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19=20' AS -BUILT
PLAN
0 10 20 40 SW 1/4 SECTION 18, TWP. 23 N., RGE. 5 E., W.M.
._._,Ln
o � EXISTING LUMINAIRE AND
JUNCTION BOXES 0 NII I 22
+ �0� JUNCTIONOX z TO REMAIN 23.61 I 1
rt5 ; 'EXISTING L,U'MINAIRE TO TO BE ADJ STED� ,CB#5 Q
00 86
BE RELOCATED AS TO GRADE)AND REPLACE 1 x Q PB j22. 4 LQ
C 6 EXISTING LUMINAIRE 21.55 RIM---2 -5&
Q �w LQ
SHOWN r LID WITH T FFIC LOADING
w v w o 21.7 'RIM= -:1.99 AND JUNCTION BOX - ,t / RpM�H-9G_2195 ; �- I # # +
-' IE-#7--9- 17.68 12 N ) 1 I
� (TYP.) FO JUNCTION BO- �� TO REMAIN lE 18.2�11'"S)' � _--._._ - � �,�'` _ ( 1�y � # N I
k • IN NEW PAVEMENT,-- --f IE=18.41(12'1Y) E-18 2
-� F �(�� REP E SIDEWALK,
\ IE=1&46 12"3 �` _ ` 2 �
� �. �-_-.._ ..._.�..,._�. � _ _ _ _ _ __ - __ __-..__ _.__. `r I � 1 CUR /G GUTTER A F�A E T 2. � O
- f Y __. _ _ ._ ____ . _ _ - _ . _. ? I SEE HE C5
----------
- �..
,. � 4
l i 23.05 ------ 22 5�F
{ !-1 ... to I�t
} \ 2 .es., I I 1 d _ -
yy� Ym
EX. PAVEMENT --- -'_- I II I I
l 21. 4 _ -- .-
7 TO REMAIN _ ---s=- - 6 Lr 'Ex. SD_ I I �
-�__ 1 F i
29.3
"
APPRQX. LOCATION OF UO _ LOCATION z �8
SAWCUT LINE. SAWCUT ��� ,a ;\22.00 22.10 22.10 ` 1 \ . COhtN)CT _ -` I# ct,v L �OF CUT LINE. I #
uj
AND MATCH TO EX. GRADE. p�, I SAW T ANDI MATC
\ _.. - EXISTtLG -C I I
\�\ { # Cip'R% 6 DOWNSPOUT RIM=B-21.55
�+ 29.4 _ -_- ,f 2,ss RIM=21-80 21 .3COLLECTION PIPE 'E5� I1 EX. SDCO a GRAD E. EX. S MH I w
I
N EXTRUDED jl 97 EX. SDMH #I ,. LF 12" CPEP IE=�9 8� 894(12"N) C� 110% MIN. (TYP.) 1E=i7.45(12"E)
�+ 28` �,� '" ONC. CU RIM 21.42 I #, ® 0.87Z 1E=19.096'iW) IE-17.30(12'1N)a:,
\�+ 2�6 4 ��. ,�� E 18.4 d II it 7y I II
y \ y E CURB ( ) *NOTE: ALL CATCH BASINS ARE
�� -CB 6 DOWNSPOUT r I EXI LNG ORM I � RAINAG o I Z
1RIM-21.36 COLLECTION PIPE COR TYPE 1, STD. PLAN B-1 I I „
. ' F PE
'y 22.10 UNLESS OTHERWISE NOTED 2 " I1 II " I D NTIO WATEI QUALI o+ i 22
---- ---- - __MIN. I VA T TO EMAI(� i
\\ 26 ----- --- -- IE=19.06(4'S) ®1_.0% MIN. (TYP.) L 12 C P t I i I# N?
- SEE SHEET C5 I I
+ *2 / \ # f IE=18.26(12 E) PROPOSED. BUILDING ® - li I i.
\ # # % lE=18.21(12"W) ; , l 04.'� I I 111 i o `n
, \ /I �� 1 F.F. - 6" DOWNSPOUT I -I-� I I I I
\f r - ---._a Oil
23.40 „` f 22.2200
COLLECTION PIPE FOR a I� ap'f
% BUILDING CANOPY 22.10 '(OilInc:
77 {{
29.3 \ \��\ \\ I 22.2 / , �2.10 ~ - _. _ _ ®1.0% MIN. II , I
,` f /�
v ,� a ;,' I Q _:• 1 - N SIDE'INALK
n ' 1i2 I EXISTIN UMINAIRE 21.55 RIM-- ....- 0 11 TO BE ��tLOC TED A cal F SH WITH PAVE EN
� \ ( )
I I
SHOWN i�1NJD DJUST I I
IE=16.59(12 'E 1
�) I JUNCTIC��I;I BOX TO
y `. \. °�, �' " GRADE
\ \\\ t \ I Ill I 6
� 6 DOWNSPOUT I #
,,, 4 \ +•,,` \.� \ . EX. URB (TYP.) ASB-CB ; COLLECTION PIPE _ , # I I E I TINE II i I 22
/N ti v- . t III I J CTIO BOX
®1.0% MIN. TYP. I T RL
i \\j `\ ., t. ` RIM=21. 54 (TYP.) RIM=2 J.31 I 11
`,..� 22.50 I I"
28.3 °._ 1 IE=17.94(6 SE) 22.10 PNO IPE OWNSPOU 11 __j
22.10E 22.10 22.10 II -----
,. .
