HomeMy WebLinkAbout83 Old Hyannis Road - Site Plan84-------
$4- - -
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PROP. RET. WALL
DC'E #99-403 LOMA
m6
� h
/rcN
90
s
1 a1 I 1 1 I I 1 I
lb'
I i /
TOP FNDN. AT EL. 80.0'
[,-,, F
ACCESS COVER TO WITHIN 6" OF
78.5' MINIMUM .75' OF COVER 0
(NOT TD SCdt?
///------ ACCESS COVE., . WATERTIGHT) TO
WTTHpN 6" 0'' -'iJ GRADE
77 RUN PTFE '_'r'tE,L
77.0' I /-FQR Flys: ;
PROFUSED
GALLON SEPTIC ! 76.35'
76.6' TANK (H- 10) GAS__��-_
BAFFZE 7 5. 6 c
T-
(-i-% SLOPE) �__6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.22 [Q
DEPTH OF FLOW 4' ( _1% SLO E) (-L-% SLOPE) Mh
TEE SIZES:
INLET DEPTH
OUTLET DEPTH 14"
FOUNDATION- 20' - SEPTIC A 'K 44' -- D' BOX
ELEC. HANDBOX
I / I
I TEL. & CATV RISERS
/
r Ing I I i N
EB
POP. RET.
WALLSO
\lI//�'-.-----
-moi
i
1 s �
Qn 1 EXIST�1 WALL- \\
1
�Zz'� ✓ of
-----
E E - -- - -- e3 - 1
�t���"� 4
_ 6
I
ELEC. TRANSFORMER
AND METER
a Z o z TEL. & CATV RISERS
2% SLOPE REQUIRED OVER SYSTEM
2' DOUBLE WASHED PEASTONE
7:.1.17 O�OrJ O C7C7O0
I, O O H
t q2' 11 o m =1 C7
-- 3/4" TO 1 1/2" DOU8'_E WASHED STONE
12'
LEACHING
FACILITY
SEP T IC DE1(37,N:
7a.o - 7s.o
fS MAX.
7'
6.17'
BOTTOM TH 1 EL. 67.0'
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880
USEA 1500 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (33__5 + 12.33) 2 .74 = 137 GPD
BOTTOM 33.5 x 12.83 74 = 318 GPD
TOTAL: 614 S.F. 455 GPD
USE (3?500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WTH 4 STOVE AT ENDS AND 4' AT SIDES
APPROVED DATE
! Lel til n
_ , MA
BOARD OF HEALTH
1. DATUM IS APPROXIMATE N.G.V.D.
2. MUNICIPAL WATER IS AVAILABLE
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
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 VERIFYING THE
DENNISPOND
R'R
N S
LOCUS
MID CAPE �
EXIT
7 HIGHWAY
RT.6
I�
i
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR LOCUS MAP
TO COMMENCEMENT OF WORK.
0" 4 84.0' p" 1::P 84.0'
0� /A 0/A I i } O/A
SL SL SL
1OYR 3/1 10YR 3/1 0YR 3/1
P. 8., 4„ 3
B �� B B
is LS
LS
1OYR 5/6 10YR 5/6 i „1 1 0y 5/6
i
{ C1 ` Cl
LS , LS PERC V' LS
2.5Y 6/4 2.5Y 6/4 2.5Y 6/4
168" 132"I 84"
C2 C2 C2
MS MS I MS
2.5Y 7/4 2.5Y 7/4 I 2.5Y 7/4
204" 67.0' 180" 69.0' 156"
NO GROUNDWATER ENCOUNTERED
7 ptee, r
0
LOT ODLID
PREPARED FOR
DATE: MARCH 14, 2.005
REV: APRIL 28, 2005
REV: MAY 15, 2005
Scale 1, = 20
d i 50 FEET
ELEV.
82`0'
69.0'
1
I
off 506-361.-4541 �
fGx 0a -382-9W
LEG,; 1 r
_ down cape engineennF
inc.
I 100.0 PR'_P s?CT ELEVATION
100x0 EX'�I _ _. �rC E! EV/T:OV �4�. % Aa� �"? Cry TY�RS
_ _ CTV �, N
ARn=H y ND SURV ORS
PRCP __ CONTC)UP, 1a, -� _, L � �/ , �Yl- ,. t x
\10 3, ,. 939 main st. par outhpon, m8 02675
- - 'CG - - EX,S71 COV-Ot : T�`r? zt. AR , �;< Y ^ P.L.S.
99-403 LOT 3A BASE.nWG
_ _ rm: m-+rse�...,cvr,.. ,;.�. �. .."..gra ._ ._ w s�+�"• ... _s pavan,:.cae._
NOT TO SCALE
ASSESSORS MAP 94 PARCEL 3.1
LOCUS IS WITHIN FEMA FLOOD ZONE C
MINIMUM YARD SETBACKS*
FRONT - 30 FT.
SIDE - 20 FT.
REAR - 20 FT.
�k VERIFY WITH BUILDING DEPARTMENT
T 4
HOLE LOG+
ENGINEER:
MICHAEL FARIA, SE
WITNESS:
AMY VON HONE, RS
DATE: 1/_0/00
PERC. RATE _ ` 2 MIVINCH
CLASS
SOILS
ELEV
ELEV
0" 4 84.0' p" 1::P 84.0'
0� /A 0/A I i } O/A
SL SL SL
1OYR 3/1 10YR 3/1 0YR 3/1
P. 8., 4„ 3
B �� B B
is LS
LS
1OYR 5/6 10YR 5/6 i „1 1 0y 5/6
i
{ C1 ` Cl
LS , LS PERC V' LS
2.5Y 6/4 2.5Y 6/4 2.5Y 6/4
168" 132"I 84"
C2 C2 C2
MS MS I MS
2.5Y 7/4 2.5Y 7/4 I 2.5Y 7/4
204" 67.0' 180" 69.0' 156"
NO GROUNDWATER ENCOUNTERED
7 ptee, r
0
LOT ODLID
PREPARED FOR
DATE: MARCH 14, 2.005
REV: APRIL 28, 2005
REV: MAY 15, 2005
Scale 1, = 20
d i 50 FEET
ELEV.
82`0'
69.0'
1
I
off 506-361.-4541 �
fGx 0a -382-9W
LEG,; 1 r
_ down cape engineennF
inc.
I 100.0 PR'_P s?CT ELEVATION
100x0 EX'�I _ _. �rC E! EV/T:OV �4�. % Aa� �"? Cry TY�RS
_ _ CTV �, N
ARn=H y ND SURV ORS
PRCP __ CONTC)UP, 1a, -� _, L � �/ , �Yl- ,. t x
\10 3, ,. 939 main st. par outhpon, m8 02675
- - 'CG - - EX,S71 COV-Ot : T�`r? zt. AR , �;< Y ^ P.L.S.
99-403 LOT 3A BASE.nWG
_ _ rm: m-+rse�...,cvr,.. ,;.�. �. .."..gra ._ ._ w s�+�"• ... _s pavan,:.cae._