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NOTE FOUND MONUMENT NE 20TH ST BASIS OF BEARING
STA. 7 +60.29 IN CASE
IF THE FEE IN LIEU OF - T ------ - - - - -- - - - - -- -
- - - --
FRONTAGEIMPROVEMENTS I
OPTION IS USED THE CB „
TYPE II -60" AT STA. 0 +49 RELOCATE EX. FIRE HYDRANT TO 18" BACK OF SIDEWALK
IS NOT REQUIRED. � � I EX. WATER SERVICE TI MAIN
STA. 2 +43.47 I I - RELOCATE TO 18" BAC OF SIDEWALK
15'••12 "SD 0 0.50% (BY CITY FORCES)
STA. 0 +49, APPROX. LOCATION OF REPLACE EX. CB 5' WOOD FENCE
I ggg I ; I`- EX- SS STUB TO RE r 0.00'
W/ TYPE II -60" #6 I `.i,- ARE FENCE
AT NEW CURBUNE ,^� 6' WOOD FENCE N89'43'42 "E 25_0 19'_
W/ LOCKING GRATE I „ I N8W I NEW RIM = 298.83 I "� 3 190=x'o- L 0.18 0.0 - - .1 . .� 50.00'
NEW INV= 295.98 I I ( v RO ERY
REQUIRED SUMP DEPTH= 3'5' --
-SEE DETAIL
EX CB •^ .. rG NCRE�
RIM = 298.76 I O - ;(1808 ABERDEEN AVE N E) TO BE
IE= 295.96 (12 "ADS -W) I I a _ REMOVED
„ - ^ 21-2' BUILDING
EX. CB 8 I in.. _ 1 .., rn FF- 304.19
RIM = 2_8.63 4
IE- 292.78 (18 "ADS -Nr I '" 6,140 s ft.
IE= 292.78 (18 "ADS -S) >S , I �li II .I q z
IE= 292.78 (12"ADS -E) I I�II� "� EX. °
�� HOUSE °
ADD 2'- •12 "SD ®1.0%
PIPE o 0% 198' -8" PVC 0 1.927 0
0.1.277.
I
I'
���
FF =30245
TO REMAIN
LEGAL A' D RIPTiON
o X. EDS
BE '
FOUND MAG/TAG 9 „
'
:•
J&
III
FIRE HYDRANT
F 5.3'
REM
`�' I
I I I I
STA 1 +87, 1.7'LT
89'43'42"
E 101.11'
POWER POLE
TAX LOT 334390 -1607
THE NORTH 73.50 FEET OF THE SOUTH 147 FEET OF LOT 244 OF C.D.
SET MAG „
I I
RIM= 299.10 I
-
o,
/ o
7,
J (5,.
FOUND MAG /TA� l
I t8
HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION OF SEATTLE,
CB #1 TYPE I
W /SOLID LOCKING UD
r^
o
°-
_ 4"^'
+_
P�
O
_.RIM = 300.10 ±(MATCH- .GR0UND) . -- -- -
- - - -- -- - -
-- - - --
SANITARY SEWER MANHOLE
RIM= 299.32 I
,+;
v
51,
INV= 296.06 TO BE
"SD
P PANE
IE 2115
re j~ I
5 VC7 "S -P E -28
SANITARY SEWER MANHOLE
TAX LOT 334390 -1602
THE SOUTH 73.50 FEET OF LOT 244 OF C.D. HILLMAN'S LAKE
®4 0.5 07
REMOVED
8- 1'12
TANK
IE= 285. 8 C) , I
390 -1602
6" SIDE SEWER
I
8 752 q ft ,
l
WASHINGTON GARDEN OF EDEN ADDITION OF SEATTLE, DIVISION NO. 4
o GARAGE
(2) STREET TREES PER LOT, TYP. I FOUNJ M
/ AG
-
Opp (6 094::sq
' 25.00' VC LOW POINT ELEV = 298.72 °
SIDEWALK -
to
5' LANDSCAPING STRIP ALONG
THE BACK OF SIDEWALK, TYP.
I
3
STA. 2 +78, 5.8'RT o
7 -4' CAP (MJ) n
f ^!
'PRIVATE
Cff
GAS VALVE
BASIS OF BEARINGS
- SEE DETAIL I
CONSTRUCT NEW I
I
w I I�.
1 -2" BLOWOFF
PER C -O.R. SID
DRAINAG EMEt -
s„' 3
FRUIT TREE
r`;'
CURB /GUTTER
t 2
DETAIL NO. 8705
AND SIDEWALK
P.PPROX. LOCATION OF EX. I
'
:.WATER SERVICE
(1732
SS STUB TO BE RETAINED I
FOR LOT 4
- - I '
-
TO -BE REMOVED AT MAIN
ABANDON EX. METER N 89'4342" E
.,
.,._ ABERDEEN
qVE
SHED.
