HomeMy WebLinkAboutS-328801N
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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