HomeMy WebLinkAboutR-422903A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
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(V SANITARY SEWER MANHOLE x a X U RIM=21.33 O PER CI 4668E 8 5 - - - - s ss Z �'a1
TYPE ll a m I (n IE=18.38, 18'CPP NE VACATED R' RpINANCE # _ - ss ,ti ! o _` w �� :o
RIM=21.49 I a I a IE=18.37, 18 CPP S RENTON O a ss ss x x�os TE
IE=14.65, 8"PVC N a �" �Z 5 / / / = SS ° �'
�i IE=14.75, 8"PVC E l ' 1 CONCRETE a ,� - - ss `9 x o o Ps
BURIED - o _ _ ss / x Z� 8 12 8 TEL 22 2 '22;
IE=14.71, 8"PVC S a I al 3 1 ss T\'
w GAS a I I 1 ` ss / / 2 ti ASPHALT GPsa-�°
STORM DRAIN MANHOLE Q I ss / °
TYPE �01� _ _ cP 2 w X4
R=31.2T ss / -"�
2�� °� 60 so ss / /°a 3 _ = GPs 10.0''s �-� ��
RIM=21.28/,ti �.W 468 F s
IE=15.21, 12"DI E „ „ I Q - ss 55 as iV+�+� ORDINANCE # g0 cAs-' W ER EASEMEN11338 �r o GRAVE oyp\
„ STOP a �, . _ w Ss �1 , ENTON g7112003 �, „E 180.15 - 61 22s6 D 10 C• #Sao I I CO /
IE=18.34, 18 DI S w Ss o ASPHALT x R C NO 19 - GPs 1J*21 p1 _ HP' R CITY f 8�Pl iPER R
�' � _SS 1a° - ' RE ' - %ATED R' INANCE,<# I so
�- _ -:_ �� r�Ix
GNp I _ s a e _ OVA T �R �C 5 Fo 12 WATER EASEMENT
- a - F-A=38°02'27"' r-N45°00'00"E _ %��oo o\�/ RE x _ _ J PER REC. # 9806091338 I 1
w -�1 so a _
s o'xo Mu so 5° I"R=56.49' 111.21' - _ / CONCRETE so g° 5 x 25 J - -- WOOD
x \ I STAIRS
I L=37.51 _ 84' _ w-- %� �- o - ' so a a ASPHALT
u 11 24 „ � a X 2 _ so -,O a �w N
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ram` sD x ��, 10 S�1�21
T, w x o
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a _ a. o GRAV a$ a o
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xo s ���� _ cns' GPs- I _ !�� - - - - -- - I Xo3 + iCAfiiPO �6 BUILD NG BAt
�� x - °°. STORM DRAIN MANHOLE
L� � 3 a d I
c N /
L�O '�- Q � II I N F 6 10 ti -�b TYPE II I STORM CATCH BASIN °' I BRI K EDAR \
oHP / a p� RIM=22.92 I TYPE I
ASPHALT cP I P \ ego 6 ,`L�` IE=19.76, 8"PVC SE I RIM=22.49 I I \
\ ffH / 1 IE=1710 15"CPP SW IE=20.34, 12 DIN STORM CATCH BASIN a RETAINING
l r �1ti BR THEkTON I 14 CED WALLS
sd o ' oo IE=18.69, 12 CONC E TYPE I
„�11°9a x1 I "EMPLOYEE OF �° 60 STORM DRAIN VAULT IE=18.46, 15"CONC W RIM=23.55 m I �2z3 WOOD o YARD
'0 PARKING ® � x o Fo TYPE II I IE=18.02, 12"CPP S 6 I SIR STAIRS- - DRAIN
THE MONTH v RIM=23.59 BLOCK
ao Im z STORM DRAIN MANHOLE
I a / i o IE=19.14 15 CPP NW IE=17.97, 12 CPP W I CONCRETE I
SD SID . o g I I m o a 9 TYPE II I N 16 lCI STAIRS TO 1 / o
"DEAD END" N I STO l STORM CATCH BASIN I TPN J340402820 RIM=22.11 , N I/ BA �T �� 4&2X6„ `'�
MONUMENT POSITION STORM CATCH BASIN ti1�1 3 TYPE IE=14.51, 4"PVC SE 10 BAY CESS X
OF SURVEY x \ I �5 / \ SIRE T ) - A & D RENTON LLC _ DOOR
9404079012 TYPEI 1 2° i i / a M RIM 20.89 I BOTTOM STRUCTURE= 12.36 / N
RIM=20.18 `� N I co IE=19.23, 12 CPP SW 3 PVC, PUMP WITH FORCEMAIN E Q�� 439s 96 N `S GRAVEL.'