_
97_
FIR TREE
wl" I �`
_j.:- 102.03-
s'V 2
_EX._
CONSTRUCT MANHOLE OVER
I
I I
_
+ -I
EXISTING LINE
RIM = 299.6± (MATCH PAVING)
00
'5 u -_ ,., 1- 00Tyy--
? (`
EXIST INV= 286.10 (VERIFY)
286.20 I STA 1+5246
S m
'"'' }Y� '�` '1' ,
-
NEW INV =
1 „
I
m
i �
6' WOOD FENCE
0.09'
50.00' 50.00'
rs
30 -1607
z
0
0
� " 1
N �
0 7,350 sq. ft.
°
°o -
7,350 sq. ft. _
(5,596 Sq. ft.)
5' WiRE
FENCE
6' RE
CE
Z:
u SYMBOL LEGEND
0 FOUND REBAR AND CAP
Q SET MAG
O FOUND MAG /TAG
NJ 21ST T n z
I L�
� z
a
F;1
z
� 'FF
c
N 16TH ST
ITE PL
m
NE 16TH ST
m m
T
VICINITY MAP
SCALE N.T.S.
AY 'x: -5a 0
50.00
102.42
- - T MONUMENT 4' EAST
_ _ - 4" BRASS PLUG SET IN CONCRETE 0
CURBCUT " __ _ ________._._,' _ _ - _ POPLAR
C.O.R. 250 TOP OF 1 B
" I V N 89'43'4 :25 3' I STREET TREES PER CITY REBAR "_,s.
STA. 0 +091, 5.5'RT I I W O.2B s wooD FENCE �1 5rA 1{Faz, 1'Rr OF RENTON.S'iDS., TYP. & CAP ' OF CENTERLINE INTERSECTION. OF ABERDEEN 'AVENUE N.E. AND N.E. 16TH
1- 16 "x8" TAPPING TEE (FL) I v/ STA 0 +32. 8'LT " Lc B$5 -IfI YYppE I 0.00' -v WIRE. FENCE STREET
1 -8" GATE VALVE (FLxMJ) „ I I I CB #2 TYPE 11 48' "" I I - RIM= 298:72
W /THRUST BLOCK I Q s W /SOLID LOCKING LID - INV =2 3.69 "- •' o WOOD: FENCE - BRASS PLUG IN CONC MON, EL= 307:11
-SEE STD. DETAIL 8115 ( I _ _ RIM= 300.31 117'"•24' PERFORATED
I IL I CMP INFILTRATION 15'12 "SD
Q 2UNV REBAR
W
& CAP
=
I
18'x•8" D.I. CL 52 Lj CRONES
rl W
SANITARY SEWER MANHOLE I I Q
RIM = 299.96
IE= 286.41 (8 "N -PVC) „
IE= 286.46 (8 "S -PVC)
IE= 286.46 (8 "E -PVC) I
O1 w
xz +
301
5 +01
1- 16'x8" TA PIN(
1 -8" G VALI
W1 THRL
-SEES . Of
291
CONSTRUCT MANHOLE OVER
EXISTING LINE
RIM = 299.6± (MATCH PAVING)
EXIST INV= 286.10 (VERIFY)
NEW INV = 286.20 lor
DATUM ELEV
285.00
INV - 296.47 (12 "OVERFLOW N.) P
PIPE o 0% 198' -8" PVC 0 1.927 0
0.1.277.
REFERENCES
m
WATER VALVE
LEGAL A' D RIPTiON
- LEAN -TO
1-FIRE HYDRANT ASSEMBLY C
:•
J&
NOTE S
FIRE HYDRANT
PER STD. DETAIL 8102 S
N 89'43'42
z
E
g
1. ALL ONSITE TREES T0: BE REMOVED.
STA 1 +87, 1.7'LT
1 -8 "
¢
POWER POLE
TAX LOT 334390 -1607
THE NORTH 73.50 FEET OF THE SOUTH 147 FEET OF LOT 244 OF C.D.
1o0b7
o
1000
RIM= 299.10 I
-
SSMH# 2
RIM- 298.7± (MATCH PAVING)
ES
WATER METER
HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION OF SEATTLE,
,I
r^
`i
. °w
_ 4"^'
V= 290.00 (8")
INV= 0.17 (6 ")
P�
O
FIELD SURVEY CONTROL WAS ,'IY CLOSED TRAVERSE LOOPS, MINIMUM
CATCH BASIN
DIVISION NO. 4.
-SEE DETAIL H
HEALTH DEPARTMENT &
v
51,
V
OS
SANITARY SEWER MANHOLE
TAX LOT 334390 -1602
THE SOUTH 73.50 FEET OF LOT 244 OF C.D. HILLMAN'S LAKE
I
11
\�9`s
334
390 -1602
6" SIDE SEWER
o
SANITARY SEWER STUB.
WASHINGTON GARDEN OF EDEN ADDITION OF SEATTLE, DIVISION NO. 4
+I
MADE
• ?S/
%",,
",,
°
0 2% (TYP.)
