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BASIS OF BEARINGS:
BEARINGS SHOWN HEREON ARE BASED ON THE BEARING
BETWEEN CITY OF RENTON CONTROL MONUMENT ID NO. 1872
AND 10 NO. 1227 BEING NORTH 20'09'04" WEST RECORDS
OF THE CITY OF RENTON.
REFERENCE SURVEYS:
ROS 1: (REC. NO.. 199503301293) VOLUME 173, PAGES 11-14.
ROS 2: (REC. NO. 8811179001) BOOK 63, PAGE 243:
LEGAL DESCRIPTION:
E OF THE NORTH 07 ET OF THE SOUTH
THE EAST 526 FEET N 2 FEET
525 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST
QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST,
W.M., IN KING COUNTY, WASHINGTON.
NOTES:
1. MONUMENTS LAST VISITED 1-14-04.
2. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT
Q,r A CURP,`;^1T -T%TEE REPORT AND THEREFORE DOES
NOT PURPORT TO SHOW ALL EASEMENTS, COVENANTS,
CONDITIONS OR RESTRICTIONS, IF ANY.
3. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT
DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE
BE DETERMINED.
VERTICAL DATUM:
NORTH AMERICAN VERTICAL DATUM OF 1988.
BENCHMARK:
CITY OF RENTON CONTROL ID NO. 1872
FOUND CONCRETE MONUMENT W/ NAIL IN CASE
AT S. 192ND ST. AND 99TH PL. S.
ELEVATION = 319.47 U.S. FEET.
SITE BENCHMARK:
SET 600 NAIL IN UTILITY POLE
ELEVATION = 216.71 U.S. FEEL
CONTOUR INTERVAL
2.00 U.S. FEET.
SURVEYOR'S NOTE. -
THE LEGAL DESCRIPTION FOR TAX LOT 1312305-9125 DESCRIBES THE EAST
526 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER. THE
ORIGINAL LEGAL DESCRIPTION FOR THE PLAT OF GENEVA COURT DESCRIBES
THE WEST 794 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST
QUARTER, RESULTING IN A t 10 FOOT OVERLAP ON THE WESTERLY BOUNOAR)
BOUNDARY/TOPOGRAPHY SURVEY
PERFORMED BY KRAMER &
ASSOCIATES
11EET NI DEX
BOUNDARY/TOPOGRAPHY MAP
' GENERALIZED UTILITIES/DRAINAGE
CONTROL/CONCEPTUAL
GRADING/LANDSCAPING PLAN
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— WALL PROFILES & CROSS —SECTIONS
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FILENAME: 2586-002
XREF:
PLOT DATE: PLOT SCALE: NOTED
PAPER SPACE: YES STA. JOB NO: 2586-002
CD: MSK
G:\2600\2687-001\dwg\2687-001-ENG-042709.dwg
05/04/09 02:44:39 PM
PDT
SURVEYED:
SCALE:
VERTICAL HAV . D 1988
NAD 1983/1991
DATE.
04/27/09
DESIGNED:
1
1 "=30
HORIZONTAL:
WILSON PARK
3
REVISE LOT 12
JEF
4/7/10
WSH
Baima & Holmberg Inc.
FIELDBOOK:
DRAWN:
MSK
ONE INCH
ROAD PROFILE
PAGE:
2
LOT REVISIONS, ADD ROAD TO NORTH
JEF
1/11/10
ENGINEERS & SURVEYORS
DRAWING NO:
1
LOT REVISIONS, ADD WALL DETAILS
JEF
1/23/0
CHECKED:
AT FULL SCALE
100 FRONT STREET SOUTH LISAQUAIL WASHENGTON 98027
PH. (425) 392-0250 FAX (425) 391-M55
87 26-001
v"SH
IF NOT ONE INCH
NO.
REVISION
BY
DATE
APPR
APPROVED:
SCALE ACCORDINGLY
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FILENAME 2586-002
XREF:
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PLOT DATE: PLOT SCALE: NOTED
PAPER SPACE: YES STA JOB NO: 2586-002
CD: MSK
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G:\2600\2687-001\dwg\2687-001-ENG-042709.dwg
05/04/09 02: 44: 39 PM
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VERTICAL- NAVD.11988
HORIZONTAL NOD 1353,/1991
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04/27/09
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11 I \ I 80 / I \I 0, I I / I. , .--., \ \�,
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VERTICAL DATUM:
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t I I i O I I I I I I ; t. i FOUND CONCRETE MONUMENT W/ NAIL IN CASE
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REC . 0. 20080 00�_ 018 1 / I I I I v I I , "I 1 L , , r,. �, I DRAINAGE STRUCTURE: URE AT s 192ND ST AND 99TH PL. S.
