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TOP PIPE 40.31 P, 0. B.
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S 89'20'00" E 187-15' (183.58' D)
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DRAINAGE OUTFALL 30" FIR
(SEE BNSF DRAINAGE PERMIT)
2" FIR
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I.D. 224.02'
F EB R & & *1*30" FIR
C 1.3 W. SITE T.B M. 12" FIR
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F PROP EL. 41.15
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0 Notes:
0 1. The locations of all features shown are appro)dmate.
C14 2. This drawing is for information purposes. It is intended to assist in showing features discussed in an attached Legend
document. GeoEngineers, Inc. can not guarantee the accuracy and content of electronic files. The master file
L is stored by GeoEngineers, Inc. and will serve as the official record of this communication. Drainage Direction
Reference: Drawing entitled "Boundary & Topographic Survey" dated 09/05, by Van Cleave and Associates, and A "A' Cross Section
La proposed building from undated dravving entitled "Site Plan", provided by Lane William& -Architects 12/15/05.
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Site Plan
Heins Residence - BNSF
731 Hanna Park Road
Edmonds, Washington
GEoENGINEER ��r Figure 2
4" DIA. SDR-1 1 HDPE WITH SAN SEW -
Mil 1 PERCENT GRADIENT DOWN TO WEST CON�ECTION
�OP PIPE 40.31
ROMAC (OR EQUIVALENT) COUPLING 35" FIR P'O'B-
S 89'20'00" E 187.15' (183,58' D)
Cb r 17" FIR 22" FIR
P P
EX. HOME
DRAIWE 1 .17 ffill 26" FIR 35
O.UTFALL
DISSIPATOR fit PROPOSE 40"
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4 FIR_
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30" FIR
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C 1.3' W. FOOTING DRAINS WITH MIN. 1 PERCENT GRADIENT DOWN -2, 12 :MO" FIR
I N. 0' F ROP. TO WEST AND MIN. ONE 4" DIA. CLEANOUT 1-0 SURFACE 38" FIR FIR W.+E
CORNER I I EX. HOME - 16" FIR
CONCRETE ANCHOR BLOCK WITH 22.5' HDPE BEND, -
AND HDPE 9" DIA. F . LANGE & IRON BACKUP RING *12" FIR 20 0 20
(SEE PIPE ANCHOR BLOCK DETAIL -FIGURE 2) Feet
Legend
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TR I Notes:
1. The locationsof all features shown are approximate.
a re cusse n an a c a
2. This drawing is for information purposes. It is intended to assist in showing fe tu s dis
document. GeoEngineers, Inc. can not guarantee the accuracy and content of electronic ties. The master file
is stored by GeoEngineers, Inc. and will serve as the officilal record of this communication.
and
Reference: Drawing entitled "Boundary & Topographic Survey" dated 09105, by Van Cleave and Associates,
ARK proposed building from undated drawing entitled "Site Plan*, provided by Lane Williams -Architects 12115/05.
Drainage Outfall Design
Heins Residence - BNSF
731 Hanna Park Road
Edmonds,
FGWENGINEER Figure C-41
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0
0
0
T
0
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C:f
A
45* HDPE BEND
Lj
Ar
HDPE Y'
FITTING FROM ROOF AND DRAIN LINES
TO SINGLE OUTFALL LIN
4" DIA. SDR-11 HDPE
HDPE
FLANGE & IRON BACKING RING (TYP.)
0
Of
CL
ROMAC (OR EQUIVALENT)
COUPLING (TYP.)
4" DIA. SCH. 40
PVC ROOF DRAIN LINE
5' MIN.
GRADIENT
4" DIA. SCH. 40
PVC FOOTING DRAIN LINE
0
<
0
PIPE ANCHOR BLOCK
Qf
_j
(SEE PIPE ANCHOR BLOCK DETAIL)
<
[if
<
0::
EXISTING BNSF
LL_
LL_
ROCK —LINED REBAR ANCHOR
DITCH (SEE FLANGE & BACKING RING
DETAIL)
14.5'
Cross Section A -A'
q HDPE FLANGE &
IRON BACKING
RING
10 0 10
DIFFUSER (SEE DIFFUSER DETAIL)
Feet
SCALE: 11"= 10'
HOPE FLANGE (TYP.)
HOPE Y' FITTING
IRON BACKING RING (TYP.)
TO INDEPENDENT ROOF
AND FOOTING DRAIN
WIRE ROPE NUT (TYP.)
4" DIA. SDR-1 I HDPE (TYP.)
#4 U—SHAPED REBAR
HOPE FLANGE
(OR EQUIVALENT)
BENT TO
PIPE
SHAPE AND PLACED
NOT
LESS THAN 30" INTO
GROUND AT 25' INTERVALS
WIRE ROPE NUT (TYP.)
X Z:
C.)
IRON BACKING RING
:*IRON
LJ
4" DIA. SDR-11 1 HOPE HDPE FLANGE
C11
Duct cables. Minlimurn.
Duct
-'C:
X
UNDISTURBED
GROUND (TYP.)
0
HDPE FLANGE
12'.
CONCRETE COLLAR
PLAN VIEW
ROPE NUT
4" DIA. SDR-11
HOPE
#4 REBAR (TYP.) GROUND LINE
rx
Notes:
1. The locations of all features shown are approximate.
DUAL MIN. COVER
IRON BACKING RING
2. This drawing Is for information purposes. It is intended to assist
CABLES
WIRE ROPE NUT (TYP.)
in showing features discussed in an attached document.
4.
GeoEngineers, Inc. can not guarantee the accuracy and
IROR BACKING RING
content of electronic files. The master file is stored by GeoEngineers,
Inc. and will serve as the official record of this communication.
Cross Section A-A7 & Drain Details
Heins Residence - BNSF
IUWd
731 Hanna Park Road
ON VI__T
ELEVATION V EW UNDISTURBED
/WIRF
�drain / Open Ends
1. ES AT 6" O,C.
Edmonds, Washington
GROUND (TYP.)
ROPE NUT (TYP.) AT BOTTOM OF DIFFUSER
PIPE ANCHOR BLOCK DETAIL
FLANGE & BACKING RING DETAIL
DIFFUSER DETAIL
GEoENGINEER
Figure C-2
NOT TO SCALE
NOT TO SCALE
NOT TO SCALE