+26 16117 :
' 25.00' VC LOW POINT ELEV = 298.72 °
SIDEWALK -
to
x
/
as a3'4
to
STA. 2 +78, 5.8'RT o
7 -4' CAP (MJ) n
Cff
GAS VALVE
BASIS OF BEARINGS
i
/ J
<
1 -2" BLOWOFF
PER C -O.R. SID
s„' 3
FRUIT TREE
MONUMENTED CENTERLINE OF NE 20TH ST A BEARING OF N89'20'29 "E
• i, I
t 2
DETAIL NO. 8705
'
THRUST BLOCKIN
CEDAR- TREE
DATUM..: NAVD88
° -
SHED.
,.
FIR TREE
BENCH MARK
" 1k..
s'V 2
7•
50 00'
AY 'x: -5a 0
50.00
102.42
- - T MONUMENT 4' EAST
_ _ - 4" BRASS PLUG SET IN CONCRETE 0
CURBCUT " __ _ ________._._,' _ _ - _ POPLAR
C.O.R. 250 TOP OF 1 B
" I V N 89'43'4 :25 3' I STREET TREES PER CITY REBAR "_,s.
STA. 0 +091, 5.5'RT I I W O.2B s wooD FENCE �1 5rA 1{Faz, 1'Rr OF RENTON.S'iDS., TYP. & CAP ' OF CENTERLINE INTERSECTION. OF ABERDEEN 'AVENUE N.E. AND N.E. 16TH
1- 16 "x8" TAPPING TEE (FL) I v/ STA 0 +32. 8'LT " Lc B$5 -IfI YYppE I 0.00' -v WIRE. FENCE STREET
1 -8" GATE VALVE (FLxMJ) „ I I I CB #2 TYPE 11 48' "" I I - RIM= 298:72
W /THRUST BLOCK I Q s W /SOLID LOCKING LID - INV =2 3.69 "- •' o WOOD: FENCE - BRASS PLUG IN CONC MON, EL= 307:11
-SEE STD. DETAIL 8115 ( I _ _ RIM= 300.31 117'"•24' PERFORATED
I IL I CMP INFILTRATION 15'12 "SD
Q 2UNV REBAR
W
& CAP
=
I
18'x•8" D.I. CL 52 Lj CRONES
rl W
SANITARY SEWER MANHOLE I I Q
RIM = 299.96
IE= 286.41 (8 "N -PVC) „
IE= 286.46 (8 "S -PVC)
IE= 286.46 (8 "E -PVC) I
O1 w
xz +
301
5 +01
1- 16'x8" TA PIN(
1 -8" G VALI
W1 THRL
-SEES . Of
291
CONSTRUCT MANHOLE OVER
EXISTING LINE
RIM = 299.6± (MATCH PAVING)
EXIST INV= 286.10 (VERIFY)
NEW INV = 286.20 lor
DATUM ELEV
285.00
INV - 296.47 (12 "OVERFLOW N.) P
PIPE o 0% 198' -8" PVC 0 1.927 0
0.1.277.
REFERENCES
INV = 294.00 (24"E) I
189'•••4" D.I. CL52 S
I R
1-FIRE HYDRANT ASSEMBLY C
STA 1 +53, 8'LT w
KING
NOTE S
SHORT PLAT RECORDING NUMBER 20 01 2 05001 8 2 9
PER STD. DETAIL 8102 S
CB#3 TYPE II 60' R
RIM-2s8.98 1
1. ALL ONSITE TREES T0: BE REMOVED.
1 -8 "
W /SOLID LOCKING UD I
INV= 293.50 12:SE)
2. ANY ONSITE WELLS OR SEPTIC' I
INSTRUMENTATION
1 -22'f 6' D.I. CL52 I
RIM= 299.10 I
INV =
SYSTEMS SHALL BE ABANDONED, PER I
-8 "x4" REDUCER (PExFL) I
INV =294:00 (24'w) I
IS-42"CMP S
KING: COUNTY
INSTRUMENT USED: 5 SECOND ELECTRONIC DISTANCE MEASURING UNIT.
1 -
INV = 291.00 {42 "
w o TANK o 0z' C
CITY OF RENTON,. K
FIELD SURVEY CONTROL WAS ,'IY CLOSED TRAVERSE LOOPS, MINIMUM
W/ THRUST BLOCKING I
I -
-SEE DETAIL H
HEALTH DEPARTMENT &
CLOSURE OF LOOPS WAS t 22,000,
DEPARTMENT OF ECOLOGY C
IN ACCORDANCE WITH WAC 332 - 130 =090.
REQUIREMENTS, I
SHEET INDEX;...
I- S
1 - GRADING /UTILITIES /LANDSCAPING PLAN /PROFILE
+26 16117 :
' 25.00' VC LOW POINT ELEV = 298.72 °
SIDEWALK -
_ 2 - DETAU:S. AND NOTES
a "'¢ ° PER STD DETAIL B102 - N - - +
PVI ELEV = 298.62
"' °� min 1 -8 "X6' (MJxFI) + A.D. = 5. 000 -
o n5: m 1 -6' GATE VALVE (FLxMJ) rri K =.5.0 00
oUF >a 1 -15'1 6' D.I. CL52 m
1 -8 "x4" RIDUCER (PExFL)
1 -4" GATE VALVE (FLAIJ)
W/ THRUS BLOCKING
EX. 16 1, ------
LD.5
3' MIN S A- CAP 5.)
