HomeMy WebLinkAboutSWP272337(3) NEW FERGUSON
FE C O N S T R U C T I O N
Raymond Burdick, Project Engineer
E-Mail: raymondb@fergusonconst.com
7433 Fifth Avenue South • Seattle, WA 98108
(206) 767-3810 • Fax(206) 767-7342
x
www.fergusonconst.com
MARRICYIT SPRINGHIIL&
TOWNEPLACE SUITES
300 SW 19'Street
Renton,WA 98055
JWmite Phone. 425-793-1868
Jobsite Fax: 425-793-1869
FC Job NaL"WOA 996620
CITY OF RENTON
DEVELOPMENT SERVICES DIVISION
MEMORANDUM
DATE: October 28, 1999
TO: Mike Dotson RECEIVE®
FROM: Jessica Olson, PBPW OCT 19�9
SUBJECT: Recorded Documents CITY OF RENTON
i mi rry cyg EMS
The attached documents have been recorded with King County and are being sent to you for your
records.
Thank you.
Enclosures: (1)
RECDCMEM.DOC\
# r
Return Address:
City Clerk's Office
City of Renton
1055 South Grady Way
Renton,WA
BILL OF SALE Property Tax Parcel Number: 334040-3325
334040-3330
Street Intersection: SW l9thStreet&Lind Avenue East
Reference Number(s)of Documents assigned or released:Additional reference numbers are on page
Grantor(s): Grantee(s):
(� 1. SW 19`h Lind, LLC 1. City of Renton, a Municipal Corporation
The Grantor,as named above,for,and in consideration of mutual benefits,hereby grants,bargains,sells and delivers to
the Grantee,as named above,the following described personal property now located at:
Lind Corporate Park
In the City of Renton,County of King and State of Washington,to-wit:
Lots 4 and 5 SW 19`h Lind Short Plat, City of Renton Short Plat No. LUA-97-032 SHPL, as
Recorded in Volume 115, pages 263 through 263C, under King County Recording No.
9707099006, records of King County,Washington.
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o By this conveyance,Grantor will warrant and defend the sale hereby made unto the Grantee against all and every person
or persons,whomsoever,lawfully claiming or to claim the same. This conveyance shall bind the heirs,executors,
`U administrators and assigns forever.
C.
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Form 84 0001/bh
1N WITNE4&WffiREor
h ve hereunto set my hand and seal the day and year as written below.
INDIVIDUAL FORM OFACKNOWLEDGMENT
Notary Seal must be within box STATE OF WASHINGTON )SS
tIII )
����� I eeee COUNTY OF KING
ROB/No�4- I certify that
I know o/r�have satisfactory evidence that
�SS;oN Fxi0i�O2,,�� �2d�t ✓le•t ?' signed this instrument and
o NOTARY FN: acknowledged it o be his/her/their free and voluntary act for the uses and purposes
_*— = mentioned in the instrument
L,N'y� POST
F Notary Public in and for the State o
lWashington
OF W AS Notary(Print) .0'1
eeeennt����
My appointment expires: <9�
Dated: 11 b/g
REPRESENTATIVE FORM OFACKNOWLEDGMENT
Notary Seal must be within box STATE OF WASHINGTON )SS
COUNTY OF KING )
I certify that I know or have satisfactory evidence that
signed this instrument,on oath
stated that he/she/they was/were authorized to execute the instrument and
(� acknowledged it as the and
(� of to be the free and voluntary act of such
party/parties for the uses and purposes mentioned in the instrument.
® Notary Public in and for the State of Washington
Notary(Print)
My appointment expires:
Dated:
CORPORATE FORM OFACKNOWLEDGMENT
Notary Seal must be within box STATE OF WASHINGTON )SS
COUNTY OF KING )
On this day of 19 before me personally appeared
to me known to
be of the corporation that
executed the within instrument,and acknowledge the said instrument to be the free
and voluntary act and deed of said corporation,for the uses and purposes therein
mentioned,and each on oath stated that he/she was authorized to execute said
instrument and that the seal affixed is the corporate seal of said corporation.
Notary Public in and for the State of Washington
Notary(Print)
My appointment expires:
Dated:
EXHIBIT`A'
Water system:
1650 if 10"D.I.P.Watermain
7 ea 10"Gate Valves
4 ea 6"Fire Hydrant Assemblies
Sanitary Sewer System:
685 if 10"P.V.C.Sewer Main
3 ea 48"-D+am_eter Manholes
Storm Drainage System:
199.6 If 12"C.P.E.P. Storm Drain Pipe
299.5 If 15"C.P.E.P. Storm Drain Pipe
421 If 18"C.P.E.P. Storm Drain Pipe
320.5 If 24"C.P.E.P. Storm.Drain Pipe
3 ea Type I Catch Basin
10 ea Type H-48"diameter Catch Basin
1 ea Concrete Wet Vault
September 3,1998
CD
C11
'P'I
I
GRADING AND STORM DRAINAGE PLAN
~ �F
N BENCHMAW
- E • fsswfnn•m�9 '
scu.E r•w 4 ... e.. onm r.� , i°'""'" Ey,,,� BASIS OF BEARINC3 I v�
VE E -� tt w.mm,nam N 9'3rss- 355.16' ,rt.ro.r,al„ee) N Ep 35'Ps• • �1� ¢.�o�y� � m rxc un a x[xrox 3
f.