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`'_ I` / :` l \ �' \I N ; " ` #7 AVOID CUTTING UNDERGROUND
1 µ �\ FOUND CONCRET MONUMENT
a N o .:I l f/ { N88 26 28 W 2616.40 (ROS 1) UTILITY LINES. ITS COSTLY
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EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555.
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EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
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BASIS OF BEARINGS:
✓/ I '\ \ ' ' ' \ 1 1 \ 1 I t \ I \ ,� �` \` \! , r l X� \ \ \` \ \ // \ BEARINGS SHOWN HEREON ARE BASED ON THE BEARING
1 I 1 \ I I \ \ I I ` T95 / BETWEEN CITY OF RENTON CONTROL MONUMENT ID NO. 1812
co Pe ! 1 ` I \ I I ` 1 1 1 I 1 I I I { \ \ \ ` I \ C + L, 1 `, \ T94 ^` AND ID N0, 1227 BEING NORTH 20'09'04" WEST RECORDS
0 OF THE CITY OF RENTON.
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x - - - - - - - - _ _ i _ -- ---I- -- , II --' I \ ` , \ \ 1 \ \ \` g 1 p,\ ` \ I 1 \ \ ! REFERENCE SURVEYS:
06 7.1 _ j �� o , ` • \ \ \ \ 1 ' �,_, i) v'� \ \ , \` ` _ j ROS 1: (REC. N0. 199503301293) VOLUME 173, PAGES 1 1-14.
w 'i ` 1 1 \ \ \ \ , \. \ \ _— -- ROS 2: (REC. N0. 881117900 1) BOOK 63, PAGE 243.
.
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_- T118- _
(a x o T1 6 7 ` \ \ ` _ _ ^ I I \ \ / THE EAST 526 FEET OF THE NORTH 207 FEET OF THE SOUTH
m I _ ° 1 N f T 175` �� \ \ \ \ \ ( t S.E. 114, S.E. 1 /4 0 - I\ \ _ \ / I 525 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST
T 160 I I '� t ;'\ , j \ °� T 1 76—\\ e QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST,
I — \ \ \ I \ I.. ( \ ` �O i W.M., IN KING COUNTY, WASHINGTON.
1 ; I _.I f1-� 6 ° \ \ �\ T 170 I <<s, \ \ \ } I I 1 \ `
, NOTES: I
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I I T174 ` I �o I `� , I i I I 1 III i ( I \ \` I l ( W
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OD J T 164' 165 i, 1 \\., \ 1 I \ \ I \ 1 ; 1 . :; ,f OF A CURRENT TITLE REPORT AND THEREFORE DOES
RI T159 , I I T171. N ° / \ . ,\ Q1; :fti/ I o �o
i I f' o :1\ NOT PURPORT TO SHOW ALL EASEMENTS, COVENANTS,
T 163. l
LU T 179 CONDITIONS OR RESTRICTIONS, IF ANY.
0
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; DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE
i % T 1 >8 I I T 172 c� o o I II M
C1 BE DETERMINED.
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' � '" 150 �' , 1 I � / ° ° i I I , III I CC)
RENTON SP 059-851 I I i N U7 NORTH AMERICAN VERTICAL DATUM OF 1988.
° 0 1 I I \ ° T 137 7 / I o Io ; #,
T 154 (5 °.OAD A�,17 I 1 T 138 I o / o I I I I I f I O( �u r7 I , I % BENCHMARK:
1 T 1 `, L I EAS MEN 1 \ 1 I / T 13 I T 133 11 T 131 I I CIS I I I i I i, t CITY OF RENTON CONTROL ID NO. 1872
�� 1 1 I I I / T132/ I I 1I I I I( I I I I I !% I DRAINAGE STRUCTURE: ATUS.D192NDRSTEANDN99TH PL. SNAIL IN
' 'REC. 0. 2,0080 7OO2Q 1 S) ° ! TL 312305- 9119 / / / / / I I ! I o I ; , I I I (I ; I Y \r, i O - ELEVATION = 319.47 U.S. FEET
1 T 140 I # / l / �° I I I I I, : 0 3 INGR S G S I ; I. / I II: SSMH
`I. \ T151 ^� T139 I / 1 II! 4 E, ERE�S j {
{� T 93, 801 ± SO. FT. RIM = 231.14 SITE BENCHMARK:
I \ \ �) 149 I I I I 1 f III , &' UTILITY EASEMENT I III I I / ; I 12" PVC E= 222.7s
SET 600 NAIL IN UTILITY POLE
2.2± ACRES �� l l I I I I I( I I 12" PVC W.= 222.64
REC N0 7510220588 I ` �` `, ELEVATION = 216 71 U S -FEET
- i I l ' l T130 I 11 I) I I I
\ L T 147 I / ) I 12. SSMH
1 T 141 I i // T 129 I / l I I I I 1 I \ I I! i RIM = 278.96
T 152 \ , , 1 I I LOT 2
aLL, - \ \ ` ` ° I I 1 I i I / o I 1 I I I i I \ \ ' ! I ( `I 12" PVC N.E. 273.33 CONTOUR INTERVAL:
I i , l / 1 I \ I I I ,., I RENTON SP 059-85 .12 PVC S.W.= 272.96 2.00 U.S. FEET.
