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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
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i
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R
o
I A
CJ
i O �
0
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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
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