HomeMy WebLinkAboutDecision 4058 - K - C-3 Utility PlanxC.BASIN
BRIM 11.6
3 �
am
MH
IM 11.54
C.BASIN
RIM 11.5
w-,
VG
AREA
CRp»„i
O
� a C.BASIN
a1 -1-L
4
1
1 i
e
x
1 �
� N
m
x
1
° C.Bi
1 � 1
1
1
DATA (SEE SHEET C-8
FOR DETAILS)
TITLE V DESIGN FLOW- (10,000 SF. RETAIL 0
1
500 GPD
/
m
v
1
1
TRENCH
0.74 GPD
1�=
.74 GAL/SF)
/
E
Pq
135 FT.
1
v]
1
SOIL PERC RATE
1
I(
OBSERVED GROUNDWATER ELEVATION
N
14.6 FT
ADJUSTED USGS GROUNDWATER ELEVATION
m
16.1 FT
GREASE TRAP REQUIREMENT (TITLE V)
° >
aW
/
SEPTIC TANK (TITLE V)
1,500 GAL
SEPTIC TANK PROPOSED
W m
1,500 GAL
ai
• L
Z
° 3
_
J
000
LL
IL
SIDEWALK
TL
C. BASIN
0�
<
CL
RIM 10.72
5
0m
(D =
a0ro
�
w
v
6" C.I.
WATER MAIN
d
N
10" C.1., WATER MAIN
w
r
w °
0.57
FATE LAYOUT
a_
xC.BASIN
BRIM 11.6
3 �
am
MH
IM 11.54
C.BASIN
RIM 11.5
w-,
VG
AREA
CRp»„i
O
� a C.BASIN
a1 -1-L
4
1
1 i
e
x
1 �
� N
m
x
1
° C.Bi
1 � 1
1
1
DATA (SEE SHEET C-8
FOR DETAILS)
TITLE V DESIGN FLOW- (10,000 SF. RETAIL 0
1
500 GPD
PROPOSED SYSTEM CAPACITY (TITLE V)
4
1
1
TRENCH
0.74 GPD
1�=
.74 GAL/SF)
3.70 GLF
REQUIRED TRENCH LENGTH (500/3.70)
Pq
135 FT.
1
v]
1
SOIL PERC RATE
1
`
OBSERVED GROUNDWATER ELEVATION
N
14.6 FT
ADJUSTED USGS GROUNDWATER ELEVATION
m
16.1 FT
GREASE TRAP REQUIREMENT (TITLE V)
° >
aW
�1
r . 10 20 40
.mom
TL (TRAFFIC LIGHT)
STUB OF OLD
TRAFFIC LIGHT
TRAFFIC
/-CONTROL BOX
LIMITS OF 1997 TOWN ALTERATION AND
LIMITS OF 1997 STATE HIGHWAY LAYOUT - 7338
`- UPLT - -
anv-
3
----------
FOREST ROACH
.S2
w
- _ 221' " _ " W_ wLJ. WA ILH MAIN
° w w w w w--__
N5912'18"W
�1 N59'28'17"W
UPL ^-�6 H8-620-0-0 ❑�❑
12.35 �� ® INSTALL GOOSE
°.C.BASIN D • W
t1 RIM 11.24 a-
Z
m
Z
_ HB -5 >
LP (TYP.) 7
SEE NOTE 20/UTILITY NOTE I r
SHEET CO.2 a
+B-3 I 4" PVC
HB -2 1=12.60
OBSERVATION PORT
�HB R=16.11
eSUBSURFACE I I I I
SEPTIC DISPOSAL I I I I TP#1
C-8 FIELD
II II
LEACHING TRENCHES II
68LF, S=0.5%
RESERVEI I I I
AREA (T(P)
HB
II 3
I I I 13
II
4" PVC I I I
1=12.91
CONCRETE D -BOX
TRANSFORMER PAD R=15.50
SEE NOTE 19/UTIUIY NOTE 1=13.09(4"PVC)IN UU
SHEET CO.2 1=12.92(40PVC)OUT �
RIM lk 000
1
� i5TA4�
�1 # C.BASIN
" RIM 9.96
it
N
YARMOUTH BAY
ASSOC. LTD. INC.
