HomeMy WebLinkAboutEngineer Plans - 2021I
1
C) a
I
1Oo I
y
o A-1
PE
/ p1 BORDERING •VEGE ED_
WETLA
as I o
7,3
NOTE:
0 / <10% SLOPE EXISTING
NO BANK I o CEDAR cs i
2 OPEN o TREES IN o
FIELD In THIS AREA
I /
I 1
to \ 15
o
o ��EN
o ERE V
} o
0 OSED GARAGE
OPEN ORK LIMIT } /
FIELD LINE SILT
n FENCE
1 o/w 1 DE K
PROPOS
ADDITION W
EXISTING
PROP ED DWELLING
}
_ 9ENCHMA / Iur Ur
0 FNDN EL:
SPIKE SE 19.1
EL. = 15.2
X
PROPOSED
EXISTING o001000 GAL. PROPOSED
\ SEPTIC / SEPTIC TANK 2ND STORY
SYSTEM DECK
0 x r
/ 1 PROPOSED
PAVED
I x PROPO EI 6 DRIVE
GARAGE
I I [17] SLAB = 17.1 15
1�
71) 6)
f
I I \ [ 4) [75)
f
� o
j \ Q OPEN
�\JJ A-14 FIELD
D+� LOTS 3A & 3B
\ 147,767± S.F.
\ � o
\ L9
ACCESS COVERS TO WITHIN 6. OF FIN. GRADE D
17.T a 1 C 8.09
17.5' MINIMUM 75' OF COVER OVER PRECAST -
LEGEND
--99—
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
—[991—
PROPOSED CONTOUR
[98.4)
PROPOSED SPOT EL.
TH1
SIDE SETBACK
20'
TEST HOLE
27'
SLOPE OF GROUND
C-0
UTILITY POLE
�qy
FIRE HYDRANT
NMT. NM All
SY Q Wv ADMAD IN MAWNP
539.90
[E
ZONING SUMMARY
ZONING DISTRICT: R-40 DISTRICT
MIN.
LOT SIZE
40,000 S.F.
MIN.
LOT FRONTAGE
150'
MIN.
FRONT SETBACK
30'
MIN.
SIDE SETBACK
20'
MIN.
REAR SETBACK
20'
MAX.
BUILDING COVERAGE
25%
MAX.
BUILDING HEIGHT
35'
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT
4. PIPE JOINTS TO BE MADE WATERTIGHT.
5. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
6. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT LINE STAKING OR ANY
OTHER PURPOSE.
7. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
8. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
9. 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.
10. GUTTERS AND TO BE
DRYWELLS OR ROOF DRIPPOUTS LIINES TO STONEECTED TO LOCUS MAP
TRENCHES. SCALE 1"=2000'±
11. THE EXISTING SEPTIC LOCATION IS BASED ON
THE TIE CARD ON FILE AT THE TOWN. THE SYSTEM ASSESSORS MAP 140 PARCEL 33.1
IS NOT DESIGNED FOR VEHICLE LOADING AND
SHOULD BE AVOIDED BY ANY AND ALL LOCUS IS WITHIN FEMA FLOOD ZONE AE
CONSTRUCTION VEHICLES.
Q � EL. 12 AS SHOWN ON COMMUNITY PANEL
#25001C0578J DATED 7/16/2014
CATV C V l,N�v �Hlv ±Aly It CAIV CATV
_ CATV CATV O CATV
q
To w
ED
oP _ w w_
wI_
PAVEb Wim_
ww
i _
d w
DRIVE 15 _ o ,rV�
W
W w
R
RISERS (TMP) PRECA51 H-10
2'0 - RISERS(TYP.)