T 146 1 I T 142 I( / o / I % I 1 l 11 I \\ .\ \} I I III I II 1
\ \� 1�I I I ! L l l l i1 I I ! I
a fo \ I I L ..r I I //3: IE 8" ADS = 287.75
\ „, \ �: _ \ T 148 ' I o - I / ✓\ / 1 1 % I I \ I I I SURVEYOR'S NOTE:
} �;_� �,4: IE 12 RCP = 231.74
1 I T 145 I I I T 128 n ! I ` I THE LEGAL DESCRIPTION FOR TAX LOT 1312305-9125 DESCRIBES THE EAST
Q e J \ 11 I ! V / ✓ i I I I I 1 \ \ ! ! I I ( 1 I5: IE 15" ADS 225.89 526 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER. THE
p 11 I \ 4 I ! I I I. I I I/ 1 I I I 16, 7- \ I I F--- -I :. I I I CB
ORIGINAL LEGAL DESCRIPTION FOR THE PLAT OF GENEVA COURT DESCRIBES
\ 1 1 I I T1 2 7 n) I ! ! I I x #6' THE WEST 794 FEET OF THE SOUTHEAST QUARTER OF THE. SOUTHEAST
., ``' \ 1 \ 1 1 o I I I o I ( I'v I I I \ - - - - _ I I I I I:' I i [_.� I RIM = 311.44 DARTER RESULTING IN t70 OT.OVERLAP ON HE WESTERLY BOUNDARY.
\\ t� I I I I 1 I I I\- - I I �€ �/ 12' RCP S.E. = 309.84 Q A FO T R
T 144 T 125 12" RCP N.W.= 309.26
\ 1 1 T143 - I I
I T126
Z : 17. ce SURVEY
BOUNDARY/TOPOGRAPHY
0° _., \ I I I I I I I + . RAM = 318.46 PERFORMED BY KRAMER &
, 0 5 10 20 30 I . 12" CMP S.E. N.W317.08
12" CMP .= 316.78 ASSOCIATES
T 1 12 I`,!
` 1 I I 1 T1191 T124 i I T123 T122
o \ I I I f
#3 \ I i 1 % z SCALE 1 " = 30' ys: IE s" RCP = 314,79
o
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I I T 118 ,} 1 I I I ( r P /'�. I 1 I 1 \:.:: ' SHEET INDEX
1 j i I cS' l\1 I:I I I cl
j__, I �� \I: ! 1 - BOUNDARY/TOPOGRAPHY MAP
T 100 \ \ I j I T 1211 j �. I
O 11 I 1 I o 1 T 117 I I \\ I \ � __ cb ._ t=' �'1 ' I 2- GENERALIZED UTILITIES/DRAINAGE
\ \ 1 T 11 1 1 I I I 1 \ \ I :'I t CON TROL/CONCEPTUAL ti
o I } } I I 1 II \ 9 R✓ O f r ) I } \ 1 i \ ! t .. (-- ((� �� }j;\ T a v) ..