#1029 ROUTE 28
PLAN BOOK 199/69
)EEO BOOK 4556/107
ASSESSORS MAP 50
PARCEL 185
"BANK'
•
AL ENT
ENT
4" PVC
4LF S=1%
4" PVC 2LF S=t'
4" PVC SEWER
1=13.40 (STUB)
1=13.50 (BLDG)
1,500 GAL SEPTIC TANK
R=15.72
1=13.38 (4" PVC) IN
1=13.13 (4' PVC) OUT
PLAN 301, PAGE 45
DEED 1353/15
ASSESSORS MAP 50
PARCEL 117.1
LIMITS OF 1997 ROAD WIDENING
-
an, arw - m
6" TS&V --1
(PUBLIC - VARIABLE WIDTH)
(20' WIDE BIT. PAVEMENT)
_ 93.64'
60 _
N'33'46"W
PROPOSED
WALGREENS
9,996 S.F.
FF=16.5±
FIRE DEPT.
CONNECTION -
�! A5 A2 33.71
60.00', / ' S71
'i
N/F
YARMOUTH BAY ASSOC LTD. INC.
OFF ROUTE 28
PLAN BOOK 91/15, F1
DEED 600K 4556/107
\ ASSESSORS MAP 50
PARCEL 173
SEPTIC SYSTEM DESIGN
DATA (SEE SHEET C-8
FOR DETAILS)
TITLE V DESIGN FLOW- (10,000 SF. RETAIL 0
50 GPD/KSF)
500 GPD
PROPOSED SYSTEM CAPACITY (TITLE V)
[:)ISSUED
500 GPD
o
TRENCH
0.74 GPD
14
.74 GAL/SF)
3.70 GLF
REQUIRED TRENCH LENGTH (500/3.70)
Pq
135 FT.
TRENCH LENGTH PROVIDED (2 ® 68 FT.)
v]
136 FT.
SOIL PERC RATE
C
`
OBSERVED GROUNDWATER ELEVATION
N
14.6 FT
ADJUSTED USGS GROUNDWATER ELEVATION
m
16.1 FT
GREASE TRAP REQUIREMENT (TITLE V)
° >
aW
NONE
AL ENT
ENT
4" PVC
4LF S=1%
4" PVC 2LF S=t'
4" PVC SEWER
1=13.40 (STUB)
1=13.50 (BLDG)
1,500 GAL SEPTIC TANK
R=15.72
1=13.38 (4" PVC) IN
1=13.13 (4' PVC) OUT
PLAN 301, PAGE 45
DEED 1353/15
ASSESSORS MAP 50
PARCEL 117.1
LIMITS OF 1997 ROAD WIDENING
-
an, arw - m
6" TS&V --1
(PUBLIC - VARIABLE WIDTH)
(20' WIDE BIT. PAVEMENT)
_ 93.64'
60 _
N'33'46"W
PROPOSED
WALGREENS
9,996 S.F.
FF=16.5±
FIRE DEPT.
CONNECTION -
�! A5 A2 33.71
60.00', / ' S71
'i
N/F
YARMOUTH BAY ASSOC LTD. INC.
OFF ROUTE 28
PLAN BOOK 91/15, F1
DEED 600K 4556/107
\ ASSESSORS MAP 50
PARCEL 173
SEPTIC SYSTEM DESIGN
DATA (SEE SHEET C-8
FOR DETAILS)
TITLE V DESIGN FLOW- (10,000 SF. RETAIL 0
50 GPD/KSF)
500 GPD
PROPOSED SYSTEM CAPACITY (TITLE V)
[:)ISSUED
500 GPD
ALLOWABLE ABSORPTION RATE PER SQ. FT. OF
TRENCH
0.74 GPD
TRENCH CAPACITY PER LINEAR FOOT (5 S.F. 0
.74 GAL/SF)
3.70 GLF
REQUIRED TRENCH LENGTH (500/3.70)
Pq
135 FT.
TRENCH LENGTH PROVIDED (2 ® 68 FT.)