�� _- ---- -- --- ---r------ � VEfaTICALDAiUM'
E I awn¢ i ou�'m�cs�u,'mot 1
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; aorta. — rwi,fm�•�•.
W a f I � ��''' �, I �I I III `� I � ; �.1e.a ,• .n f�v I � �
cd 1'� ; � I III I-- SECTION A-A
i i �^��'•� �I i I I fl I �'� r �,, f�..
g ,v w.oa Ra ''ix i a W II I• I I III esozvomx I I i LEGEND 3
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—,�
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.................�- 55. r "® L„ 'b. E`S" 4 s,,� _ �., '�• N„e;,,
- ----------
n.fsw :-. .... .�y. --- ...... .. '.-j scca�uso��.,,y" OFN70N
fir{ t. s.:.
GRADING AND STORM DRAINAGE 9�
"r/:s ax•"aL I wwm�.m arc mn re aos ry PLAN _-
a ssw _
�0)!W Y[MRD fOl On RVkt efnm Yi- rxe rx LL{
�C2 fa m
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W# LL 1 24X
54
(REFER TO STRL
-- ���
� DMH 761 LE2 EP �, 5 LF '18"
—1 GP 0 0.50 /
=iej7.R -0 .5E IE a AULT= I HEREBY CERT
1f9 6 (24" S) 1 a� -- - -- 5
��/` .� i7 LOCATIONS OF
�'j ' — HORIZONTAL LO
BE REMO D} IS THE RESULT
°� �25' OR UNDER MY
� - - s a
DENNIS J.-�1 f =
R s saHYD
CB #8 TYPE 11--48"
1 . `' RIM= 20.4.3
° fi 081E=;G. 18 E EX. STREET 180 LF 18"
-—— ------- --'—: -- CPE�P��� p�® 0cq.�2�
WA AR yq! { ilrw
/------- ---- -- �--_� ._—_�== �, _
9 , -_ C--.__.._-----'9�--- ------- � - ___ � i E L
SSMH (PER DETAIL
gim
It to
EX. STREET
LIGHT IX. CB 15 LF 18" IE=15.99 N
IRIM=19.49 " CPEP 01.0% IE=12.50 0 )
IE=15.29 (12 S) 6 AS--BUfLT
REPLACE EX. 12" SD MODIFIED PER FIELD CONDITIONS
W/25 LE 36" CP P EX. SDMH IE=12.35 4 MODIFIED PER CLIENT REVIEW
MATCH EX. iE IE=11 .9f RIM=19.88
3 MODIFIED PER CITY REVIEW
SEE OUTI=ALL NOT � � iE=11.83 1Z" S
THIS SHEET. ( 2 MODIFIED PER CITY REVIEW
IE=9.83 60" E)
IE=9.78 60" W) 1 MODIFIED PER CITY REVIEW
NO. REVISION
APO
---
UEGEN-D. CE�
GRADING AND STORM DRAINAGE PLAN
In SCALE r-47
V)
-- --------------- ----- -------- ------ 0
IT m
ZY -A-0:r E 557 w 119.42 T.. 8 6 _j
_Z 25 ---- 7 _j
alrs-- c _
W (,I
ER i1 r,
a: a
LU Z
LOT 6 d; Z
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J4
z
ILI
347.00----
SENCIMARK
T.Xy
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I.. ro T
nM"5WrtISELMx
or&'
m
LOT 7
BASIS OF BEARI
z
} VERTICAL DATUAk
'Lol N89*3719'E, 347 00' H
PA
370461
-11 1911*1 R-23 C
K.xxOcxM"
0
t LOT 8
it
0
347.00 _j
J
T_
STOM DRAWAGE OUTFALL PROFLE b
LOT 9
w-'e-cw
LANI
71 AS-BUILT
g g vu P'r owk! -,-4'
R-55.00'
L-.,-86.94-
L
—----- -- ---- 6�mj;_4--- ----- ---- ----Sf
.............:
Is
114 ..1-m
'p? 81l:
co
19
Bit
'�af crry OF RENTON
'"F"
1/ZZ C4W)ING AND STOP"DRAINAGE 0
PLAN z
V AZ— 03
OR-A In 1 805 10/W97
2� --—— 1. 1- 7
-FALL FRoFLr YM-4to2777 � Z'_ 4111
Ld
m
T24X ROLL 158 FRO 3 0
Short Plat (SHPL# ) .
