HomeMy WebLinkAbout83-2036 - Site Plan003LO
ROOF RUN OFF
a IF USING GUTTERS PROVIDE DRY WELLS OTHER-
WISE PROVIDE STONE TRENCH FOR DRIP LINE
do
m MAXIMUM BUILDING HEIGHT
a
GRADE AT STREET SIDE OF BUILDING=19.5
19.5 + 35=54.5=MAX. PEAK ROOF
54.5-(33'-11.5"*)=TOP FOUND.=20.5
*DESIGN DISTANCE FROM PEAK TO TOP FOUND.
RIVERFRONT
ALL OF LOT IS IN THE RIVERFRONT
NEW CONSTRUCTION BEYOND EXISTING FOOTPRINT:
WINDMILL & DECK (RAISE) 661±S.F.
STONE PATIO 846±S.F.
HOUSE, DECK, STEPS 1290±S.F.
TOTAL NEW AREA 2797±S.F.
�i 4�
1O
PROPOSED FENCE
ALONG TOP BANK
r_ F
k / 53 lar.
1. 13 / �/ / r• ,
/
13L 136
_� 6.9
PLUMBER TO INSTALL EJECTOR PUMP
4" PVC CAPABLE OF 40 GPM 0 14.2' OF HEAD.
A NON GRINDER PUMP NEEDS TO PASS 2" OIAM. SOLIDS
y 5 OR, A GRINDER PUMP MEETING PLUMBING CODE
MAY BE USED ONLY IF TWO COMPARTMENT
11.2 1500 GALLON SEPTIC TANK IS USED
6y BENCH MARK --TOP &CENTER OF
E5 CONC. BOUND= 30.22 ASSIGNED
F.
1�
15.6
16
6.1 /
� 16.2
1\1v
J
O
17,2
•��17 1- ��
/
17.6
/
T 19.
13s
16,4 \ .....` 0 •\O�h ��
171
J 14.5
• 12.03 N /F
KILMAN
LEGEND
{� TH 1
TEST HOLE LOCATION, NUMBER
NO I ES JOB NO. Y14-37
WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
G
GAS LINE MARKINGS
PALMER2.DWG
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
,,-6---
EXISTING CONTOUR
-8--
1.
LOCUS IS A.M. 22, PARCEL 59. FB 30/63 $B 13/62
UTILITY POLE (IF SHOWN)
®
ZONING DISTRICT:
R25
2.
ELEVATIONS SHOWN ARE NAVD88 ±0.1 USING VERTCOM.
esti
G<
----------
PROPOSED WORK LIMIT
REV. TO/73/20t r w-_- A7r0
3.
LOCUS IS IN FLOOD ZONES: VE(EL.13), AE(EL.11), X(0.2% RISK), X (OUTSIDE 0.2% RISK)
(trace fin(
FRONT YARD:
30'ON
FIRM PANEL 0569J DATED JULY 16, 2014. BOUNDARIES SHOWN ARE SCALED.
4 DRY WELLS CENTERED IN 10'
137"
no water
'
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
SIDE YARD:
15
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
a
REAR YARD:
20'
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
LOT COVERAGE:
25%
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
COVERS: BUILD UP H-10 COVERS TO 6" BELOW GRADE --2 ON TANK, 2 ON D -BOXES, 2 ON LEACHING.
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
LOCATI01\
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15,255(3).
TEST HOLT
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
DEPTH (inches)
RAISE IN PLACE EXISTING
14.
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
0
ONE BEDROOM DWELLING
A layer 10yr
ON PIERS PER MCKENNA
TEST HOLE DATE: November 5, 2014
8„ sandy loa
ENGINEERING CONSULTANTS PLAN
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITH BOTTOM OF LOWEST HORI-
WITNESSED BY: Amy Von Hone, RS, CHO
B layer 10yr
ZONTAL BEAMS TO BE AT
PERC RATE: <2'-00"/inch (Cl &C2 layers)
sandy Ioc
ELEVATION 14 NAVD88
SOIL SURVEY(1993): Carver coarse sand
30"
PROP.TOP
FOUND=20.5
GEOLOGIC MAP(1986) H ' h t h 1 d •t
PLUMBER TO INSTALL EJECTOR PUMP
4" PVC CAPABLE OF 40 GPM 0 14.2' OF HEAD.
A NON GRINDER PUMP NEEDS TO PASS 2" OIAM. SOLIDS
y 5 OR, A GRINDER PUMP MEETING PLUMBING CODE
MAY BE USED ONLY IF TWO COMPARTMENT
11.2 1500 GALLON SEPTIC TANK IS USED
6y BENCH MARK --TOP &CENTER OF
E5 CONC. BOUND= 30.22 ASSIGNED
F.