OR, NOT FOUND IE=17.72, 18"CPP E 1 x�10 3 ° 2 a999 \� Ix 2°� m I I �p� 2° N o -
IE=17 46, 16 CPP S I o a2a _ o : 16 2 1 23 70 I �, _ 9 , 22 WA TEf$
IE=1735, 12"CMP W I I \ ti 9 TPN 33¢p�Kb2850 = EXISTING I I 22 EMPI X5"MAPV 23
TEL TEL "N Aa BROTHER 10 FAOILLACa9 N BUILDING I CONDUIT I �� \ \ \� g
STORM CATCH BASIN o 1 I a `� C 4 I
TYPE 1 I o 6 I ti� a o QC 0 2 01 R\- I '�- -
RIM=20.93 � I Qx I 1 3 I 0b �' cn 2 4 2X1&4X2 L ' so �i �1" PINE
b (n / I a ) I I Q SD 1
IE=18.16, 18"CPP N I �' w v' °j o 23.28 _ I2
IE=18.33, 12"CPP E 11pg6 ` N a m YARD DRAIN 1 2 5 �� 8 5 o
I x o ) ti°ti a RIM=23.10 Cn 9"
IE=18.19, 18"CPP W I I o o TOP OF DEBRIS 15.92
I N I / w I ASPHALT ) o ag F.F.=24.04 °
1 1 a1 I/ ASPHA T I N 25. ) „
� / I o °'ss � 26 / � 155.11 00 �o° xti�
x�o I I ) 2 7 23 0 I I \
� I � I
z , 28 1 a F.F.=23.88 -' STORM CATCH BASIN I I I I 6' CONCRi
STAIRS
STORM CATCH BASIN I I o I l tONCRETE TYPEI\_BASEMI
9 a6 0 I ) �° 9 RIM=23.66 /
RIMTYPE20.48 I 1n ° 2 5\ U 8 6 m ° S„E 60.04 ' ' IE=19.65, 12"CPP N / I I i \\ I tia ACCES:
�6 �6 °5 A 22 3 IE=19.76, 12 CPP E
IE=19.30, 8"DI S I x 20 I °°. R•O.Wx tia N��� '
I RE INI G
pox I I II I ti, ti VACATED REN N --- - IE=19.76, 12 CPP S z . N " I I WA
Z II N I I 3 I I I �1 35„ PER CITY 313 i - I IE=20.38, 6 PVC W
so I I I Nil°22 E 1g97071 I I
I C� - F.F.=23.87 I i I I I YARD 2c
I I ,„ I°6 64.62 RE -eP °�� a F.F.=24.00 I I I DRAIN
STORM CATCH BASIN U I S77 22 31 W sDl I Go
TYPE I 22. 2X n \� 18.04 \ N , o - N1°22 20 E Ky GRAVEL 21 ° TPN 3340402885 I li I I r I BUILC
RIM=21.65 1 x N `� 15 �° STORM CATCH BASIN I I I
N N �� 8.24 o BROTHERTON CADILLA I g
IE=18.74,12DI SE N � 2- -- = Ss--! Ss--- Ss-- TYPEI I I 1
IE=18.54, 12"CPP NW II //� �1 so\ - CONCRETE - I RIM=22.55 ASPHALT -
I CV 5
// -- IE=20.28, 6"PVC W
STORM CATCH BASIN I / 0 PARKIN I, o s I , p7 11 0 '' I o 2Y
2� / o La I I IE=20.02, 12 CPP N 13 ❑g �, I I cn
TYPEI I I °a 2a� °\ , 5 x o I I J 8
zo
RIM=20.62 I / I' J / so titi9 - 06 o I I I I OI
"I / TPN 33404 2870 w
IE=19.03, 8 DI N titi�g Q I I ��� & 0„
IE=18.69, 12"DI SE i N 2 x ti o +i/x 2p I I so \ I A& D RENTQN L L C / w I �w I I I X X I 22. 2X1&8 1
IE=18.70, 12 DI NW I N �'
J2
STORM CATCH BASIN I w+, nab 1� titi ti2a N
TYPE I IX Cn +. 2 II x / z I zo 10.0'
RIM=23.25 N + Go v I +
IE=1789, 12 CPP N 5\I STORM CATCH BASIN x
