
,.„•� °�"
Pipe-
SITE PLAN Use 6" stone
under basin
FOR
CAPE COCA I ECHAIN11CA,L SYSTEMS), INC.
LOT 1, QLD TOWN HOUSE ROAD, S. YARMOUTH, MA
APRIL 4, 2000 SCALE- 1 "=20'
RONALD J. CADILLAC, F'LS, RS
PROFESSIONAL LAND SURVEYOR & RMSTERED SANITARIAN
P.O. BOX 2518
WEST YARMOUTH, MA ()2673
{51;•0.8} 775-9700
PAGE 1 OF 1
DS
1/2" by
4' slat:::
0 4
qua,
slots per
foot
--►1
EL. 32.3
••aY y "aa. �.•
12" ADS
'; e �:<: �'• Slatted plastic
,.„•� °�"
Pipe-
SITE PLAN Use 6" stone
under basin
FOR
CAPE COCA I ECHAIN11CA,L SYSTEMS), INC.
LOT 1, QLD TOWN HOUSE ROAD, S. YARMOUTH, MA
APRIL 4, 2000 SCALE- 1 "=20'
RONALD J. CADILLAC, F'LS, RS
PROFESSIONAL LAND SURVEYOR & RMSTERED SANITARIAN
P.O. BOX 2518
WEST YARMOUTH, MA ()2673
{51;•0.8} 775-9700
PAGE 1 OF 1