REQUEST FOR PROJECT# Prelim.Plat (PP# )
CAG# )
To: Technical Services Date ))-) q WO# X S )3 .3 Green#
From: Plan Review/Project Manager I N1- 0 A
Project Name L I N 1� fl 12 P l Ely
(70 characters max)
Description of Project:
�4C�� 7"� >.-P_i\ n�—,a � /)')Ci�'1 h ,-('4�� Fi7'L ��_�0 ✓J��Ll✓C i
1 �
Circle Size of Waterline: 8" 10" 12" Circle One: New or Extension
Circle Size of Sewerline: e
10" IT Circle One: Ne or Extension
Circle Size of Stormline: 12" IS" 1 "" 24" Circle One: New or Extension �» -
Address or Street Name(s) 3n o i u p
Dvlpr/Contractor/Owner/Cnslt.-: S �A1 ) q a LJ, �A S�," LAA16— Z112z`o
(70 characters max)
Check each discipline involved in Project Ltr Drwg #of sheets per discipline
B' Trans-Storm J Loa, ❑
(Roadway/Drainage) ( ff site it vemcntsKnclude basin name) (include TESC sheets)
❑ Transportation (Signalizatio//n.Chaa nclization,lighting) ❑ ❑
Wastewater ❑ ❑
Sanitary Sewer Main(include basin name)
Water (Mains.Valves.Hydrants) Cl ❑�—
(include composite&Horizontal Ctri She")
❑ Suface Water ❑ ❑
Improvements (CIP ONLY)(includc basin name)
TS Use Only
, _^ /Y-( ,�A /^y�r;/.pJ
/ter/; f`
~ LEGEND: GRADING AN STORM DRAINAGE PLAN
PROPOSED TYPE II CATCH BASIN
N SCALE: r-4o' �
PROPOSED TYPE I CATCH BASIN ® ' EX. 100 D.I. w �- •�' �5
IEX. FOUNTAIN ----_- EX,_10_ D.I. w _.. .. .. ..--__ 1------------ --------------------- ----------------- ---------------- s, s,'b
CL EXISTING TYPE II CATCH BASIN f* - -----r-�r ----------------------- EX. 10' UTILITY EASEMENT '
�� (- --- i PER SHORT PUT 022-85 R -----_--_--, ;
EX. TEMP. LEC. REC. NO. 8507169CO2 1
PANEL f
2 a N 8 '36'03" E 557.25 I I
EXISTING TYPE I CATCH BASIN n ,� ; -T,I I �� ;
347.00 � I „
PROPOSED STORM DRAINAGE LINE �; _�-~ �► I I k '
Q ■ r ii J EX. CB
- ...... ...... ... ...
I '1-1' 1
1 RtM=20 07 Q 3
EXISTING STORM DRAINAGE LINE _ 172467.343
________ ``---_._. .. 1?..97394.1269 IE=14.37 12•
IE=14.32 �12• PI
W C
~ - I
PROPOSED SANITARY SEWER MANHOLE •
II111 d;
( 1 CB 10 TYPE 1 I ( Q
u N,
O
11
1 111 '
■ x x LOT 6
a � ' EM+•�:59- 17.41 (12'�5) I I ? x
EXISTING SANITARY SEINER MANHOLE �; = I I J� 10 � 11 ,
3 IE-17.62 (12'�) I I I #I I M
Z PROPOSED SANITARY SEWER LINE f:. 149.6 � LF 12" CPEP O
O Z N I I s l
0 e3e91 0.42X
o � ! II I x III . z
va III
Z Q �j EXISTING SANITARY SEWER LINE _........._. ........._.............. .------...... 1 ; III I o ��' I f a z
II
° z ----------------
EXISTING 1 I I a
J - WATERMAIN ' III I I I PROP SED 10' I I I II
1
1
PROPOSED WATERMAIN '"•' ` PRIVATE DRAINAGE EASEMENT " 1
47.00 " v
-- -- S89 3 19 W_ -- -- 3 -- -- -- J
1 ( I r 1
I I PROPosED 5' WIDE
BENCHMARK: III IERRENT
I OF RENTdN4J2 I NO. 2.2.1) I I
a CITY MONUMENT N0. 1895, 2"BRASS DISC WITH A PUNCH 1 -45 LF d CPEP III I
MARK ON A 4"x 4" CONCRETE POST MONUMENT DOWN O �' I I I t SIGN
0.45 FEET IN A CAST IRON MONUMENT CASE AT THE 1 8 6 TYPEI 0.88X I I I I I
} I f ��, � EX. STREET LIGHT
CONSTRUCTED INTERSECTION OF S.W. 16TH STREET AND RIM= 20.9 I I 'fib,I ►, ,
;; LIND AVENUE S.W. ! CAP
IE=I7.r 16.Bd (127V) I ITEMP7.2S x J
a° PROVIDE 12 /E=16.39 15�5 = I " EX. CS
°' d.lEVATM • 25,70 1 KNOCKOUT TO =16.99 (81t) °' QI I I I�'" ; RIM=19.29
wC ; NORTH (IE=16.75 ( E 1297395.882 I ( I i IE=15.2 �12• N
� O •E I III LOT 7
O
3$ 1 Il l o II ,
BASIS OF BEARING
C o w 1 134.5 I ' ' Y
E"'1 a ITY OF RENTON +34 15• CPEP I I I I I I�•� H
` w a NAD 19d3/91 AS REPORTED BY THE C I „ ; RIM-20.04 di
c TECHNICAL SERVICES DIVISION. ! 0 I I I ( „
IE=14.92 12•
ova I rn O.J4X I I I
I 1 I IE 11.15 00• N a•
E x I I I I I I IE=11.04 600 S
,� E 1 o N 8 37 19 347.00' I Q I I
E LOT 5 �. 1 ��:''
► o W+E VERTICAL DATUM. 1 .............................,,.....................