O°
t
�o
Locus
/uPdP�e
0
v �
W ti
o
4' LID. LEVEL (ACME 'OR EQUAL)' - GAS BAFFLE N
sem°
°ao°° °000,agosogo°oo°
e
a
6• CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21) *THE INSTALLER SHALL VERIFY THE
10. GUTTERS AND TO BE
DRYWELLS OR ROOF DRIPPOUTS LIINES TO STONEECTED TO LOCUS MAP
TRENCHES. SCALE 1"=2000'±
11. THE EXISTING SEPTIC LOCATION IS BASED ON
THE TIE CARD ON FILE AT THE TOWN. THE SYSTEM ASSESSORS MAP 140 PARCEL 33.1
IS NOT DESIGNED FOR VEHICLE LOADING AND
SHOULD BE AVOIDED BY ANY AND ALL LOCUS IS WITHIN FEMA FLOOD ZONE AE
CONSTRUCTION VEHICLES.
Q � EL. 12 AS SHOWN ON COMMUNITY PANEL
#25001C0578J DATED 7/16/2014
CATV C V l,N�v �Hlv ±Aly It CAIV CATV
_ CATV CATV O CATV
q
To w
ED
oP _ w w_
wI_
PAVEb Wim_
ww
i _
d w
DRIVE 15 _ o ,rV�
W
W w
R
0
6 U
—19
0
0
Iri ,
� r
Yarmouth Health Department
Name Date SITE PLAN
OF
179 CENTER STREET
YARMOUTH PORT, A
ICF
PREPARED FOR
DANIELA w,
ZH OF M,41 GJALA
�o=��DANIEL��y�smJ� No 6'502 o-'= MICHAEL LETTERA
OJALA
No.40980 ��
eP �`0"AL DATE: JANUARY 6, 2021
<allos�R E �( REV: JANUARY 27, 2021 (TREE NOTE)
�--� FEB 10 2021
'a,Fpt"oFMA Cal e:1"=20'
o DANIEL
A.
DCN�LAIEL^ y�sr OJALA 0 N1= 10 20 30 40 50 FEET
CIVIL "'Iy� ,o No. 40980
d No 46502 r%�� POF 01'P
" e° �q es oe' off 508-362-4541
�TF�oISTE�` G`� _too c�?ry.'E,''�, I fax
508-362-9880
downcope.com
down cape engineering, inc.
civil engineers
/and surveyors
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte CA)
YARMOUTHPORT MA 02575
20-098 LETTERA,DWG
RISERS (TMP) PRECA51 H-10
2'0 - RISERS(TYP.)
16.53 10^ 1000 GAL H-10 14•
16.33 TEE SEPTIC TANK TEE 1 8' EXISTING 2500 GAL
10"
* SEPTIC TANK/ TEE
15,$$±' TEE
GAS BAFFl_E PUMP CHAMBER
4' LID. LEVEL (ACME 'OR EQUAL)' - GAS BAFFLE N
sem°
°ao°° °000,agosogo°oo°
6• CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21) *THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
(--LY 9 SLOPE) MIN. ( z SLOPE) BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
FOUNDATION— 10' SEPTIC TANK 20 EXISTING
PORTION OF SEPTIC SYSTEM
SEPTIC TANK
DICE #20-098
0
6 U
—19
0
0
Iri ,
� r
Yarmouth Health Department
Name Date SITE PLAN
OF
179 CENTER STREET
YARMOUTH PORT, A
ICF
PREPARED FOR
DANIELA w,
ZH OF M,41 GJALA
�o=��DANIEL��y�smJ� No 6'502 o-'= MICHAEL LETTERA
OJALA
No.40980 ��
eP �`0"AL DATE: JANUARY 6, 2021
<allos�R E �( REV: JANUARY 27, 2021 (TREE NOTE)
�--� FEB 10 2021
'a,Fpt"oFMA Cal e:1"=20'
o DANIEL
A.
DCN�LAIEL^ y�sr OJALA 0 N1= 10 20 30 40 50 FEET
CIVIL "'Iy� ,o No. 40980
d No 46502 r%�� POF 01'P
" e° �q es oe' off 508-362-4541
�TF�oISTE�` G`� _too c�?ry.'E,''�, I fax
508-362-9880
downcope.com
down cape engineering, inc.
civil engineers
/and surveyors
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte CA)
YARMOUTHPORT MA 02575
20-098 LETTERA,DWG