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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
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DECIDUOUS TREE
w'
WATER VALVE.'
ALVE
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MAILBOX
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PK NAIL
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MON IN CASE/
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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'
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GSTON RD
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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
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BY i D A �.
BY DATEwlzvlel
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EXISTI
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GSTON RD
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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
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GRAPHIC SCALE
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DATUM ELEV
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TWO PORT FIRE HYDRANT
NEEDS TO BE FITTED —
W/ STORTZ FITTING J
RIM EL = 233.8l' -J INV EL = 226.11'12 "N
INV EL = 226.22 W & S
/
sv
3
w
/ �IM
Q N � O N �O� b'
h /
l / l 80. O0�
� I
/// 216 --
/ EX SSMH
/ RIM EL = 214.01
INV EL= 206.66'N &S 21q_ T
Z
y X WOOD
/ 3p•07 ( / FENCE
/!/ gp pp I 272-'-- -
,
6 "0 PERFORATED PIPE
CAP END OF PIPE
1' MIN.
INFILTRATION
LENGTH =
PLAN VIEW
N.TS.
EX WOOD 16.3'
FENCE
222
\t R `K
c 220
StOjT 3 DO VpC - C
GOT IS lq PG 7
ROOF DRAIN
TYPE / CB OR CONCRETE
YARD DRAIN W /SOLID LID
LINE
LENGTH
11
Lt
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c
L2
9.39
I
w
d
CL
0
r
z
0
W
Zi
T
2 2
h 'o
\
\s
TWO PORT FIRE HYDRANT
NEEDS TO BE FITTED —
W/ STORTZ FITTING J
RIM EL = 233.8l' -J INV EL = 226.11'12 "N
INV EL = 226.22 W & S
/
sv
3
w
/ �IM
Q N � O N �O� b'
h /
l / l 80. O0�
� I
/// 216 --
/ EX SSMH
/ RIM EL = 214.01
INV EL= 206.66'N &S 21q_ T
Z
y X WOOD
/ 3p•07 ( / FENCE
/!/ gp pp I 272-'-- -
,
6 "0 PERFORATED PIPE
CAP END OF PIPE
1' MIN.
INFILTRATION
LENGTH =
PLAN VIEW
N.TS.
EX WOOD 16.3'
FENCE
222
\t R `K
c 220
StOjT 3 DO VpC - C
GOT IS lq PG 7
ROOF DRAIN
TYPE / CB OR CONCRETE
YARD DRAIN W /SOLID LID
Q
EX ST MH
RIM EL = 221.12'
INV EL = 215.62' 12" W & E
LINE TABLE
LINE
LENGTH
I BEARING
Lt
0.27
S59'S1'24 "E
L2
9.39
S71'27'28 "E
GRAPHIC SCALE
\
J
200
l9Y SITE
w
o u ao e0 120
SW LANGSTON
DATUM ELEV
195.00
S
AVE
a
3
g
(IN FEET )
y
�sw
z
S 2 ST
1 inch = 30 ft.
S 3 ST
SURVEY NOTES
S� S 3 pf
N
T ON
N
N
N
METHOD USED: FIELD TRAVERSE NTH
SUNSET BL`m
FIELD MEASUREMENTS AND ANGLES
WAC 332 -130 -090
DATE OF SURVEY: DECEMBER 2008
BASIS OF BEARING: WEST LINE OF THE NW 1/4 OF
SW 7 ST
SECTION 18 -23 -5 (0111'42 "E)
APPROX. LOCATION OF
VICINITY
MAP
BENCHMARK: CITY OF RENTON MON #1853
i
SANITARY SEWER
o
�
LEAD & TACK IN IN CONCRETE IN CASE
STUB CONTRACTOR MAY
IN
AT THE INTERSECTION OF 'THOMAS AVE SW
NEED TO FIELD VERIFY
2 +72.5, 5.9' RT
& SW LANGSTON ROAD.
PROPOSED 6 "X6" TEE SS STUB
3
ELEVATION = 231.95' (70.697m)
PATCH
2 +68, 28.5' RT
FOR LOT 2. )CONTRACTOR TO
LEGAL DESCRIPTION
SIDEWALK
NEW 3/4" WATER
VERIFY INVERT ELEVATION.)