I.
PROPOS ' x IW�� =I I u U. FIRE HYDRANT
F:1 CC rn NAVD 1988 '° I UTILITY
L..:....:....:.... . . 1 _ 11 1
;. �. �. i. pn.................. .�. .................... .i I " I .I.I.. x"o
RIM= 1. �+ 1
i Ac RISER ; 1 1 1 1 I I I
t8n . . . . . . NEW 'CO' ; SW 19TH 'ST.. : : : : : : : : : : : : : : : : : : : : : : ' ;E�.48 '..yb'.24 (137V) '
' : : : : : . : . i: : : : : : : : : ' : : : : : : : : : ' : . : . . . . . . '�: . . . . . . . . ' . . . . . . . . . ' PROVIDE 12 �E=16..T9 12 NW) ®
o - ; . . . . . ; : : : ' . . . . . . . . . i .NEB! Co . : ' : : : : . . . . . . i KNOCKOUT TO AI:=16.39 (24'S Ex. sOMH
Q ; : : : : : .:..:.:..:.:..:.:..:.:..:.:..:.:..:.:..:.:. : . . . ;I: : : . . . . : : ; : : : : : : : : : ; 1 WEST (IE=16.42)1E=17.54 (15EJ I , I 1 "�
o ..... ....... .................... 20 ( I I °I I '� ;� RIM=19.43
' - ` . . . : ' : : : : : : : : : ` 1 .. ......r.. �.. I1�'�r. LOT 8 I t I ;; rE=13.60 (1s• w) I
w. .WETLAND • I I I I I 1 , • ■
EL�16.75 . . . . . . . . . ; ?0 . 0.1.:4 :Q.�07�: . . . . . . . : . . . . . . ; . . .� . . . . , . . . . . . . ; I W \ �
I as n 1 EXl�IAE�l:1 r
•1• •(MIN:) EX. t6�w x I I �� ao .
.............. ..... . . ^. ... . . .l : 16 •'off I �', I I I 11 RIM-1.34
1 i 1
15
. . . . . . . . . : . . . . . l 1 : : ilbw p. j . . . . . . . . ; ! I I N IE=14.13 12•
• C � N .- 1 I ? t•,,I I �� ''' ; IE=14.13 �12" E
1 168.5
: : : : : : : : : : : : : : ' : : : : : : : : . EX•:�00=-�"1 f ' : : : ' +W LF 24" CPEP I, I p x I 11LD
. . . . . . . . . : . . . . . . . ; : : : : : ' 0 $-P��i I cn A I 1 �� �. I I I 1 EX. 10' PUGET SOUND POWER
EL 10' • . . . . . . . . . :�( )�: . EX. :a":SAN: . . . ! 36" DIAM. 0.241 I I I S89 37'49-w -- -- -- -- 347.00 - -- - I " Ar LK>fT EASEMENT
. . . . . . . . . : . . . . . . . . . : . . . . . . . 11 , . . . . . . . =1 , � II 1 PER REC.
�. : . .:...U..jE=9,7 ..................... 1 AULT ACCESS 1 N0. 8211170375
I 2.35 V s
10
.:.:.:..:..:.:..:.:.. .i.;. ..,. ..:.:..;.:.. .i.:.:..:.:.. . . , . . ; TYP. OF 4 I I I ( .�e"'° I I I
. ( ) I I o
: : : : : : : : : : : : : : : : : : : : : : : :
m m i j j . . . . . . .. . . i . . . . . . . . . j . . . . . . . . . ! . . . . . . . . . ! . . . . . . . . ! 1 188'x40' I I M•,� .�; _• H �.
i o o j . . . . . . . . . ; . . ; . . . . . . . i . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : ■ WET VAULT 9, 4 TYPEII-4dr I I ,° I;
i11
. . . . . . . . . : . . . . . . . . : : : : : : : : : i : : : : : : : : : : . : : : :. :. .:..:.:..:.:..:.:..:.:..�.:..:.:..:.:..:.:..:.:..� 1 0 M L= RI=4 606-1 .86(24 I I \ \\ i I I �I I i •i
................................................................................................................. �. ■ STATIC W.S. EL-16.75 =15.80 471) ( I
1 TOP VAULT EL=1 d.10 I \ \\� �'>� I i i ;� EX. STREET LfGH T
H Y IE'=16.93 8 E) I I uj-
' 76 kF 24' CPE I I I EX. SDMH ri ,
STORM DRAINAGE OU FALL PROFILE 1 O ;1.59X I I o LOT 9 \
\\ I I I I ; RIM-19.56 - � r
SCALE: HOR.. 1 =20' I I I I
a BAFFLE WALL \ 1 I I ; IE=17.36 12 �: • N~cV
VER: 1"=5' TOP EL-15.75 - I I g �, \ '' I', I ,i'o� i IE=13.76 50• N . ' I p CV 00
I I > 1 IE-13.56 60' S N ^ "'
°D (REFER TO STRUCTURAL PUNS) --t_ _ b - - - - J�° ''s, ; • I ';'"•. 1 Z w tG 00j
o� 01 0/ _ -- N 171974.5721 f`'s� � 4' DRAIN-?-1'1 T I EX. C8 :' 04 l I W
14. 5 E 1297397.9794 PROPOSED 5 WIDE �.• 5 'bi} '� / ; RIM-18.9S '�" +- z
rn \N t2 8 I I �', 'ea° OOONE PER C OF ( ( # i N N2
S LF 18 CPEP CONCRETE SIDEWALK a f► IE 15.45. 12 •
x 0 o °f PER DETAIL SHT. Cd O 0 25 (PER CITY OF RENTON ( -. ►I,� I ; IE=15.35.�12 W� „- .-..-.