r,� \ I �t I 1 I t I I I I I o f l- I I \ I GRADING LANDSCAPING PLAN
o4_1 f j �,j \; '`� T 102 . 1- I 1 I I I I >t 1 I i \ �9 <�✓ / �_- 1 �, J _ / J ,�
\ o o I 3 ROAD PROFILE
\ _ T101 , T116 ,,
o w o \ \ 1 \ I E Q / ( I `Jo - WALL PROFILES & CROSS- ii3az 4
o '`; T 103 I T 110 ° I T 114 1 1 I I I :\ 1 w, �, � I 4 �J Divis d
\ \ 1 o I 5 - TREE INVENTORY RETENTION PLANIs� �v
o J \ i ` o ` i ' I ° I I \ ° / I v ` r� `' ' I / S'S j G1
— � 1 1 i C,
o Q T - - - - - - T 104 ; ��,, ° t 1 1 1 1 �'�6 ;7 y. \ SPHAL T EDGE A1�J °N
r
o O /` AL
1 I «) `fl I T 105 I ,\� ��� �, �'�\ l s\ / J ,' 1 7
Of TI \ i ;- 5 -_�_- �,'�, �,' T 1 9, \ T 108 i « N I I Q Q , 0 o N88 26 38 "W 116J4 ' \ ��;��\, ° T 107 \ ,r
a a l j \ \ cv ,n c , T 106/,
C c l
vi Vi S 55 ''.ST. ,'y\`� I ` \ ��� \, ' o �, ! ! I I I / ,:�� Q G� �� I \\ ! - - �� I ; NOTE:��
0 0 2132.03 , , I 'l\-J ' s, I I! I i , / , I Cal
N N to I ® / EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
w w \ — —- —�I ` — �. 1 I i 129_12 ' I ! 11 / \ 1 \ �� I before �/0tJ IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
�...._.. .92. , i � � I— __ 1 — — _ — _ — /\,, I ` � � , EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER
.__I J _ _ 1 y�-'-` I -4 +-•--�-•-_..� �� _ _____ _ ! ( � 2 - _ `, ,, / � _ 31 %32 D� �• GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
` —
;' I I I \ N �>'•t7 ' REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
(��— I i� j/ 1-800-424-5555 HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
N88 26 ;38 "W 2616.43 ' (MEAS.) �- ---
/ r-� I -A •I (� % `�/'v.,,� --'"6 5 UNDERGROUND SERVICE (USA) NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
\ #7 AVOID CUTTING UNDERGROUND CALL BEFORE YOU DIG: 1-800-424-5555.
c ! FOUND CONCRET MONUMENT UTILITY LINES. IT'S COSTLY
,a � / / -v / � N I I N88 26 28 "W 2616.40 (RDS 1) ` \`
N .- o i ry
r
z q, &I -WAIL DOWN 15
rn
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jr- I NPORTION OF THE SE 1/4 OF SEC. 31, TWN. 23 N., RNG 5 E., WM �- SIDEWALK. STRIP
^1 a ~I~ PLANTER
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00
g� a N s� � N CITE -OF RENTON, WASHINGTON ; a
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\ I FOUND 15 " I Rt;8A AP �'rn o� �� yr�°° o < i 5> �, r r N �� c� �U
i } 1 �l g r� +' i r� I O r cs
\ \ �» ► »? i ( ! / �`�' I I SET 'RE AR t ,�,� r) "I FOUND 5�8" REBAR &` CAP c3k'6'�'
W � \ CPS 23 0 I 1 1 .1 j ? , i ( FN. LINE, S. 525 , S.E. 1 4, S.E. 1 4 I i AN C P t 1 i f I » / \ \. \ a
(� I >, I / / LS# 11032T T P. RETAIN NG WALL CRONES 29537 0.39 N. , \ \1 O
` 4" POT CREEPING'
-------------------------- � i N i / TOP=366 Z a a: •
a Z -- `` I I I , 1 �, ( f S88 26 38 'E 515, 45 ' I I I 1 I I ? 0.15' E. OF PROP. COR. 1
{ I 1 / I \ I ° ST. JOHN'S WORT
Z Q E. LINE, W. 794, �� �� \ I I 1 i ! I I I I rnf \ ` / / I \ (HYPERICUM ASCYRON)
{ I I I / / / / / TOP=3 8 TOE=361 a
N — J J S.E. 114, S.E. 114, \� \ \ ' i ' I I \ \ I t I 1 I I ,TQE=3 0 O o 510 20 30
/ \ \ ++ 1 I � 1 � - - ! % _/ a• PLANTED AT
PER GENEVA COURT JSF
,24' o.c., TYP.
SCALE 1 = 30p I I --/_;�- - I 1 2l i5 OQPERY WEST WALL s'I V I /II �:i I \ ZIII/ \ d 2 GAL. WHITE ROCK
U)a 16 TOP=270 i { I I I I I I l I �� I I/ / / jII 1 I{ 1I/ /J�� ,UOROSE (CISTUS
W a TOE=252 I I i 1 I I I 1 I 1Q I I 1 1 E, 3 // /, I aV 07
.J ( `y ALBIDUS PLANTED
I�q4Is �t 1 I I ,, , I \ � $ , ,` �; ���x 1 �,.',,�,� ' F � o _� ;' ,,�� DRAINAGE STRUCTURE: a � �lI I I5, I 5, 4' 0 S` Ft I t � i, (. , �; I // O ,CL Z O p �-� l) / I I j I Q q - I 6, 69 Sq Ft / S O.C. TYP.