117'24" ERFORATFA COQ 13^•42" 15'•12 SD 1 4" CAP (MJ)
CMP IN LTRAT10N CMP O 1.2 1 2":- BLOWOFF
190'•- D I CL52 PIP 0 0% W/0 TAN P C.O.R. STD
- D TAIL NO 8105
5.5'RT r3TA.'.'1'2, < 1 `_ n , (, - r._ 0 U r �� .� c.. _ �.� ' B .STORM k
TEE (FL) . _ _ _ WA LINES
(FLxMJ)
BLOCK STA 1 +82, 'RT
L 8115 RIM= TYPE I
..RIM =298.7
INV= 293.69
81T STA. 1 +82.5 7. 'LT
SSMH# 2
W /SOUD LO ING UD RIM = 298.7± (M CH PAVING)
RIM = 300.31 5T 1 +71, 8' LT INV =290.00 (8 ")
INV =296. N. STA. 1 +53, 8'LT TYPE II 60'
= 294.00 798'^•8" PVC ®1.92% CB#3 TYPE 11 60" W SOUD LOCKING UD INV= 290.17 (6 ")
W OUD LOCKING UD. RI = 298.98
RIM= 299.10 IN = 293.50 (12 "SE)
V =294.0 (24 -W) IN = 291.00 (42 "W)
NV =291.0 (42 "E)
N
6 66 m O M
NO1 ° M
O +OD V + =u T ROAD 'A'
HORZ. 1" = 20'
VERT. 1" = 4'
WLL mw-��O'
2GAL. WHITE ROCK
... -ROSE (CISTUSALBIDUS)
. ° PLANTED 5' O.C., TYP.
44 '4
300 ° 4" POT CREEPING ST. SgUPE
JOHN'S WORT oY WA
(HYPERICUM ASCYRON) -
e PLANTED AT 24' O.C., TYP. - y ic�
° E
. (2) STREET TREES PER LOT, 11332
c TYP. (RANCHO COLUMNAR�ts1� �2
. ° SARGENT CHERRY) TONAL'.
5' LANDSCAPING STRIP ALONG
- THE BACK OF SIDEWALK, TYP. 7-nm u /30/08
SEE LOCATIONS ABOVE
Cali NOTE:
' EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
290 °
before QV ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
Y EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
. Dt g" GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES.
SHOWN IN THEIR PROP
LANDSCAPING DETAIL 1 -800- 424 -5555 NOT SHOWN LL RBEFOREEYOUODIG. 1 800 -424 555ER LOCATON.
NTS.' AVOIDCUTiING UNDERGROUND UNDERGROUNDS SERVICE (USA)
UTIUTY UNES. IrS COSTLY
REVISION TO APPROVED PLAN
RECOMMENDED `/� CHECKED
FORAPPROVAL TO CITY STANDARDS
CAM /
o Br a0k/ / 0I 16( 6
O +OD V + =u T ROAD 'A'
HORZ. 1" = 20'
VERT. 1" = 4'
WLL mw-��O'
2GAL. WHITE ROCK
... -ROSE (CISTUSALBIDUS)
. ° PLANTED 5' O.C., TYP.
44 '4
300 ° 4" POT CREEPING ST. SgUPE
JOHN'S WORT oY WA
(HYPERICUM ASCYRON) -
e PLANTED AT 24' O.C., TYP. - y ic�
° E
. (2) STREET TREES PER LOT, 11332
c TYP. (RANCHO COLUMNAR�ts1� �2
. ° SARGENT CHERRY) TONAL'.
5' LANDSCAPING STRIP ALONG
- THE BACK OF SIDEWALK, TYP. 7-nm u /30/08
SEE LOCATIONS ABOVE
Cali NOTE:
' EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
290 °
before QV ITSHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
Y EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
. Dt g" GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES.
SHOWN IN THEIR PROP
LANDSCAPING DETAIL 1 -800- 424 -5555 NOT SHOWN LL RBEFOREEYOUODIG. 1 800 -424 555ER LOCATON.
NTS.' AVOIDCUTiING UNDERGROUND UNDERGROUNDS SERVICE (USA)
UTIUTY UNES. IrS COSTLY
REVISION TO APPROVED PLAN
RECOMMENDED `/� CHECKED
FORAPPROVAL TO CITY STANDARDS
CAM /
o Br a0k/ / 0I 16( 6
_ o
� •11
sYs I�
N � 3 �
('
a
W U
U `�
0
Z J
Q+ Q O
W w �'
W ~ Z
J Q
1- J
W \�
` Z
Q
8r
� e
o
N � � g
II y °�
� y��
Z
O
D_
NOTE ST0.
7 +60.29
FOUND MONUMENT NE 20T! -i ST BASIS OF BEARING
IN CASE
\ VA E F
IF THE FEE IN LIEU OF --
----------- - - -- -- --
-� - - -
- --
FRONTAGE IMPROVEMENTS
I -�
OPTION IS USED THE CB
TYPE If -60" AT STA- 0 +49
�
RELOCATE EX FlRE HYDRANT TO 78" BACK OF SIDEWALK
IS NOT REQUIRED.