( ) I IE o VAULT-1510� I STD. DET. NO. 2.2.1) ....................................... �� / �IAS- BUILTN W 0
:..:.:..;...R ........... ...... - - - -.- - - - - �.- - - - - -..-..-. - - - - --- -�: I o o �
P : . . . . : . .. . . . . . . .... .. - 7 ... EX. J-BOX R/WM MM 2 M . . . . . . . . .
12 e- r - ..... - - -
. . . . . . . . . j j . . . . ; .SW 19TH• T. 1 . . . . . . . . . ; , - - L- -- --� -`b I ,, $
l �? -""'` __.. -S�`4�' ' -_.,. , - �„• J EX. SIGN
0
. . . . . . . . . . . . . . . . . . . . . . . . . . . . 8.9 -35` _ _� ,�
. . . . i ; I . . . . . . . . j . . . . 9 TYPE I1-413 �o - �o �o ------- -- �9 - •- s fie- �� �-'------------ ■z•-'----------- - f e �►� F NA$ F +1►
20 . .... Ek..Ct3. - - '� 1 d0 LF 1 d�"'oCPEP - - ------- --- 26.2374 3 STREET- �� db es • d POKIER ( b : r 0
' (TO'BE' REMOVED), i . . - -i_. .� \: ;'. . . . . . . . .'; . . . . . . . . . I - .W. o RIM=17.04 I EX. CB EX. (:b M VAULT I f EX: CAS �- 8.6.94 p
:� . . . . . . • . . . . . IE= 1 - �o - Y IE=13.94 4RIM=
� . . . . . . . . ; I : r; ; , M ° I ,VALVE o_ Q V
. . . . . ' . . . . . . . . ' . . . . . . . I : ' . I . . . . . . . , . . : : .Eke . . . . . . . . . ' r -=' - ---------- -. - ---------- - ------------ =�E_=13.a� 4'r ------e�- ------- ' 4,11J � °4
r. . 1' . . . . . . . . ( . WETLAND .. .. -.-�- - ---- ---------- - --------------- ----EX- d-- ... r-,'� s "&- t v
' . . . . . . . . . ' . , . . , . I . . •.I: . . . . . . . , ' . . , . . . . ' . =ER:=T6"9, 111- - -- ---_. _�_SS=---- ----- --_- -----------------_- ------------- -__ --_______- _::-__________=====s::- - --__::::- - j ,r 2Sd72 0 s
I ■ - ------ --- - �°3-- ---------- - -- ----� ----- --- --'°s---------- --- ----- - - -__# ___-------- --- �- --- i �� Ks:::::ss s:ass:sass: - __--- •^ �c�, �► ~\
. . . . . . I . . ;I. . . . . . i . . . . . . . .I.• i i ; 1- - �.-- s- �•-- , o., d°- �� - ��- -�e�-- -� •� e�s+J,
113 ........................:.............. ................. 15 EX. WATER /p
Z . . . . . . . . . . : . . . . . . �..; �-.__.... .....� ...J /�^,� I . . . . . . JJ E S: . . . . . . . . . : . . . . . . I . . :I. . . . . . . . . . . . . . . . . . . . . . . . . . MANHOLES
X MH C
1 , , ; :-�-. Ill ; 1I ; . .•; w. ; EX SDMH R M C 9.d1 EX STREET S RIM 19 36 RIM 19 Od
.,EX: �1'4 NA L E
' . . - 1 EX. SDMH Ex. CB �'
N . . -- - JI I NE1. .36' CPEP ■ w _ ' EX. STREET x t S
Z ' : : : : : : , : : : : : : �':'` ' . . : EX..4o• 11 F ' ill , .� . , . ; . ; ' 1 RIM=20.20 IE=14.21 (12 S) LIGHT IE=13.74 118: S IE=15.50 (12" N) LIGHT
0 i . . . ; . . . . . . IIt � �I i . . . . . . . . . ■ IE-13.2d (12� N) LEX. 15 PUGET SOUND POWER IE-13.39 16»
:Ex, :24: DRAIN :PIPE II If IE=11 t!3 • • • . • • • 1 IE=13.25 12 S)) e� LIGHT EASEMENT PER REC. IE=10.14 bow E �� ;•, CITY OF RENTON
TO BE ABANDONED 1 ,�_e / IE=9.74 (60 E IE=10.04 60
9 10 ;......... .. 14 .�.J : =1.1. ...:........................: 10 ( EX. CB NO. 82 1 1 1 70375 1
PER �CI�`f OF :RENTON..'..:........:..: :' . :';". . . . . . . :', , . . . . . . . . . , 1 IE=9.70 60 W M
A ENT OF@ PU9L C WORK®
STANDARDS.. . . . . . . . . . . . . . !� RIM=19.93 w Cl9K:AT10M