O I`4/1: SSMH 'n--------------/ % 1 I I { I I I 1 Ir{I I / / /' / RIM = 231.14
OIII�`,�` `��/I/�lZ V p r 13,60 I 12 PVC E, = 222.76I
(� Z 12PVC W.= 222.64 4
p J � 1 �= f � I f, i �, _{ —�--- — i I
O a 1 W' I 5,0 OPEN SPACE �� I �- 1 - _ - _ - -I - _ 7 - r I I - ?� -i \ ; I ROCi R ! I I / % #2 SSMH
I EASEMENT? -`- - -1
.J 0 J 1 J� c, �o N 1 - -! - - - - J }vd ° 1 I RIM = 278.96
W � '\ a, I �' I /,• �, �z� o
1 i c� I 12 PVC N.E. - 273.33
i \� I (4,:884 Sf) I
N 10 i \ �.� I /y- n�. `�''. - =�- `•.\ fo II I I S` \ I f' 12" PVC S.W.= 272.96
W J Z Z 0 I ► d i 11 I .. �`
(� I /� !' •° • 't - ° • " , • ..)• L• -' . , ,a t �x+' nr:: y`" „
v .J
Q p---------��----------�- IIoI / !� I �' / I' e a Q Q" , I I ► Q, r , # rE s aos - 2s7.75 LANDSCAPING DETAIL
a G -�� ::' '::- - e ; us o� \ / #4: IE 12 RCP - 231.74
V I I n ,> a Y .. a I \ °
1 \ O /
t x ,< I i T
_.: . , t
SD
\J WEST WALL ADS 225.89
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I ". M. _.. , ,. . , a ° .,�.SS. � �.,r �- �' CK RY RIM 311.44
\ , --: .6 -- e ( .."3 .., *• 2- .. .: '� t"". ,✓N. .. .'�C+ .,� T ¢ -,,.; rf��.1.. -, j8 rn .max .! .. ..K
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r/ V _ \ , ._- :cam ,: .h..,. ..ram a.; .,..r,..,t,.,.. ,. sa, :.,, r a ,s:. ? r•:•, - � - i, ,�6<,xr I. Q
12 RCP S.E.- 309.84
O 13' 13'
t
14 z �� 1 �.. r> frr >. 1 \ I / 12 RCP N.W.= 309.26
ff�� • a.
tit`S '- - 3 ii'p '3 \ `
8' LANDSCAPE
J ,, ` O y I 1 t I t1 I2 a� 1 STRIP 0.5'
.
a u \ I\ \ \ 3� i I{ j I- j I j \'� I I \ 5 F\ // e # ' 0.5'
�� 7: CB 2 15,
Z -
----------- - -`o'a �`" - \ _ ^\I \' MI I I - ------ I---- I- \ \ APPROX. \I `I / / RIM = 318.46
»-'T —•� — •� `\ \ { 3=� , I — — — — — — -: „c� 1 T,OP 326.. \ �- _ '\
V I x 1 /
a m FOUND 5 8 REBAR & CAPS \ I , I - - - - - - -► - - - L\ RIVEwAY I = _ 12 CMP S.E.- 317.08 2% 2q
C � � � \ I` .'�• q �� �' ��� r< � 1 1 I I � -� I I � 1 - - - - `�� �, �`� \ � TQE 28_ -�... / / 4 12" CMP N. 316.78 � �
-
x „CPS 22330' \ , ( OPEN SP CE I ' i 1 LpCATION, TYF�� ` \ — ~ ��/ Y"A.
o �• /I \ 3t. 1,,90 S Ft 1 1 1 I 17 5 - / CONCRETE SIDEWALK r?�
a w I f ? 1 \ \ 1 I { 1 ( ` ? 1 I \ \I- — — — \ / ��� 8: IE 8' RCP = 314.79 VERTICAL CURB &GUTTER ASPHALT
13 TOP=2Q' ;/ I 1 \ ��` ` \ \ \94 S 1Ft I o \ \ I\ \ T -�` / t #
a I 4 q 17' ; s.51\ I \ \
T E= 5 - EN SRA E
v 1 1 1 1 I r/ i r 1 51S t \=r \ 15' BSI36 I 4,500 ISq Ft� I \ 5; 96. Sq_Ft I I ROAD A
I \ + ( )
I ` I \ t r ; ' .I - \ \ `\ I - - 1 - c_rs 11 \ \ ' I \�A- I ONSITE
1 I \ ;,� _ \ ,, \ 34 NTS
TOP=? 6 ..,.-, i i fl �� — — — -- — L —
a3 i t \ \ 4 — — — I \ O
y 5;; T I — �- 50• ROAD &
TOE;=,2� t .
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' 0. 1 1 e ,� \ _ . \ \ / \ ' ' 8' LANDSCAPE
1 {: _ .s� -- - - \\\ \ S. LINE, N.. 207 S.