'+ 27 .7 - - I I I w
EX SD
Q
-1
( j 4 sue_ _. I IE 15. bII I I
�,00
0 \♦ '\ ,t .\\ ,I�� I 11 I II 22.97 ci00
\ _ _ __� 11 i c kEPLAC WALK,I
\, \ .t 3
/ \\ I I n + C1JRB _. AND i PAVEMENT 22
\� . v v v J MATCH EX.
27.5 `�\' R �4 v`v .77 9 LF EX,` SDI
Ln
J
w ' \
o \, EX. PAVEMENT i
o U Co
w � \\ \\ \, REMAIN I I I o f N i
o _ .. A i �� •'�
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I ; _
.2\ �,4��. P `��\� \ , .� .;;\ �EXISTII�G LUM�NAIRE TO I
BEE RELOOtA AS! oSHOWN w
r MATCH EX. 232L__x 2 7 o r-
jEA
2�.7 W �22.77 1 I z W
�\
__._. .._...._.
/ �(I# I I I o
v . + � I I W IG, I I I I �„ - _o
I 22.32. / EX PAVEMENT 11-' I I I v'
26 226.4 ':�\ ' 1 MATCH EX. j ( 0 REMAIN 1100 i I I i € d� P g F-
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`4.
+ 26.4� � � `
`�'. ��'\, ``�.����>` � � , l� '�_--- --- - ------ ---- � I I � III � o
I I
\ \�` C EXISTING t I II
\ JUNCTION BOX
------ ---------- -------------------------
/ \ \`\ \� \ w. ;,. C TO REMAIN;; \` -- - - -- l II-- - - --- \ i3 w
I
=I
T 7 � t � J
EXISTING / / / I#,3 I c�
,2 eQX_
1- - ; / ` t, ' , MATCH EX. M o o r
JUNCTION- >'>
--- - --- ----- ---- \ _ TO RE II
# f / / + 25° ��\ '. �v �� / _____-�,; / / _ - --- = 7 11 �I
F.�
II
C EX. C RB (TYP.)
-�5. co ___--- ��5.�. �. '�� \ \ \ \ C � EX. SDMH
C ==-=IRIM 22.13 t ________ _ ___ - I Al I I 2
4, 7/
co C I' \ \ \ \ \ \ \ IE 13\0 \ EX. PAVEMENT I �I
0 REMAIN \ \
w � 16' GRADE CROSSING
\ w EASEMENT REC. N0. \ +`-24i2 -' \ .'> `_ \ \ \ \ \ \ \ 2� cw�
8 160447 \ \ \ \ \ Tim " LU1uIIRE
- ' �'..
ND J CTIOryI� BOX I EX. FH
- - - - - - -------------------- _- IN
j'
°° -GGAS--PIPECCI`1E MARf<f------------------,-- II
`ti i I I i I I IV �-'--"goo /�- �+ 23. (TEST CONNECTOR)
1 I I cn Q o l 22
-I-- -;� - �- L-► - -I - " r -22� v. r v - -- -
- _ o I?� � , I I o � o
"" - - --" `--- - - - ii o a II EXISTING LUMINAIRE 40 I o 00
f
[n// (f�� CL�� , -- U!�►CTI.O.pL BOX ` o
' - - KLIVIAIN (D -- -- _ - �L Q�
PIPELINE
MARKE -
- w - - -- - - - - - ---- --
-.. - -- - - - - - - - ----- ---- - --- ----------------- - -- _---------------- -- I------
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S PIPEL R�
LL
COD
00
NLc)_ �-- _ o� r O 0 Z � oo
t 6 I v \ Null
a n l+ 24. ;
SITE DATA:
TOTAL SITE AREA 96,749 S.F. (2.21 AC).
TOTAL AREA OF IMPERVIOUS A=81,688 S.F.
TOTAL AREA OF PERVIOUS=15,061 S.F.
EASEMENT NOTE NOTE
R-342107
EXISTING EASEMENT AGREEMENT CONTRACTOR TO FIELD ADJUST GRADES NECESSARY TO
EFFECTS SITE PER REC. NO 2011 0611002519 HAVE SMOOTH TRANSITION TO EXISTING PAVEMENT GRADE
THE MINIMUM SLOPE OF 1 % AND MAX. SLOPE OF 4% IS
ALLOWED ALONG THE PAVEMENT AND PARKING AREA.
PER AS -BUILT REVISIONS 11-12-2008
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
AS -BUILT GRADING AND STORM
DRAINAGE PLAN
DESIGNED M C G
DATE 7/15,�07 FILE NO.
DRAWN MCG
CHECKED AS_ SCALE AS SHOWN FIELD BOOK PAGE_
APPROVED _ SHEET C3 OF 6
DIRECTOR OF PUBLIC WORKS
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