. . . . . . . . . . . . . . . . . . . : . . . . . . . . . i . . . . . . . . . j . . . • . . . . . ; . . . . . . • • IE=16.17 (12 N) 6 AS-er�tt-T J' DCS WS �4/ S GRADING AND STORM DRAINAGE
oc a . . EX. :Q•,SAN: 114�;
; ; ; . . . . . . . . . ; . . . . . ; ; I I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
1. ALL TYPE I CATCH BASINS SHALL BE LOCATIONS OF THE STORM,DRAIN MANHOLES AND MODIFIED PER FIELD CONDITIONS MFB BOS 1/19/9A
. . ! . . . . . . . . ; ! : : ! : : : : : : : : ; ! ; ; : ! ! . . . . . . . ! IN ACCORDANCE PER CITY OF RENTON HORIZONTAL LOCATIONS OF LATERAL ENDS SHOWN HEREON PLAN
AN
......................................................................................................................................................:
STD. DWG. B012. IS THE RESULT OF A FIELLf SURVEY PERFORMED BY ME MODIFIED PER CLIENT REVIEW MFB BDS 11/24/97
""""""""""""' OR UNDER MY DIREC N. MODIFIED PER CITY REVIEW MFB SOS 10/2e/97 o�'ea�llD K �'
• 2. ALL TYPE II-48" CATCH BASINS SHALL �/ j MODIFIED PER CITY REVIEW Sw BLS 101/15/97 awwN SW DATE 7 16 27 pE No.
WETLAND OUTFALlw PROFS TW 41 777 BE IN ACCORDANCE PER CITY OF C
z " RENTON STD. DWG. 9027. DENNIS J. AL L. . 7 2 DATE MODIFIED PER CITY REVIEW MFB SDS 9 9 97 cmlcD QKB ecxE ".4 ' �p W
t222� SCALE: HOR.: 1 -20 (�
VER: 1 w=Sr No. sr AFIM DATE 8
Sll K ar1CC 1 Vr Cd +
File: P:\sdskproj\6045\engineering\6045pgm2.dwg Date/Time: 08/27/1998 09:03 Scale: 1=40 DAVE Xrefs: Z6045-B,Z6045-T,Z6045-S1, 70
/�: SCANNED NOV
i
14
F_ OGRADING AND STORM DRAINAGE PLAN
" 2
� � 0
� BENCHMARK: Q
I � 1
�
CITY MONUMENT NO. 1895, 2'BRASS DISC WITH A PUNCH
11 ---------- ----------- ------------------------------------�� ' MARK ON A 4"x 4" CONCRETE POST MONUMENT DOWN
� I �r -zr----------I r---------zr---------zr--------- ti� ■ 0.45 FEET IN A CAST IRON MONUMENT CASE AT THE
n-- I CONSTRUCTED INTERSECTION OF S.W. 16TH STREET AND
' LINO AVENUE S.W.
EX. WATER � • .
Z Z BLOWOFF VALVE ��A? _ � Q
-• O :� EX. SIG' _M�
- ---- !
Qace: r.4o 1, ---------_._... ..-----------______.. .._ -
---- EX. 10' UTILITY EASEMENT IX. 10' UTILITY EASEMENT PER Ir--r----------�� BAS� OF BEARING:
a- ~ DATER PER SHORT PUT 022-85 REC. N0. 8707281846 (REPLACED " ;
REC. NO. 8507169002 1 " 1 REC. NO. 8610311858) N �� i5 25 � '411
N 89 37 55 E 555.16 M NAD 1983/91 AS REPORTED BY THE CITY OF R Q
TECHNICAL SERVICES DIVISIOW co
N.
. WATER � � � � I � VERTICAL DATUM � � °C
co
3 ALYE
W
NAVD 1958 A y Z
J
O
I ■
,Z EX, FIRE
U Q O I i I HYDRANT I 329 U
0 0 XG. ISTREEt" I I S1f1
S
m �
V pI
Z !� ! PROPOSED 5' WIDE h°g '� XtaIRES: 1 �1•'$•� Z
Q 1. ALL TYPE I CATCH BASINS SHALL BE ;; , CONCRETE SIDEWALK I -
IN ACCORDANCE PER CITY OF RENTON ;; A " - '�`� PER CITY OF RENTON I ,
STD. DWG. B012.
DET. NO. 2.2.1) 0C
I I • ^ -
,
2. ALL TYPE II-48" CATCH BASINS SHALL ; ;; ' EX. SSMH J '' 4
BE IN ACCORDANCE PER CITY OF
RENTON STD. DWG. B027. I I I ♦. PAD ELEV.-23.0 �w
�! I �% EX. S.W. 19TH ST.
a 3. ALL CPEP DRAINAGE PIPE SHALL R.O.W. �----1
N MAINTAIN MINIMUM 2 FEET OF COVER. I I I II I I ■ - Ex. GRADE , ' .