525 STRAP
S.E. /4, S.E. 114 `' 6' f ��� I I��RE CY VEHICLE 'GATE
0,7 I`` ITH \CLICK ENTER SYSTEM/ /
2) STREET TREES', PER I y; �`� `�' L I Q
,_-f, .: ' 1 1 -' Lj CONCRETE SIDEWALK
T UANDSGAPING , / ASPHALT
O W� I \ I I a€ I , - 1 / s ``'�VERTICAL CURB & GUTTERS
o I 1, ` f SEE DATA L \ \\ `! ! 1 // / ( o ROAD A
CID/ /
j )iA- / �s ! % ��� , 1 I \ \ \ I \ 1,: L I ` / \ o Cp _ (OFFSITE)
NTS
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1 g' s \ O srt: I �,�
/ r , I I ? 1 { C� �.J 26' RAW
� I j � � �'-"" ,� � I � % / ' I � , ` I I 1 / 4 \ _ 30' INGRESS, EGRESS
G q c� ,� I \ t�> C5z & UTILITY EASEMENT
= t3' I I I J 1 \ I / / / I I , I I �� 01 rr) I , i h, 3 \ . 10, 10'
cr o Z W o I I! i I t t. 4 ` / / // I I , I I I I I I/ I EMERGENCY VEHICLE 10.5 10' ,o'
0 1 I / I. 1 , . / , 1 I I I I , I / / . ACQESS 5'
M 20 �, / I ' y { .. - / / . . . ! 1 ' I i I { LOT 1 i I t i x� �i\�I \ C.,� I O 0.5' -,► .�
Z U / % ; r 1 / / / / / I i ! REN TON SP 059— 85
(50. R o i i 1 I f I `�� ��t? ,• 2 °
1 / , '. E � T c f?� d #'`� ,. •i 1. 1 I / / ' / � I. I � - 1 II C �' I .. _I l' . _ ,,� .x�� ti ..f#�4 � '�-r-.f'trl +`,: .:�,
/ UT'LITY ! ` Y
IR , C. O. 200803 2 ' '^` #r r �� , 1 1 I I / � / / � I I � �1 CONCRETE SIDEWALK
- , t II I € \ ASPHALT VERTICAL CURB &GUTTER
I TL 312305 9119 1 : , ASPHALT
7-(0 i # / l f �° , I I 1' 3Q INGRES EGR��SS {
wy. I 801± SQ., F.T. i. ; do UTILITY EASEMENT I I 1 + r I (� '41( ROAD B ROAD B
l '. 1 Cp I 1 , (ONSITE-SOUTH OF ROAD A)
1 2.2± ACRES. (o ! l ; I I j t, I
? I REC. NO. 7510220588 I a y p"� NTS (OFFSITE)
1 I I I 1 L I NTS
M.
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\ I FRAMES, GRATES AND ROUND SOLID COVERS
{ { \ \ I } 39.5' R.O.W.
\ t 1 J 1 1 \ 1 C> I .> I MARKED "DRAIN" W/LOCKING BOLTS. (TYP.)
\ \, .\ ,x I 1 � 1 1. j l l I 1 � i �� •. r ,
\ •I 1 1 I I co I I 1 \ ` I I _. ' L ? FINISHED GRADE=253.5f i
\ ' I 1 ✓ I I (27' DEPTH TO BOTTOM) 1 5'X10 ACCESS
Q J \ \ I I 1 ` 1 ' ` 1 { ? / I ( 1 \`\ \ { { I I rtl i , FINISHED GRADE=243,4i GRATE, TYP. 13' 13,
-) `' I 1 \ 1 { -OVERFLOW FREEBOARD (20' DEPTH TO BOTTOM) l I ✓\ 1 \ I I I I FINISHED GRADE=237.1f -•- 5' S•
o N \ 1 1 1 I' C _ _ - - - - - x ` I : ) . t 14' DEPTH TO BOTTOM)0.5'
\ w � k.. \ ,I 1 / ! / y I ` \ _ I I I (6" MIN.) ti (
N 1- \ \ \ '1*� I 1 1 I j /I ` - , ,I i I y 9% ROAD GRAD E
N \ Q 2.5'
1 D 2 ° 0.5' % 0 5''�
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CONTROL 1
w w m is� 1 1 1 1 1 I I / \ \ ✓� / µ ,, .i ---------------------- ---{ Fez#
o-, \ I 1 ? I . \ \ \ l I I ( L., I _ STRUCTURE
\ i I i 1 t I \ r \ \ !` I . , I INV= W.S. ELEVATION = 235.25-� 7 25' DETENTION SHEAR GATE CONCRETE SIDEWALK ASPHALT
�'INfiiii t
� \ \` i s f r y 1 t ' I I + �' \ \ G T---\ ` ` I ' I I r �. I . 228.00 , VERTICAL CURB : & GUTTER.