STA 2 +43.47
" -
STA +49.
RE�AC EX- f
W/ TYP II -60"
� � I
a° '
-
I
EX. WATER SERVICE TO MAN
I - RELOCATE TO 78" BA OF SIDEWALK
I i (BY att FORCES)
APPROX. IOCAIQN OF
; I; EX- SS SNB TOR 0.00'
-
\
�
\5 WOOD FENCE
R
6' WOOD FENCE
0 09'
AT U UN
L�XoIN GRA I
3 I
NE NV= �8
REOl11R SU = - �
ET
Ex cB
RIM - 298.76
IE= 295.96 (12 "ADS -W) `"
EX. CB 8
RIM - 298.63
IE 292.78 (78 °ADS -N)'
IE= 292.78 (78 "ADS -S) ` 8
IE= 292.78 f72 "ADS -E) I
ADD 2'• -72 "SD O t_0% I a
FOUND MAG/TAG JIe
SET MAG 11'"
FOL7ND MP.G/TAG � � -
I
SANITARY�SEWER MANHOLE I �
RIM =299x2 I
IE= 285.87 (8 5 -PVC) � m Ar��P`t
IE- 285.87 (8 "E -PVC) I
(2) STREET TREES PER 10T, TYP. I F
5' LANDSCAPING STRIP ALONG
THE BACK OF SIDEWAUC. TYP.
- SEE DETAIL I
coNSTRUCr NEw I
CURB /GUTTER
AND SIDEWALK I
APPROX. LOCADON OF EX
55 STUB TO BE RETANED I
FOR LOT 4
CONSTRUCT MANHOLE OVER I
zqq. }; EXISTING LINE I
RIM =P9a�s (MATCH PAVING)
EXIST INV = 196.18 (VERIFY) 73
NEW INV- 2136.'LO STA 1 +5246
2Q6.7g l
26' OPoVEWAY
cuRecur I
TA. o +ost, ssxr i
1- 16 °x8' TAPPING TEE (FL)
5' PARE
FENCE
+ r. \
\ VA E F
1 -8 GATE JALVE (FUd4J) t CB/2 TYPE II 48 •_ •• .. �- RIM = 298:72 Z, 4p•br( _ _
W/THRUST BLOCK I Q W /SOLID LOCKING �1D 71724" PERFIX2ATED `_" 'iyt INV= ,/ �_- �-
-SEE SID. DETAL 8115 I I I_ -- _ _I RIM = 300"31 3C0•l4 CMP INFlLTRARON 77§+°1YSD
"" I y (t,f/�INV =29G.#7 (12 °OVERFLOW N.) pipE O OZ
QfyuND REBAR I 198' -8' PVC ®11.92% O '1,27# (a��p
INV = 291,06 (24'E} -
E 51 " =i W � CRONES Zg3'et 389^4" D.I. CL52 STA 1 +71, 8 LT
.L STA 0 +26, 76'LT
i8`• -8" DJ. CL 52 I 1 -FlRE HYDRANT ASSEMBLY (QOM CBg4 TYPE 11.60°
rl � I I PER STD. DETAL 8702 STA + +53; 8'LT W /SOLID LOOKING UO
CB/3 T'PE II 60° RIM =1B8:9E �ggRb
1 -8 °X6" TEE (MJxHI.) W SOLID LOCKING UD INV= 293:59- 72 °SE). Z%3'Yi6
7 -6" GATE VALVE (Fi.xMJ) / INV = 304:99 42 "W)
f � i -22'1 6" D.I. CTS2 RIM= 299:79 .0 7A(.06
o � m I i -8 "x4" REDUCER (PExFL) INV =29+00 !24 "W) 2Q 3 •9 13'^•42 "CMP
o+ 1 -4" GATE VALVE (FLxMJ) INV = 291,06'42 °E) W/0 TANK O 09.