v]
136 FT.
SOIL PERC RATE
°
CO
2 MIN./INCH
OBSERVED GROUNDWATER ELEVATION
N
14.6 FT
ADJUSTED USGS GROUNDWATER ELEVATION
m
16.1 FT
GREASE TRAP REQUIREMENT (TITLE V)
° >
aW
NONE
SEPTIC TANK (TITLE V)
1,500 GAL
SEPTIC TANK PROPOSED
W m
1,500 GAL
I 111067 ROUTE 28
I PLAN BOOK 301, PAGE 45
DEED BOOK 1353, PAGE 15
I ASSESSORS MAP 50
I PARCEL 116
HYDRANT
TAG BOLT
ELEV. 21.24
'
(NO 1929)
I I
(FMLY OQ fOWN ROAD, •�
CS&B
x
• o� � WOODED
a�
-PROPOSED f♦ c <
FIRE HYDRA 1
It
1
#25 EXISTING WELL
HAND PUMP
N 1
O 1
O
S. T. N/F S
o. 1 PETER IGOE
. . ' f♦ #25 FOREST ROAD
PLAN BOOK 95/63
• DEED BOOK 18001/T99
ASSESSORS MAP 50
k� PARCEL 177
APPROX. LOCATION OF PROP.
GAS SERVICE, FINAL SIZE
�.• ` AND LOCATION T.B.O. BY GAS I
• CO. (TYP) SEE NOTE
v•
i 15/UTILITY NOTES
SHED
e. ZZ a .�
��.: °• WOODED
r \
•:v:
Z
..
v D
> #2
(TYP) 1'00
N
1
i r i
NIF
JAMES & RHONDA LOFRANCE
#36 OLD MAIN STREET
PLAN BOOK 337/5
DEED BOOK 8257/119
ASSESSORS MAP 50
PARCEL 174
L.P. \
} TEST PIT & PERC
TEST PIT
NIF
RICHARD & ELIZABETH NE/7-.e
#50 OLD MAIN STREET
PLAN BOOK 337, PAGE 5
DEED BOOK 4045, PAGE 316
ASSESSORS MAP 50
PARCEL 175
"VACANT LAND"
WOODED
HYDR
TAG 1
ELEV.
(NGV
CONTRACTOR SHALL REFER TO ARCH. PLANS
FOR EXACT DIMENSIONS, LOCATIONS AND
DETAILS OF EXIT PORCHES, VESTIBULES,
RAMPS, LOADING AREA, BUILDING DIMENSIONS,
BUILDING UTILITY ENT. LOCATIONS, DUMPSTER
AREAS, BOLLARDS, TRANSFORMER AND
GENERATOR PADS, ETC.
®NOT FOR CONSTRUCTION
[-]ISSUED
FOR
REVIEW
®ISSUED
FOR
PERMIT
[:)ISSUED
FOR
BID/PRICING
❑ ISSUED
FOR
CONSTRUCTION
DD^o
FLANAGAN
CIVIL
Flo.35110 -
NOTE:
SEE DWG. CO.2
FOR PLAN NOTES
Copyright c 2000 by Carter & Burgess, Inc
PREPARED FOR:
0
�
N
co
tfJ
ca
lf]
0
rd..
DAF MD
SCALE:
O
O
rn
Z
kn
PREPARED FOR:
C\p
�
N
co
tfJ
ca
lf]
m
M
rd..
DAF MD
SCALE:
O
O
rn
kn
Pq
V
W to N
v]
HvQ
°
CO
c; N
�VN
Cr
N
m
W O
aoao
° >
aW
ti
Z
W m
tL
ai
• L
Z
° 3
_
J
000
LL
IL
c
�rnww1�
O
0�
<
CL
Vr
5
0m
(D =
a0ro
�
K
=
3
d
N
ow
0
=
o
a
o
FIT,I
I
z
PREPARED FOR:
BY:
U
�
O
O �
O z
DAF MD
SCALE:
O
O
rn
kn
Pq
V
W to N
v]
PREPARaEDD
BY:
DRAWN BY:
RGP
N
DAF MD
SCALE:
O
O
DATE: 2/3/2006
Col
L
U
V
W to N
Q
HvQ
°
CO
c; N
�VN
E
`aw0'
m
W O
aoao
° >
aW
w
ag¢
W m
tL
ai
• L
Z
° 3
_
J
000
LL
IL
c
�rnww1�
O
0�
<
CL
Vr
5
0m
(D =
a0ro
DESIGNED BY:
SXS
DRAWN BY:
RGP
CHECKED BY:
DAF MD
SCALE:
1 "=20'
DATE: 2/3/2006
J
Z
W
CL
0
_
J
IL
O
CL
DRAWING NO.
0=3
PROJECT NO.
305517