THE NORTHWESTERLY 2 FEET OF LOT 10
AND ALL OF LEGEND
ERVICE
30 44LF 6" (C900)
LOTS 11 AND 12, BLOCK 3, EARLINGTON
ADDITION, ❑� CB (TYPE 1)
TELEPHONE CABINET
6" TO 2" REDUCER
"0
y
ACCORDING TO THE PLAT THEREOF RECORDED IN O STMH (TYPE 11)
SIGN
2 PRESSURE COUPLING
VOLUME 14 OF PLATS, PAGE 7, IN KING
COUNTY ,
�!/ "��
CONIFER TREE
< < <�
WASHINGTON.
0 SANITARY SEWER MH
< 222
ad
EX CB
ri
o
�;.1
0
DECIDUOUS TREE
N
¢
RIM EL = 220.16
N
w WATER VALVE
<
INV EL = 217.21' 121
o
MAIL BOX
a',
® WATER METER /SERVICE
d FIRE HYDRANT
+
PK NAIL
,L'i
o UTILITY 'POLE
®
MON IN CASE/
's
GUY WIRE
0
EX REBAR / PIPE
\
AS NOTED
.::
4—
\
_
0 PROPOSED WATER METER SERVICE
Q
EX ST MH
RIM EL = 221.12'
INV EL = 215.62' 12" W & E
LINE TABLE
LINE
LENGTH
I BEARING
Lt
0.27
S59'S1'24 "E
L2
9.39
S71'27'28 "E
LOT 2 WILL REQUIRE A SAI
SEWER PUMP SYSTEM. A E
SYSTEMS GRINDER PUMP. I,
D SERIES (DH 071).
1' MIN COVER
00f,,
USE DOUBLE WIDE TRENCH TO
MINIMIZE PIPE SYSTEMS
AND MAINTENACE. MORE THAN 1000 SF. ROOF MAY
�\ SAMPLE CALCULATION
1000 SF ROOF REQUIRES
_--_ 2'x30' =60SF.
A SF ROOF REQUIRES
60 SF 120011000) =72 SF
72SF14' WIDE TRENCH
=18' LONG TRENCH
SPLASH BLOCK
\
TYPE I CB OR CONCRETE
YARD DRAIN W /SOLID LID
INFILTRATION TRENCH DETAIL PROFILE VIEW
Mill
220
210
C
c
K
z
i
O
\
J
200
EXISTING
PROFI
SW LANGSTON
DATUM ELEV
195.00
USE DOUBLE WIDE TRENCH TO
MINIMIZE PIPE SYSTEMS
AND MAINTENACE. MORE THAN 1000 SF. ROOF MAY
�\ SAMPLE CALCULATION
1000 SF ROOF REQUIRES
_--_ 2'x30' =60SF.
A SF ROOF REQUIRES
60 SF 120011000) =72 SF
72SF14' WIDE TRENCH
=18' LONG TRENCH
SPLASH BLOCK
\
TYPE I CB OR CONCRETE
YARD DRAIN W /SOLID LID
INFILTRATION TRENCH DETAIL PROFILE VIEW
Mill
220
210
C
c
1 +00 2 +00 3 +00
ACCESS EASEMENT ROAD PROFILE
SCALE HORIZONTAL 1 "= 20'
VERTICAL 1" = 10'
y
z
J
W
O
nom.
0
N
i
-
EXISTING
PROFI
SW LANGSTON
RD
N
N
N
N
N
i
o
�
IN
3
y
ad
m
ri
o
N
N
N
N
N
1 +00 2 +00 3 +00
ACCESS EASEMENT ROAD PROFILE
SCALE HORIZONTAL 1 "= 20'
VERTICAL 1" = 10'
y
z
J
W
O
nom.
0
N
7 +00 2 +00 3 +00
SW LANGSTON ROAD PROFILE
SCALE HORIZONTAL 1 "= 20'
VERTICAL 1" = 10'
It 11 NOTE:
"AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOLIMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
230
220
210
RECOMMENDED
FOR APPROVAL
BY DATE
BY DATE
BY DATE
BY DATE
BY DATE
UTIUI JTJYT
0 � d 0-35350';4, S- 35"35aa(
-
EXISTING
PROFI
SW LANGSTON
RD
N
N
N
N
N
7 +00 2 +00 3 +00
SW LANGSTON ROAD PROFILE
SCALE HORIZONTAL 1 "= 20'
VERTICAL 1" = 10'
It 11 NOTE:
"AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOLIMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
230
220
210
RECOMMENDED
FOR APPROVAL
BY DATE
BY DATE
BY DATE
BY DATE
BY DATE
UTIUI JTJYT
0 � d 0-35350';4, S- 35"35aa(