1�
15.6
16
6.1 /
� 16.2
1\1v
J
O
17,2
•��17 1- ��
/
17.6
/
T 19.
13s
16,4 \ .....` 0 •\O�h ��
171
J 14.5
• 12.03 N /F
KILMAN
\
17.0 \\
1 \
6
17.7
PROPOSED WATER
LONG STANDING
OCCUPATION r
17.48
N /F
COFFEY
18 1
PROPOSED 2390±S.F.
4 BEDROOM DWELLING
16.3 WITH 241±S.F. EN-
n CLOSED DECK
!'-
0
--------- W'< 17,91
r
/
17.43 7.31
%17.97 /
17.7 1
/11172 J
3.2 EDGE PROP.
DRIVE
F,
184
18 4
LEGEND
{� TH 1
TEST HOLE LOCATION, NUMBER
W-
WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
G
GAS LINE MARKINGS
9.5 X 18,3
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
,,-6---
EXISTING CONTOUR
-8--
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
----------
PROPOSED WORK LIMIT
REV. TO/73/20t r w-_- A7r0
\
17.0 \\
1 \
6
17.7
PROPOSED WATER
LONG STANDING
OCCUPATION r
17.48
N /F
COFFEY
18 1
PROPOSED 2390±S.F.
4 BEDROOM DWELLING
16.3 WITH 241±S.F. EN-
n CLOSED DECK
!'-
0
--------- W'< 17,91
r
/
17.43 7.31
%17.97 /
17.7 1
/11172 J
3.2 EDGE PROP.
DRIVE
F,
184
18 4
17.96
GARBAGE GRINDER:
18.00
SLAB=15.3
orwlc ou was p a epos) s C1 layer 2.5
2 Compartment Tank fine to m
Needed if grinder Invert 15.10 3 DRY WELLS (H-20) loamy son
Invert 15.85 E'ector Pum used WITH TWO H-10 COVERS 64"
Use Gas Baffle
Use Gqs Baffle Proposed Invert 14.33 C2 layer 2.°
Two H-10 COVERS Proposed Top Conc.=15.0
/ »/ med. coarse
S=1 4 ft Top Peastone/
Filter Cloth=14.5 (trace fim
1500 Gal. S=1/ /ft S=1 /8''/ft
Invert 15.35 Septic Tank
Proposed H-20 ----
SLAB=11.5
Invert 14.50 Invert 14.17
6" Stone or Compact Proposed Proposed
25'115
DESIGN DATA
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
0123 17
HEALTH AGENT APPROVAL
DATE
BEDROOMS:
5
GARBAGE GRINDER:
No
REQUIRED CAPACITY:
550 GPD
SEPTIC TANK:
1500 GAL.
BOTTOM LEACHING A.P,EA:
522.5 SF
[(47.5' X 11')]
a
60"
SIDE LEACHING AREA:
234 SF
[2(11'+ 47.5') X 2' DEEP)]
64"
DESIGN CAPACITY:
559.8 GPD
[(522.5 SF + 234 SF) X .74
GPD/SF]
Screened no water
Vent 137"
T 2.17
6' 5.97' Bottom
Bottom TH1=6.2
Estimated High Groundwater=2.5 NAVD88
TEST HOLT
DEPTH (inches)
0 A layer 10yr
sandy loc
a"
B layer 10yr
sandy loc
SITE PLAN
FOR
DAVID & MELISSA PALMER
LOT 42 33 CREST CIRCLE, WEST YARMOUTH, MA
OCTOBER 1, 2015 SCALE: 1"=20'
ORe�1 k0/23/ -a15
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
02015 BY R.J. CADILLAC
S 3- X036_
PAGE 1
28"
LEACH AREA
0
C1 layer 2.5
USE
3 DRY WELLS SET 7 APART
a
60"
fine to m
loamy son
WITH
4' OF STONE ON THE ENDS
64"
AND APPROX. 3' OF STONE ON THE
SIDES, FOR A 47-6" LONG BY 11'
C2 layer 2.;
WIDE
BY 2' DEEP LEACH AREA.
med. coarse
(trace fin(
RESERVE
USE
4 DRY WELLS CENTERED IN 10'
137"
no water
X 50.5'
X 2' LEACH AREA=552 GPD.
SITE PLAN
FOR
DAVID & MELISSA PALMER
LOT 42 33 CREST CIRCLE, WEST YARMOUTH, MA
OCTOBER 1, 2015 SCALE: 1"=20'
ORe�1 k0/23/ -a15
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
02015 BY R.J. CADILLAC
S 3- X036_
PAGE 1