I I 1 2 �/ i/ \ \ I I € I • 0.5% MIN. STORAGE7�
! ATI t:: 1 1 .� i I .1 I 1. 1 .. L D \ \ s> I IPT\= 0 51! 9 I — ROAD B
\ 180 x28 COMBIN 1 Q C o� \ I, _ INv=22s.00 12 sD
0.5% MIN.
1. 1 1 Q I — — �— — — (ONSITE-NORTH OF ROAD A)
CONSERVATION FLOW CONTRO I\ �:.. x I 1 t i 1 1 1. 1 \ \ I I 1 — -
? ' ,.\ \ �`', , J'I I I 1' AVERAGE WATER QUALITY STORAGE NTS
BASIC WATER QUALITY VAULT , 1 t j t 1 ? ? / 1 1 I `' '.A . �I r t1 ` �o
\ ,:. I I �TD. GALV. UPE'
N \ \\ 1, ..: 1 1 1 j % 4' l .;,h! LADDER OR STEPS
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d p \ j, L -0; j I \. c G / _ II 1' AVERAGE SEDIMENT
4' AVERAGE WATERi pF WAs , .
o \\ \t>-f�� x. Cy x I , 1 QUALITY STORAGE
\ F I' 1 1 1 1 I 1 1 \ ✓ '/-- ..._- ... �� ' \ STORAGE DEPTH
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0 o w o \ INV= `� ? NTS
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a , 1 k \ ,� cv Q� 1, -��
V) t ,S 5,5 \,S T. �' ° `` �� �\, I I j 1 / �`� �� I �\ { _ ��� 7 1 NOTE: -
Z ' 1 i\ 1 j i I t CONNECT TO EXISTING / / / i.. I Cal
'
Z \ y Fir. -
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o 32.03 -- 0-`-'-� 1 x 1 1 N 00 ? I I ® SOOS CREEK WATER/SEWER \ I` 1
129.12 ' i / before yoU EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
o w w �— , ` - - S , - -1— I { DISTRICT 8" WATER MAIN \ / 1 IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
I \ 1 2 92 92 _ 1 1 -� _ �' f I
- - - , . s �.:.. cry - - - - _ _ _EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
o 00 J o \ 1 �`- �il 1 t - - 1.. It t� I I _;- ��o - - - \- / - .` �_ _ 31 11,32 D� g• GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
o O O - - "�. S -� n,
C\j{' "` / REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
i { 9� N nl I , \ a 1-800-424-5555 HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
N O \�T \--' �O I I '� \� 0 ' 1 cv N88 26 38'W 2616.43 (MEAS.) �' j1 F_� ---6" '5 ' UNDERGROUND SERVICE (USA) NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
W N �,, o `�, �- CONNECT;yT / I i �. \ / �I\ N I N88 25 28 "W 2515.40 ' (ROS 1) I 1 �� FOUND CONCRET MONUMENT
AVOID CUTTING UNDERGROUND CALL BEFORE YOU DIG: 1-800-424-5555.
z EXISTING SEWER MANH LE t f / I j UTILITY LINES. IT'S COSTLY
(; 3 W/--NAIL DOWN 1, 5'
FILENAME: 2586-002
XREF: PLOT DATE: PLOT SCALE: NOTED PAPER SPACE: YES STA: JOB NO: 2586-002 CD: MSK
G:\2600\2687-001\dwg\2687-001-ENG-042709.dwg 05/04/09 02: 44` 39 PM PDT
-
-
SURVEYED:.
-
SCALE:.
1 n=30
_
vERnca.: NAw lssa
HORIZONTAL: NAD 1983/1991
_
DEIGN WSH
Balma & Holmberg Inc.
2
LOT REVISIONS, ADD ROAD TO NORTH
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ENGINEERS & SURVEYORS
100 FRONT STREET SOUTH ISSAQUAH, WASENGTON 98027
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LOT REVISIONS, ADD WALL DETAILS
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Ft
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BAIMA & HOLMBERG, INC.
165 NE JUNIPER ST., SUITE 201
Ull
KE
ISSAQUAH, WA 98027
_(T-9.T_4:- - - - - -1 (425) 392-0250
LEGAL DESCRIPTION:
A=90`00'00" o I I 6 I PARCEL 3 OF SHORT PLAT NO. 674217, AS RECORDED UNDER RECORDING NO. 7603170525, RECORDS OF KING COUNTY.