IE=1786, 12"CPP SW �� , z I ++ u I TYPEI 5 ti
Q Fo oao �� 2a�a-0 RIM=22.39 L° NO PARKING
36
_ N 2� X w
a� �� o o �, x IE=20.14, 4'PVC N
tiI o� » o IE=19.13, 12"DI NW
N RES RVED MAG NAIL Cn � - 1 -
o c� � SITE WBM # �� v _ice � 6 �
i .�a Q I W >- Q ^ N: 174089.20 \ O.W tia5 _ +'+` �'��
x 3� 3 z ATED R RENT N + + 11 c�
Q v - o o E.• 1297167 08 VAC OF RE z Z
i w a�
6 x N I c' z �� `� - CITY
I N W o a a� ELEV.• 22.95 PER ANCE #4668 0313 , / , , - QED 1 w x 2 6
�' / \ I 69 ORDIN 199707 ' ASPHALT
II
I / I �tixati 9 I I o VACATE R.O.W TON REC N° °a.1 _ _ _ w - + + +
/ \ 3 �� I a o CONC.'a VAS CI Y OF RE p 0' DIA. STEEL x _ _ _ w » , , .. +*+*+*+*,*+*,*+*.
V' NI I N N ^{�°o a X NCE #46 40284 SIGN POST o� _ _ - w 15p.09 NO /a6. ++++++++++++++++++
_ x ++++++++++
I �11 Cn r? I 1 x°RJ ORpIN p 1996061 �� x __�w P + ++++++++++.
C• 14' MAPLE 2�� o �� _w a _,� ++++++++++++++++++
0. \3 eP�xo 8 5 \ _ w 413 4 �� _ ++++++++++++++++++++++
k 5 _ _ „ g _ - .+++++++++++++++++++++++++++++++++++++++++++++++++
I 8 IN GROUND 1° �-'o� 6 4 4'10E ++++++++++++++++++++++++--
9 + + + + + + + + + + + + + + + + + + + + +
T, (L r i w / N1,o2 ' 2 + + + + + + + + + + + + + + + + + + + +
I o �bIT(TYP.)_-6"MAPLE- r 2° ++++++++++++++++++�
�y w �- / SS + + + + + + + + + + + + + + + �•
55 + + + + + + + + + + + + + + + + + + + +�
IASPALT 5 a5 2°i BP w x 9 si ,,'++�++ TELEPHONE +++++++++++
/ o ' s - - + + + - T + + + + + + + +�
tio2ti5� \ _ x x 2�. 260� -' _ _ - w 20� 6p.03' ss �o .*+*.*_ RISER +`+ + + ++*+++*++�.*�
I \ / -6 • ' w X ° ss - ' N SANITARY SEWER MANHOLE * * * . . , * * * * * l�
SANITARY SEWER MANHOLE I ¢ I x I _ _ a°� - i s ue, - + + + * + * + -+ + + +
ti� _W 5 9� ��+ +++++++++
I 3 _ /�� +++ TYPE II . +++++ . +++++
TYPEII o I - w x _ Ss s8 y /` . jE *+++* `+*+++ +*.. RIM=23.23 . *+*+*+*++++++++
RIM=22.92 N 4 j "23' / *+*+*, ;1. + + + + . + + +
15 MAPLE ++++* �, +++++*++++ IE=1707, 6 PVC E
IE=15.70, 8 PVC N 69 x 4 3 94 -
x � •�
IE=15.85, 8"PVC E 2�.CD
S.W
. 13TH ST• N
CTH � 5
I
IRp AVE')
_ � I
v a
OTS RM CATCH BASIN
TYPE 1
RIM=22.71 N 6/
IE=16.69, 18"CMP N x
,r a�•,n anni,n nor ��I
So- -_'tip 82.6 „E 41 EC r ++.. 2� ++ ++++++ .IE-17.01, 6PVCS
0 0 B _ w o X L 2q' 10 !�,
* .. * ++++++++ +
0 1 - ' ss NJJ* • , a PEE`- 1+�, AI . ,24 +��IE=1719, 8"PVC W
s / G� S 14 M � _ + + ". .PA�RK'ING"
SS�1 X �r + + + + + + + ++