SANITARY SEWER MANHOLE '- t Q I I W/ THRUST BLOCKING I � 29I,cz -SEE DETAL
RIM= 299.96 I I u
IE= 286.41 CS °N -PVC)
IE= 286.46 (8 "S -PVC)
IE= 286.46 (8 "E -PVC) I 't
" ! l� I ol_
mw
��p):y .- "' W i o+ °n J IH�- 25.00' VC LOW POINT ELEV 29872
�P�� Y WA3Ff �1�� � � - � e z o I � N LOW POINT STA _ 1 +77.50
����:
^c
� !'�
.332 �
'YEGISIFF �' �•
s
, �'at LA740 � -
ow:aES 11130�U� 30
THES ^c . ^.RF �S BUILT'
AND THE INFORMATION SHOWN
f.�,C,URATELY ;:EFLECTC EY.ISTMi
FIELD CONDITIONS AS OF THiS
DATE: 51 �' / a
P � �T,{31I- i6 "x8" T PINT
_ � 7 VAL
-SEE DI
i�I
CONSTRUCT MANHOLE OVER
Z9q. }j EXISTNG LINE
RIM= 200:Gt (MATCH PAVING)
EXIST INV =288T6 (VERIFY)
2$6.13 NEW INV= 288pp�Y0
Zgi'f�D9TUA! ELEV
285.00
<�" mF ° PER STD DETAL 8102 `� + PVI ELEV = '98.62
"� � tO m x 7 -8 °X6' (MJxFL) ± -
° AD. = 5.��000
o�o CIS m 7 -6° GATE VALVE (FLxMJ) �� K = S.L�00
O F J°- 7 -15'f 6" D.I. CL52 � w_=
t -8 "x4" R UCER (PExFL) m I
v3¢i �' w 7 -4" GATE VALVE (FL7dIJ) ,_ ` -
- - - -� W/ THRUS BLOCKING
_-
a.o =-
- -- ---- --- --- - - - - -- - ---
EX i6" _�- 5 _ ___
WATER
f ____,- 3 I IN ___ ________131 S A 2 +72, 5.8'RT
�ry8° 117'24" ERFORATED COVER 73^•42" +6'�125D 1 4" CAP (MJ)
CMP IN LTRARON CMP
D.I. CL52 PIP O OR W O TAN ® 7 2" BLOWOFF
190 D.I. CL52 / � P C.O.R. STD
_ _ _ _ _ = _ _ _ D TAIL N0. 6905
. 5. (�> l i-, •_ ; �. � L -. `_t !' � ;� L.- � BE STORM &
. (FL =4J) WA LINES
gLOa< STA 7 +82, 'RT
L 8775 CBS TYPE I
RIM =298.7 248 fig
INV =10369
STA 0 +32, 'LT 243 iq
STA. 1 +82.5 1. 'LT
W /SOLID LO ING �(Q SSMH� 2 24
RIM = 300.31 300• �7 RIM = 298-7* (M CH PAVING)
d ST 1 +71, 8' LT INV = 280:06 8 j"
qb. 6l INV= N. STA 7 +53, 8'LT ( ") Z r+'!
pVC O t:nx C TYPE II 60° INV = 298:+7 6 ✓
=294-9D 19g'...8" CB�3 TYPE II 6 ?° W SOLID LOCKING, UD ( ")
I `4196 W OUD LOCKING UD RI =298:98 z94 •Qb
!I
243• RIM = 299:40 tj4'L IN =103:60 12 °SE t�b
V= 294.00 (24 "W) IN '= 205.00 (42 °W)) 3.
NV =297.00 (42'E)
my^ wm
nN rnm °o n„° n o
o +oo o +so 1 +oD ROAD 'A' ' +SD z +DU z +sU
HORZ 1" = 20'
VERT. 1" _. 4'
ROLL 2 O8
i
6' RE
i CE
iI
IZ
p
0
4
10
I W
O
�� �°
i
� o
R
o
I A
CJ
i O �
0
�, o
o
� ._
t��SHED� 'i
& CAP '
�lS CRONZ -J
SYMBOL LEGEND
FOUND REBAR AND CAP
SET MAG
FOUND MAG /TAG
WATER VALVE
FlRE HYDRANT
POWER POLE
WATER METER
CATCH BASIN
SANITARY SEWER MANHOLE
SANITARY SEWER STUB
GAS VALVE
FRUIT TREE
CEDAR TREE
FlR TREE
POPLAR TREE
WIRE FENCE
� WOOD FENCE
NOTE
1. ALL ONSITE TREES TO BE REMOVED.
2. ANY ONSITE WELLS OR SEPTIC
SYSTEMS SHALL BE ABANDONED PER
CITY OF RENTON, KING COUNTY
HEALTH DEPARTMENT &
DEPARTMENT OF ECOLOGY
REQUIREMENTS.
n
N 21ST T > �
n r�l-
r�
m
NE 20TH ST
m
z
NF
7
Q
N 18TH ST
0
ITE PL
z �, m
� `:
� z � z
F y
a
r� > <
z NE 16TH ST
z
�� m
VICINITY MAP
SCALE N.T.S.
TAX LOT 334390 -1607
THE NORTH 73.50 FEET OF THE SOUTH 147 FEET OF LOT 244 OF ;C. D.
HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION OF SEAT;'TLE,
DIVISION N0. 4 '
TAX LOT 334390 -1602
THE SOUTH 73.50 FEET OF LOT 244 OF C.D. HILLMAN'S LAKE
WASHINGTON GARDEN OF EDEN ADDITION OF SEATTLE, DIVISION N0� 4
BASIS OF BEARINGS
MONUMENTED CENTERLINE OF NE 20TH ST A BEARING OF N89'20'29 "E
DATUM NAYD88
BENCH MARK
C.O.R. 250, TOP OF i/4" BRASS PLUG SET IN CONCRETE MONUMENT 4' EAST
OF CENTERLINE INTERSECTION OF ABERDEEN AVENUE N.E. AND N.E. 16TH I
STREET
BRASS PLUG IN CONC MON, EL= .+07.11
REFERENCES
SHORT PLAT RECORDING NUMBER 2001205001829
INSTRUMENTATION
INSTRUMENT USED: 5 SECOND ELECTRONIC DISTANCE MEASURING UN'T.