o I I I co AUDITOR;
58.00' t ° o I I SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
5,964 Sq Ft I o
d I Lip
t. I
4: I II o TAX LOT 1312305-9125
L .J— _—
7y + 34 Yvtf c a g}ft_TT9.-4at — —. — J O -
9C s„ h (�
.{ BASIS OF BEARINGS:
r'J a dl —_ _-- ---
1 a f r
BEARINGS SHOWN HEREON ARE BASED ON THE BEARING BETWEEN CITY OF RENTON CONTROL MONUMENT 10 NO.. 1872
o I AND ID NO. 1227 BEING NORTH 20'09 04 WEST RECORDS.. OF THE CITY OF RENTON.
o I , o
58. 0' L= 34.56 f o I I p REFERENCE SURVEYS:
R=22.00 a r I I 5,979 Sq Ft Ln
----- _
' 0 0" I I ROS 1: (REC. N0. 199503301293) VOLUME 173, PAGES 11-14.
a -
_- - - - ROS 2: (REC. NO. 8811179001) BOOK 63, PAGE 243.
——1-1-JT2 -- — — — —
3
17.5' oo ROS 3: (REC. NO. 20060503900008) BOOK 203, PAGE 220. t �-r--------------
r
. . . . . . . . . . .
NOTES:
5,896 Sq Ft I 7, _ �0 1. MONUMENTS LAST VISITED 1-14-04.
0
3 , CDI I 4 0 2. THE LEGAL DESCRIPTION AND EASEMENTS SHOWN ON THIS SURVEY ARE FROM SUBDIVISION GUARANTEE BY LAWYERS
TITLE INSURANCE CORPORATION DATED OCTOBER 9, 2009, ORDER NO. 30025180.
M ; $ Lo I I 5,993 Sq Ft I co J. THE BOUNDARIES SHOWN ON THIS SURVEY REPRESENT DEED LINES ONLY, ACTUAL OWNERSHIP MAY OTHERWISE BE
r I II Lo DETERMINED.
s a I I I 4. BOUNDARY/TOPOGRAPHY SURVEY PERFORMED BY KRAMER & ASSOCIATES.
80.00' �
x18}= L----
r7l1-20 U0'-VERTICAL DATUM:
15.55 '
S. 525' NORTH AMERICAN VERTICAL DATUM OF 1988.
"
4 1 1 TRACT DEFINITIONS I c BENCHMARK:
TRACT
R C U ED) , I CITY OF RENTON CONTROL ID NO. 1872
1 FOUND CONCRETE MONUMENT W/ NAIL IN CASE AT S. 192ND ST. AND 99TH PL. S. ELEVATION = 319.47 U.S. FEET.
TRACT �B� o SITE BENCHMARK: SET 60D NAIL IN UTILITY POLE
ELEVATION = 216.71 U.S. FEET.
_ _-
I I CRITICAL AREA TRACT -(STEEP --
SLOPES)- OWN ED/M AIN TAINED BY I _ 4HORIZONTAL CONTROL
f I f HOA I na
i CITY OF RENTON CONTROL POINT 1227
TRACT 'C' cti COPPER PLUG SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT IS RECESSED 0.85' BELOW AN IRON
OPEN SPACE OWNED/MAINTAINED Q MONUMENT CASE COVER AT THE INTERSECTION OF S.E. 45TH PLACE AND TALBOT ROAD.
EMERGENCY VEHICLE �
f ACCESS I CITY OF RENTON CONTROL POINT 1872
I COPPER PIN SET IN A SQUARE CONCRETE MONUMENT 0.1 ' BELOW IRON MONUMENT CASE AND COVER IN THE CENTER OF
85 1 I I OPEN TSPACE - OWNED/MAINTAINED THE INTERSECTION OF S. 192ND STREET AND 99TH PLACE S.
BY HOA
I I
I P
rGRESS 1
EMENT 6'
220588
I
f i LOT 2
RENTON SP # 05 9 - 85
I
f
1
31
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I �
i
p
Z
\ I I
\ f I 0 5 10 20 30
r
SCALE 1 " = 30'
\
SPHALT EDGE
UNLOCATABLE EASEMENTS
AN EASEMENT GRANTED TO PUGET SOUND POWER & LIGHT FOR �KUP
UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION 0V WA `
1 SYSTEM ON A PORTION OF SAID PREMISES RECORDED MA7 26, �Q'��, �►•
3 1 ; ,32 1995 UNDER RECORDING NUMBER 4577286.CP
N
AN EASEMENT GRANTED TO PUGET SOUND POWER & LIGHT FOR,
\ <6 5 UNDERGROUND ELECTRIC TRANSMISSION AND/OR DISTRIBUTION
�� ---- SYSTEM ON A PORTION OF SAID PREMISES RECORDED JULY 16, 11332,
FOUND CONCRET MONUMENT 1976 UNDER RECORDING NUMBER 7607160539. SISTER..
C3 NAIL DOWN 1.5 °NAL Llti�
` � - S. E. SEC. CDR.