ss ��?' '{ _x TES / + + + . + . + . + _++++++++++ R 0 W
x X 2 . tF1 " " . . . .*+`+*+`+*+`+*++. ATED NT°N
3� NO PARKING . + + +� VAC TY of RE
LEGEND
FOUND MONUMENT AS NOTED
®
CALCULATED MONUMENT POSITION
OO
SURVEY CONTROL POINT, AS NOTED
0
SANITARY SEWER MANHOLE
❑
STORM CATCH BASIN
o
ROOF DRAIN
D4
WATER VALVE
®
WATER METER
,Q
FIRE HYDRANT
C
HOSE BIB
10
IRRIGATION CONTROL VALVE
-0-
UTILITY POLE
�-
GUY ANCHOR
0
JUNCTION BOX
JUNCTION BOX
LIGHT POLE
®
ELECTRICAL METER
TELEPHONE CABINET
FF
FINISH FLOOR ELEVATION
n
SIGN
o
MAILBOX
TPN
TAX PARCEL NUMBER
®
EASEMENT REFERENCE NUMBER PER
TITLE REPORT NO. 215090-TC
®
EASEMENT REFERENCE NUMBER PER
TITLE REPORT NO. 215091-TC
+++++++++. E CI 10
. . . . . + + + + + + + RpINANCE g 6111 284
++++++++++++++++++"*+�* /IIII�
REC. NO. 19
Ig x 29 24.0�`LN . *++++ + +
�31 3 o ++
\ +++ 2�
ail@ x I �, +++++ x TSTORMYPE I CATCH BASIN NORTH
TOPOGRAPHIC SURVEY (PRIVATE AND PUBLIC) HORIZONTAL SCALE: 1"=20'
20 0 20 40
SCALE:1 "=20'
• Call 811
• ® two business days
before you dig No.
REVISION
SURVEYED:
DESIGNED:
DKM/RJJ
DRAWN:
KLK
CHECKED:
DCD
BY DATE AP P R APPROVED:
DCD
SCALE:
VERTICAL: NAVD 1988 •
AS NOTED HORIZONTAL: NAD 1983/1991t.R CITY OF
RENTON
ONE INCH DATU M Iftmov
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
BOUNDARY LINE
RIGHT OF WAY LINE
VACATED RIGHT OF WAY
LOT LINE
- -
SECTION LINE
-
ROAD CENTERLINE
sD SD
STORM DRAIN LINE
ss ss
SANITARY SEWER LINE
- W W W -
BURIED WATER LINE
GAS GAS
BURIED GAS LINE
-BP-BP-BURIED
POWER LINE
TEL TEL
BURIED TELECOM LINE
-oHP-
OVERHEAD POWER LINE
- - sD - - - SD
RECORD STORM LINE
- - ss - - - Ss
RECORD SANITARY LINE
- - w - - - W
RECORD WATER LINE
- - GAS- - - GAS
RECORD GAS LINE
- - - - -
LANDSCAPE LINE
^
CHAIN LINK FENCE
WOOD FENCE
ASPHALT SURFACE
a °�
CONCRETE SURFACE
GRAVEL SURFACE
sitts&hill
I
�L A. �102 CIVIL I STRUCTURAL I SURVEY
WA._ �� 4815 CENTER STREET I TACOMA, WA. 98409
v Q• PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
0
�o4.. Project No.: 19480 Project Mgr.: DCD
44639 4�I
�sSIOCISTER�}4 Proj. Engineer: DKM Proj. Drafter: KLK
NAL A
�O R-422903
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Wanders 05/08/2023
BROTHERTON BUICK-GMC - RENTON
TOPOGRAPHIC SURVEY
(PRIVATE AND PUBLIC)
DATE:
FIELDBOOK:
PAGE:
DRAWING NO:
CO. 1 BB
SHEET: n OF:
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