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FOUND MIN IN CASE
(12/08)
\ \ FOUND CONCRETE PI MON
IN CASE AP CL (12/08).
o°
M
O
TWO PORT FIRE HYDRANT
NEEDS TO BE FITTED h
W / .STORK FITTING /
NW 1/4 COR SEC 18 -23 -5
FOUND 3"BRASS DISK
IN CONCRETEIN CASE.
(12/08)
C/R MON #1853
LEAD & TACK IN CONC
MON. IN CASE (12/08)
N 178824.049
E 1295667.592
EL = 231.95'
RIM EL - 233.81' - / INV EL = 226.11'12 "N 224
INV EL 226.27' W & S I 2.56'. -
EX WOOD 16.3'
FENCE
/ 222
FOUND REBAR &CAP
LS 110356 (12/08) /
gp
3
p
220
pin ^a
/
T-80 O 218 0500\ a N
h /2I6-
/ ^ A`V
EX SSMH h
/ RIM ELw 214.01 °� /�
INV EL = 206.66' N & S
2t 4 r
rn dry. 00
2
/ FOU(/D LEAD &
TACK (12/08) L0"
3p'
/ X WOOD 9,345
0� (/ 1 FENCE MIN FF
3O 0p I 2 \2
EW 1/4 CDR SEC 18 -23 -5
FOUND LEAD & TACK
IN CONCRETE IN
CASE (12/08)
FOUND MIN IN CASE
(12/08)
6 "0 PERFORATED PIPE
CAP END OF PIPE
1' MIN.
INFILTRATION TRENCH
LENGTH =30 MIN
PLAN VIEW
N. T. S.
TYPE 1 CB OR CONCRETE
YARD DRAIN W /SOLID LID
APPROX. LOCATION OF
SANITARY SEWER
LOT 2 WILL REQUIRE A
SEWER PUMP SYSTEM. A
SYSTEMS GRINDER PUMP
D SERIES (DH 071).
EX WOOD FENCE
-3 +57.45
1 -1/2" —
WASHED I
1' M1N COINER
PC FOUND MON IN CASE VICINITY MAP
(12/08)
PROPOSED 6 "X6" TEE SS STUB
FOR LOT 2. )CONTRACTOR TO
3/4" WATER VERIFY INVERT ELEVATION.)
:W :W
3/ 24LF 6" (C900)
6" TO 2" REDUCER
2 "0 PRESSURE COUPLING
FOUND MON IN CASE
AP CL (12/08)
PT FOUND MON IN CASE
(12/08)
C/R MON #1856
Jx �' EX CB 1/8 "PIN IN CONIC
ao RIM EL = 220.16 MON IN CASE
v �<e INV EL = 217.21' 12' (12/08)
N 178546.562
616 1 y qW, , e k E 1296219.924
?CI? 619 W 3 �M�931, EL = .209.16'
RIM EL = 220.72'
/NV EL = 219.27 -12 "N
2i
EX ST MH
RIM EL = 221.12'
INV EL= 215.62'12 "W &E
PI. FOUND MON
220
IN CASE
°
(12/08)
z
11
c
( IN FEET)
0
F
z
0
0
7v
h�a
FOUND MIN IN CASE
(12/08)
\ \ FOUND CONCRETE PI MON
IN CASE AP CL (12/08).
o°
M
O
TWO PORT FIRE HYDRANT
NEEDS TO BE FITTED h
W / .STORK FITTING /
NW 1/4 COR SEC 18 -23 -5
FOUND 3"BRASS DISK
IN CONCRETEIN CASE.
(12/08)
C/R MON #1853
LEAD & TACK IN CONC
MON. IN CASE (12/08)
N 178824.049
E 1295667.592
EL = 231.95'
RIM EL - 233.81' - / INV EL = 226.11'12 "N 224
INV EL 226.27' W & S I 2.56'. -
EX WOOD 16.3'
FENCE
/ 222
FOUND REBAR &CAP
LS 110356 (12/08) /
gp
3
p
220
pin ^a
/
T-80 O 218 0500\ a N
h /2I6-
/ ^ A`V
EX SSMH h
/ RIM ELw 214.01 °� /�
INV EL = 206.66' N & S
2t 4 r
rn dry. 00
2
/ FOU(/D LEAD &
TACK (12/08) L0"
3p'
/ X WOOD 9,345
0� (/ 1 FENCE MIN FF
3O 0p I 2 \2
EW 1/4 CDR SEC 18 -23 -5
FOUND LEAD & TACK
IN CONCRETE IN
CASE (12/08)
FOUND MIN IN CASE
(12/08)
6 "0 PERFORATED PIPE
CAP END OF PIPE
1' MIN.
INFILTRATION TRENCH
LENGTH =30 MIN
PLAN VIEW
N. T. S.
TYPE 1 CB OR CONCRETE
YARD DRAIN W /SOLID LID
APPROX. LOCATION OF
SANITARY SEWER
LOT 2 WILL REQUIRE A
SEWER PUMP SYSTEM. A
SYSTEMS GRINDER PUMP
D SERIES (DH 071).
EX WOOD FENCE
-3 +57.45
1 -1/2" —
WASHED I
1' M1N COINER
PC FOUND MON IN CASE VICINITY MAP
(12/08)
PROPOSED 6 "X6" TEE SS STUB
FOR LOT 2. )CONTRACTOR TO
3/4" WATER VERIFY INVERT ELEVATION.)