1 ` LF 12 CPEP 3a'ACCESS RISER�+----! ---- __ IL
----
1 I I 0.50% --- ------
MP. 12" CAP ---
24 SD �__--
w a 0 EX. 15' CITY OF RENTO „
Q a) o UTILITY EASEMENT PER ;! a� IE=17.00 TOP VAULT , ,
m REC. NO. 8202180349 EX.81 GAS I ( I EL-18.10 r _`=�', �
a Ow .c MARKER ;; I I STATIC W.S. n
O O
EL=18.75 ULT•15.00 3 Q I I S89'48'35"E 349.66' CB 3 TYPE I
■ CENTER STRUCTURAL
RIM--r'�- 21.18 ( OT 4 BOTTOM W
�y � � IX;, WATER 1� �
L+! VAl.1JE fi�';E-Noll � I °,e IE=�'516.64 127VIrf EL-10.60 �„[
w a s !� - I I I IE•=16.Q 1 (13'�5f
c !� �,°„ �,� I PROPOSED 22 BAFFLE WALL WET VAULT
. • TOP-16.75
I
w v E (� I I I
I I I � �
oo EX. 5' PACIFIC NORTHWEST ■
o E BELL UNDERGROUND COMMUNICJITIONS I �u �/ j; EX. LMLI Y EASEMENT I SECTION AAA
WIN EASEMENT PER REC. NO. 7902141336 .> J a �j I ITO BE VACATED
c Q ' '?o p AFN 8507189002 NOT TO SCALE
165 LF 1S CPEP Q
�� � I 1
- I I 0 0.25% 3
�' " •� I I LEGEND
,I 1 II 100 ( I :■
LOT 2
PROPOSED TYPE II CATCH BASIN U
PROPOSED TYPE I CATCH BASIN
0
t ��e�j°�\ PROPOSED 10 ■
r � ?� ,J \ \ I PRIVATE DRAINAGE EASEMENT EXISTING TYPE II CATCH BASIN �S
EX. 5' OLYMPIC PIPELINE " \ \ � I I I IEASEMENT I ;
5884205 PER REC. N0. I ,_ '• I \ \\ I Ilr ■ IXISTING TYPE I CATCH BASINIto
C7
n�° I \ \\ I J °?�I ( C8 2 TYPE n-48"
g "o° WATER ' " °s \ \ \ I RIM-21.50 I PROPOSED STORM DRAINAGE LINE
.II o g ALVE E . 'FIE DL GAS \ \ I / IENNNI.16.52 (137V�
MARKER POST x�° ���, \ ? IE-16.27 (18'S)
S89'48'35"E 353.43' o,,C'' i ■
IXISTING STORM DRAINAGE LINE
1 W
• PROPOSED SAWARY SEWER MANHOLE
\ / I I •
11
lei
t1 \ \ /� // 140 a 0.LF 18" CPEP
11 x I \ Y / I oNi
SUMH '9 '°s r°,° I ' EXISTING SANITARY SEWER MANHOLE
■ 60
_ N
mi o o OUTFALL NOTE: THE CONNECTION OF THE 38 DRAIN I \ I I I ! PROPOSED"SANITARY SEWER LINE � ; "'�1w _
PIPE TO THE EXISTING CATCH BASIN I y ; -
I ,
MUST BE MADE BY USING CLOSELY 36" DV► i
J, \ I �
SPACED DRILL HOLES AROUND THE VAULT ACCESS EXISTING SANRARY SEINER LINE
0 0 � CIRCUMFERENCE OF THE AREA OF ! �.��.�� ;
CONCRETE TO BE REMOVED. REBAR �, � I O`' �• ) • ' ,. ;.
Lj
EXTENDING INTO THE OPENING MUST I LOT 3
a BE CUT OFF FLUSH WITH THE EXISTING �; '� ,, ,J, I ---^--
'I �° 188'x40' ■ EXISTING wATERMAIN -- Z
�qI '�c�s� FUTURE STORM DRAINAGE WET VAULT � �, 4i• 1 �`` . �'
m m m m CONCRETE PAINTED WITH AN EPDXY ;; °s o +I. �° \ \ M �J SYSTEM FOR ROOF I N
SEALER. CONTRACTOR MUST NOTIFY I BOTTOM EL-10.60 I PROPOSED WAT kMNN .�.