FIELD SURVEY CONTROL WAS TY CLOSED TRAVERSE LOOPS, MINIMUM
CLOSURE OF LOOPS WAS 1:2�,�00,
IN ACCORDANCE WITH WAC 332 - 130 -090.
SHEET INDEX
1- socwAlx -I- PLANTER -{ 1 - GRADING /UTILITIES /LANDSCAPING PLAN /PROFILE
° STRIP 2 - DETAII S AND fJOTES
3 - DETAILS
° : d 4 - TESC PLAN
e d
' 2 GnL. WHITE ROCK �`
- � � � ROSE (CISTUS AtBIOUS) �����
° PLANTED 5' O.C., TYP.
' - � ° 4" POT CREEPING ST. c�gUPE
" JOHN'S WORT .� OF. w ';
°� - (HYPERICUM ASCYRON) ,`C',CS c 1
_ � e � � PLANTED AT 24° O.C., TYP. � y � �'
d ° s�`,"� � t �0�1
�l.,it5 (2) STREET TREES PER LOT, t7aa2 �
TYP. (RANCHO COLUMNAR '@>;TS� �i11 I.
�I � e � � SARGENT CHERRY) TONAL T4f''1
. 5' LANDSCAPING STRIP ALONG
I, � THE BACK OF SIDEWALK, TYP. €ISp¢tes ll 30/08
-SEE LOCATIONS ABOVE
f:g .e. I
C a" NOTE:
. ° � � ! EXISTING UTIUTYLOCATIONS SHOVM HEREON ARE APPROXIMATE. ONLY.
° i/ b ®fore yQV- EXAS'FCiT L�R¶ THE CONTRACTOR'S RESPONSIBIUIY TO DETERMINE. THE
CAL AND HORIZONTAL LOCARON OF ALL EXISTING UNDER -
D�9a GROUND UDURES PRIOR TOCOMMENCING CONSTRUC110N. NO
REPRESENTAIION IS MADE THAT ALLEXISRNG UDU11E5 ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBWtt FOR UDLITIES
LA N D S C A f i N G DETAIL 1 =800 =4Z4 =55$5 NOT SHOWN LLRBE OREEYOUDDIG:HO� SOOTM424 P %55� LOCA710N.
NTS AVOID CUTTING UNDERGROUND UNDERGROUND SERVICE (USA)
D710tt ONES: ITS GDSAY REVISION TO APPROVED PLAN
RECOMMENDED CHECKcD FOR COMPLIANO!
FOR APPROVAL / TO CITY STANDARDS ;
ar �Q�aly �AYtw�101 lt,(J� DATE /o,._,r
� DATE (!'
� iJ � Q47E
AS- Q- )�..-t '.�oOJ \ra]3- U25 \a•sa \Ifi]3- 025- aLiERN:.tE.awo ioc= SREEit 1
5- 3z6602 CD: Q- 32f59U1 SCAtdNE06CT 2:7�
S - 3z�,ts�A„} ,
I
:.�; � �
o +oo o +so 1 +oD ROAD 'A' ' +SD z +DU z +sU
HORZ 1" = 20'
VERT. 1" _. 4'
ROLL 2 O8
i
6' RE
i CE
iI
IZ
p
0
4
10
I W
O
�� �°
i
� o
R
o
I A
CJ
i O �
0
�, o
o
� ._
t��SHED� 'i
& CAP '
�lS CRONZ -J
SYMBOL LEGEND
FOUND REBAR AND CAP
SET MAG
FOUND MAG /TAG
WATER VALVE
FlRE HYDRANT
POWER POLE
WATER METER
CATCH BASIN
SANITARY SEWER MANHOLE
SANITARY SEWER STUB
GAS VALVE
FRUIT TREE
CEDAR TREE
FlR TREE
POPLAR TREE
WIRE FENCE
� WOOD FENCE
NOTE
1. ALL ONSITE TREES TO BE REMOVED.
2. ANY ONSITE WELLS OR SEPTIC
SYSTEMS SHALL BE ABANDONED PER
CITY OF RENTON, KING COUNTY
HEALTH DEPARTMENT &
DEPARTMENT OF ECOLOGY
REQUIREMENTS.
n
N 21ST T > �
n r�l-
r�
m
NE 20TH ST
m
z
NF
7
Q
N 18TH ST
0
ITE PL
z �, m
� `:
� z � z
F y
a
r� > <
z NE 16TH ST
z
�� m
VICINITY MAP
SCALE N.T.S.
TAX LOT 334390 -1607
THE NORTH 73.50 FEET OF THE SOUTH 147 FEET OF LOT 244 OF ;C. D.
HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN ADDITION OF SEAT;'TLE,
DIVISION N0. 4 '
TAX LOT 334390 -1602
THE SOUTH 73.50 FEET OF LOT 244 OF C.D. HILLMAN'S LAKE
WASHINGTON GARDEN OF EDEN ADDITION OF SEATTLE, DIVISION N0� 4
BASIS OF BEARINGS
MONUMENTED CENTERLINE OF NE 20TH ST A BEARING OF N89'20'29 "E
DATUM NAYD88
BENCH MARK
C.O.R. 250, TOP OF i/4" BRASS PLUG SET IN CONCRETE MONUMENT 4' EAST
OF CENTERLINE INTERSECTION OF ABERDEEN AVENUE N.E. AND N.E. 16TH I
STREET
BRASS PLUG IN CONC MON, EL= .+07.11
REFERENCES
SHORT PLAT RECORDING NUMBER 2001205001829
INSTRUMENTATION
INSTRUMENT USED: 5 SECOND ELECTRONIC DISTANCE MEASURING UN'T.
FIELD SURVEY CONTROL WAS TY CLOSED TRAVERSE LOOPS, MINIMUM
CLOSURE OF LOOPS WAS 1:2�,�00,
IN ACCORDANCE WITH WAC 332 - 130 -090.
SHEET INDEX
1- socwAlx -I- PLANTER -{ 1 - GRADING /UTILITIES /LANDSCAPING PLAN /PROFILE
° STRIP 2 - DETAII S AND fJOTES
3 - DETAILS
° : d 4 - TESC PLAN
e d
' 2 GnL. WHITE ROCK �`
- � � � ROSE (CISTUS AtBIOUS) �����
° PLANTED 5' O.C., TYP.
' - � ° 4" POT CREEPING ST. c�gUPE
" JOHN'S WORT .� OF. w ';
°� - (HYPERICUM ASCYRON) ,`C',CS c 1
_ � e � � PLANTED AT 24° O.C., TYP. � y � �'
d ° s�`,"� � t �0�1
�l.,it5 (2) STREET TREES PER LOT, t7aa2 �
TYP. (RANCHO COLUMNAR '@>;TS� �i11 I.
�I � e � � SARGENT CHERRY) TONAL T4f''1
. 5' LANDSCAPING STRIP ALONG
I, � THE BACK OF SIDEWALK, TYP. €ISp¢tes ll 30/08
-SEE LOCATIONS ABOVE
f:g .e. I
C a" NOTE:
. ° � � ! EXISTING UTIUTYLOCATIONS SHOVM HEREON ARE APPROXIMATE. ONLY.
° i/ b ®fore yQV- EXAS'FCiT L�R¶ THE CONTRACTOR'S RESPONSIBIUIY TO DETERMINE. THE
CAL AND HORIZONTAL LOCARON OF ALL EXISTING UNDER -
D�9a GROUND UDURES PRIOR TOCOMMENCING CONSTRUC110N. NO
REPRESENTAIION IS MADE THAT ALLEXISRNG UDU11E5 ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBWtt FOR UDLITIES
LA N D S C A f i N G DETAIL 1 =800 =4Z4 =55$5 NOT SHOWN LLRBE OREEYOUDDIG:HO� SOOTM424 P %55� LOCA710N.
NTS AVOID CUTTING UNDERGROUND UNDERGROUND SERVICE (USA)
D710tt ONES: ITS GDSAY REVISION TO APPROVED PLAN
RECOMMENDED CHECKcD FOR COMPLIANO!
FOR APPROVAL / TO CITY STANDARDS ;
ar �Q�aly �AYtw�101 lt,(J� DATE /o,._,r
� DATE (!'
� iJ � Q47E
AS- Q- )�..-t '.�oOJ \ra]3- U25 \a•sa \Ifi]3- 025- aLiERN:.tE.awo ioc= SREEit 1
5- 3z6602 CD: Q- 32f59U1 SCAtdNE06CT 2:7�
S - 3z�,ts�A„} ,
I
:.�; � �
C a" NOTE:
. ° � � ! EXISTING UTIUTYLOCATIONS SHOVM HEREON ARE APPROXIMATE. ONLY.
° i/ b ®fore yQV- EXAS'FCiT L�R¶ THE CONTRACTOR'S RESPONSIBIUIY TO DETERMINE. THE
CAL AND HORIZONTAL LOCARON OF ALL EXISTING UNDER -
D�9a GROUND UDURES PRIOR TOCOMMENCING CONSTRUC110N. NO
REPRESENTAIION IS MADE THAT ALLEXISRNG UDU11E5 ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBWtt FOR UDLITIES
LA N D S C A f i N G DETAIL 1 =800 =4Z4 =55$5 NOT SHOWN LLRBE OREEYOUDDIG:HO� SOOTM424 P %55� LOCA710N.
NTS AVOID CUTTING UNDERGROUND UNDERGROUND SERVICE (USA)
D710tt ONES: ITS GDSAY REVISION TO APPROVED PLAN
RECOMMENDED CHECKcD FOR COMPLIANO!
FOR APPROVAL / TO CITY STANDARDS ;
ar �Q�aly �AYtw�101 lt,(J� DATE /o,._,r
� DATE (!'
� iJ � Q47E
AS- Q- )�..-t '.�oOJ \ra]3- U25 \a•sa \Ifi]3- 025- aLiERN:.tE.awo ioc= SREEit 1
5- 3z6602 CD: Q- 32f59U1 SCAtdNE06CT 2:7�
S - 3z�,ts�A„} ,
I
:.�; � �