:W :W
3/ 24LF 6" (C900)
6" TO 2" REDUCER
2 "0 PRESSURE COUPLING
FOUND MON IN CASE
AP CL (12/08)
PT FOUND MON IN CASE
(12/08)
C/R MON #1856
Jx �' EX CB 1/8 "PIN IN CONIC
ao RIM EL = 220.16 MON IN CASE
v �<e INV EL = 217.21' 12' (12/08)
N 178546.562
616 1 y qW, , e k E 1296219.924
?CI? 619 W 3 �M�931, EL = .209.16'
RIM EL = 220.72'
/NV EL = 219.27 -12 "N
2i
EX ST MH
RIM EL = 221.12'
INV EL= 215.62'12 "W &E
PI. FOUND MON
220
IN CASE
°
(12/08)
z
U'
N
0
\ J
\ 00
200
DATUM ELEV
195.00
n
USE DOUBLE WIDE TRENCH 10
MINIMIZE PIPE SYSTEM -VORE THAN 1000 SF ROOF MAY
AND MAINTENACE
SAMPLE CALCULATION
1000 SF ROOF REQUIRES
2'x30' =60SF.
A 1200SF ROOF REQUIRES RC
60 SF (120011000) =72 SF DF
72SF14' WIDE TRENCH
=18' LONG TRENCH
SPLASH BLOCK
TYPE I CB OR CONCRETE
YARD DRAIN W /SOLID I.ID1 OV
vv arl ivvv Jr rC ur i I
INFILTRATION TRENCH DETAIL PROFILE VIEW
230
220
210
01
N
1 +00
2+00 3+00
ACCESS EASEMENT ROAD PROFILE
SCALE HORIZONTAL 1' = 20'
VERTICAL 1" = 10'
Z
IiE0
!L
Q
N
GRAPHIC SCALE
30
0 15 30 60 120
( IN FEET)
1 inch = 30 ft.
SURVEY NOTES
JG SW LAI,
E
GSTON RD
INSTRUMENT: TOPCON GPT 3000W TOTAL STATION
METHOD USED: FIELD TRAVERSE WITH ACTUAL ?.
FIELD MEASUREMENTS AND ANGLIES
WAG 332 - 130 -090
DATE OF SURVEY: DECEMBER 2008
BASIS OF BEARING: WEST LINE OF THE NW 114, OF
SECTION 18 -23 -5 (01`11'4112 "E)
BENCHMARK: CITY OF RENTON MON #1853
LEAD & TACK IN IN CONCRETE IN
CASE
AT THE INTERSECTION OF THOMAS
AVE SW
& SW LANGSTON ROAD.
(V
ELEVATION = 231.95' (70.697m)I
LEGAL DESCRIPTION
LEGEND
THE NORTHWESTERLY 2 FEET OF LOT 10
AND ALL OF
LOTS 11 AND 12, BLOCK 3, EARLINGTON
4
ADDITION, Q CB (TYPE 1)
TELEPHONE CABINET
ACCORDING TO THE PLAT THEREOF RECORDED IN
O STMH (TYPE 111)
SIGN
VOLUME 14 OF PLATS, PAGE 7, IN KING
COUNTY
WASHINGTON.
,
O SANITARY SEWER MIN
CONIFER TREE
O
DECIDUOUS TREE
w'
WATER VALVE.'
ALVE
® WATER METER /SERVICE o
MAILBOX
O FIRE HYDRANT`
PK NAIL
o UTILITY POLE ` ®
MON IN CASE/
GUY WIRE 0
EX REBAR/ PIPE
AS NOTED
JJ9 PROPOSED WARIER METER SERVICE
1 +00
2+00 3+00
ACCESS EASEMENT ROAD PROFILE
SCALE HORIZONTAL 1' = 20'
VERTICAL 1" = 10'
Z
IiE0
!L
Q
N
-
EXISTI
PROFl
JG SW LAI,
E
GSTON RD
'..
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N
N
M
I-
O
0
I 3
N
N
N
H
N
N
1 +00
2+00 3+00
ACCESS EASEMENT ROAD PROFILE
SCALE HORIZONTAL 1' = 20'
VERTICAL 1" = 10'
Z
IiE0
!L
Q
N
1 +00 2 +00 3 +00
SW LANGSTON ROAD PROFILE
SCALE HORIZONTAL 1"= 20'
VERTICAL 1" = 10'
S
0D `. x- 3 53 501 5-353;
230
220
210
RECOMMENDED
FOR APPROVAL
Blytki —DATE
BY i D A �.
BY DATEwlzvlel
r•
MA
®®1 Nol
-
EXISTI
PROFl
JG SW LAI,
E
GSTON RD
'..
'..
d
(V
1 +00 2 +00 3 +00
SW LANGSTON ROAD PROFILE
SCALE HORIZONTAL 1"= 20'
VERTICAL 1" = 10'
S
0D `. x- 3 53 501 5-353;
230
220
210
RECOMMENDED
FOR APPROVAL
Blytki —DATE
BY i D A �.
BY DATEwlzvlel
r•
MA
®®1 Nol