m EET I IX. J-BOX \ 1 II DRAINAGE OF FUTURE STATIC w.S. EL=16.75 + CN fl-
\ \ THE CITI' INSPECTOR PRIOR TO THE REIM= 11. 1 1 • BUILDING 0 TOP VAULT EL- • PROPOSED CONTOUR -------23' •
a, WORK TO DISCUSS METHODS AND G ; ;; -.i---
N `� `�' °f DOCUMENT THE CONDITION OF THE
x \ ^ \\ \ ; =15. cv cv
x o 0 0� MANHOLE. ANY DAMAGE TO THE IX. SSMH � ^ 4
I 11 _ \ e \ \ 1 , W W
MANHOLE MUST BE REPAIRED TO ;; I �� �. �»� i 'a _--"-
�n �° EQUAL OR BETTER THAN PRE-DAMAGED �`� �" �O° _ J BAFFLE WALL (V BUILT V-- Z
CONDITION. EX" WATER J -_ ` �� _- EL- 15.75 00 Lv CN N
. I EX. 15 PUGET SOUND �� - - of - - I REFER TO STRUCTURAL PLANS)
MANHOLE _ I POWER k LIGHT EASEMENT _ 9 _
�i M�< PER REC. NO. 8211170375 \"o� - �` --� - - - - �DMH 7 LF? EP S LF 18" C.�T1�?AT11�f'
GAS ',, J PROPOSED 5' WIDE 9JJ -R -7.R _ -0 CPE 0 0. 1 HEREBY CERTIFY THAT
RKER POST �, ONCRETE SIDEW �1 TIE 0 AULT- HORIZONTAL AND
PER CITY OF REVON IE=1 96 (24" S) I e°� -« M - - _ _ LOCATIONS OF THE STORM DRAIN MANHOLES AND ��► K' eA��
IX. J-BOX (TO BE RE D M A S F
J � HORIZONTAL LOCATIONS OF LATERAL ENDS SHOWN HEREON � OF H� ( v►Z
I IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME QUA,J
-- - - J WY DiRE
�Vf1LVE , � a-J-3 - -� - -=-,J , ._ R UNDER
_ 91. :. r :�.-.
- -
---- ------ ------- - EX. WATER __ 1J ,� H = v
----- ------ - -----_------------------_----- ------- --_- ------ - - -- ---- -.�1_.i_ .4B.3�.._.YK._:. �6�.26.- ---_-' ��. _ °� 5672
------------------------ --- - -_......._..---- --- ---------- -------- o" - --------------
31t
MANHOLE I Q55. �, �oo}� }°, ° Q SfREEt s, - -- --L)- --�-_ }� - --- -'�5 n' - -- --- DENNISNI J. LS. TE '� C act 4.
Z L V/ .50 11 L/1. CB 0 '° (I IGI JJ °J j'"°) J'peq :u - ,JJ-f ) �i�[Si�.-�:�__ ■ ��f�� I S1� 4r��� J�
'' ••'o RIM-19.98 a' ,•I -Vf-V1f� _ BONA l ENV �� 1 C0�0
zii C.� ----- --�--------�1'►°�---R-------------------- - ---- - ---_v DCo-------?�---- - °- � '• I&OSE=ttjj 1 __ 1�O LF ld" EXPIRES
0 EX. SSMH _ __.._ ___ ______________-_ ____ ----- ------------------ -------- ------_ _ L _ _ LL 1 -- - CPEP O 0.2Sz
__-- -----------__-- �
-------- CITY Ir� �j ' VIT 1 OF .
°y �'f' 1 Oz ��� - ' EPARTMENT C>P PUBLIC WORKS
} F�I7
U �i �'� �O°. s, J 9 - "`• (PER DETAIL SHT. CO)C6)
EX. SSMH �9c lzl --- �s, -- �, RIM=O.OS EX. C19 IX. CB IX. CB EX. SSMH EX. STREET EX. C8
a RIM-20.08 RIM-20.11 LIGHT 1 S LF 18 - ■
FIRE IE-17.50 (12" N) IE=15.43 (12" S) fE-16.08 (12" N) I I T RIM-19.49
;s IE-15.29 (12" S) CPEP a 1. a GRADING AND STORM DRAINAGE
8 8 W 8 8 , HYDRANT EX. STREET
cz �
a o o ' o (! EX. WATER LIGHT REPLACE EX. 12" D PER FIELD CONDITIONS MFB
U. WATER I MANHOLE EX. 24" DRAIN PIPE W/25 LF 36" CPRP I IX. SDMH IE-12.35 MODIFIED PER CLIENT REVIEW MF8 BIDS 11/24/97 PUN m
W (n�� ` �� - Z� �� VALVE MATCH IX. IE IE=11.9t RIM=19.88
�, I TO BE ABANDONED SEE OUTFALL NOT I I fE••12.88 N MODIFIED PER CRY REVIEW MF"8 BDS 10/28/97 oeeiar�lD KLR 23
PER CfTY OF RENTON THIS SHEET. IE=11.83 �24:
12 S� oA-m 7 16 97 P"POO.
Z6 Now it TES .��. I I STDS. IE=9.83 60- E M001FlED PER CITY REVIEW SW BIDS 10/1 S/97 o�uw++ 5w "
_�' I I I IE-9.78 M W� MODIFIED PER CITY REVIEW MFB BDS 9 7 ceeaon 29 scALe 1 =40 PACE W
POO. .y A"% DATE APP"oVED Ec "xs w4wT C2 or 8 U
File: P:\sdskproj\6045\engineering\6045pgm1.dwg Date/Time: 08/27/1998 08:56 Scale: 1=40 DAVE Xrefs: Z6045-T26045-13,Z6045-S1,
170r SCANNED NOV Nom 5 1998 