HomeMy WebLinkAboutS-338308CEDAR RIVER CORPORATE PARK
SW 1/4, SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
CITY OF RENTON, KING COUNTY, WASHINGTON
......,v,,,,,,,,,,,,,,,,,,,,, ,,,_ «_ «, ,« « «,..« .. «,. «. « „ «,._„ . ,m , .,,,,.,.,..,,.,,..,....,... ,.,x « «.x «. «,. «..,. « «,,. «, «, «., ,,..,,.. EaRR.� ...MOSES, m «_. « . « .. „ « „ «,..., ,.,,.,. « «,,,« «....,,,« . «.x....,. «. ,_ , «, «,,.., « « « «« « «, «., , ,....., nn,,,.. _.....,..,,..,,,,,,,,, . _�� „ «, _.n., �.. _� ...o..� ,. .... «R m� ,_ _ ,,,
30 € UNE «EXi-O- G GRADE £L OF PIPE III �J « ,,, 0� ....,..,u '� "_.,E„ .
w muly
1
D
i V VULSU� Vr UUNJI�JI�JIAIV
P 47i,
j
_« N Sk , GR . RE ._. v ......... ...........,.,,,,..,,,,,v,,,,_„ , x . «, x,,...x. «_,,..,, ..,_.« « _ ._ _. « « «« .. n _.,., «,,,
,,. « «, .............. «_ .,nN « A 8 WAlMR 4E= 19.81. . 6 WATE0 IE 19r> 1-�--,_,' -- ,8,. SEWER,. CR,._. X41.. _ ta «,.. »_ «, « «...,,..,. �.,_..,«,.....,,. ,,.,.,......_._,..... _,_._ .... _ ,« p., «« __...__., „ _� ._ ._ , ,_, _ _ «_ _ - _ . r _ �mm_��.e.,_,_ _,,._ � t3LE 8' SEWER CR 11.67 pSfWER CR_ 132 0 CL OF P PE ' , 6 CR_ t5.t 6 ' °SE CR- "I _ 8 SEWER CIR 1 8 SEWS CR= 13.' 3 12 STORM 1, =. 21.10 I w w r..... _ «_ ,._. , 1 7 I _ I ®�,.:,.SItRM. IlE «..x «_1R 25 ,: _ 25 EX F�URlED POR �.. �»,�..�..� ��»u.,u,��, „__., »,, ,.,,,,,,., x „,_.., «..�,,,a.�_ ,.:�n6 - II».JI ..21..2 §,...,.m�n,�.. a._.,�..��n.::, . � ,�m,:�:,�am�.��,,.�r�..�.� _1.2.. «STO I�I R�O47 . f l �,_. ..en,. �.f,,. .,.,:.,a.. .,,n.;»,.., e..e 6 ..... ,,, , «.. ...,«..�..... =m„"... «x „w�x� ..,.a..w...... «u_a, ., «..�. ... ..,,.. «,.,.,.,... «... e __.......,... « .... . � gin,,, «_._._,.�, _,,,,_ ,w � ..Rl „n ._..� I - --- -- _ -- -- -�- - -- R:. I IPR w �. a�. x» �. «.�.,..,, ,�.�»«, A _ _ �. » ,,,,,... . « «,,.v.._,.x.� ,..�,...,,.,., »�,.,,a „�«,,,..,.«,«„«. � «...m «v,,..,,.�..u�,,,, « „a «�.,, « . ,,....,., ,u..,.....�.,,,,.,�..�.,....... 4OLF= 8 PVC 8' STORM IE= 1.46 PRIVATE {i�A � 127LF' «.6 ,,.PVC,,.' t:1.9� „�,,,.,,, �,.,,. ,,e „n .�.15 � RIVATE 17 ,0� � � � ,.,....p}{} A�.:,..,..��..,�»,�
1i46LF 8' PVC ®0.804 187LF 8 PVC 0 56 wO O w _ PRIV
_ R
�....x. 6 I SSC
i L �ISN 1VC
& SEWER CR 371 -PRIVATE SSC ®.. , ,,,,,,,,,,,,,,,,,,,,, ,- ,,. E�, _, ,,, ...,,,,x...,x_....x
.,. - - 6' STORM IE- 2.43 6 STORM IE 21.69 RIM= 5.09 RIM
,
T
10 0:50 IN. ,,, , ..,., ...x :............. n .',,..,.,...,,.,..,,..,,,,N. « «. �.,. « « «, « «.,, «.. «, . «.oa. «,,.SSCO,., x.,..,�.....w,,,, ,,.,,,,. « « «.,. «, «,..., . ,.., », « „x,...,,.�.,.x.�.�x,xxx, x,...,,,..» -„�1�, ,T _ «« »ta «,,, «,,,, «,,,,,, ,,,,,,x„�.,.,m.m.,,A,« „�,w,.,� «,m�. «,.,,, « « « «,« �.�,.m,�«. � ._ �,n.,
I E :99 PRIVATE
M , i I PRIiIA SSiuIH I i IE =2 71
EXISTING ° SMH MATCH E)�IS11NG PRIVATE SSM 2 € PRIVATE SS H
.�� ..,...�...n..... ., �tIM= 24.97 C5.
� w � -RIM 24:41 i
I RIM= 21.6 OPE _ = € 1E= 21.06 -
STUB S RIM =24.40 I R M 24.54 =16.16
I C5.1 PRIVATE 48LF 6 [ IM -25.04
CI CHA NEL
1
Q
PRI ATE
. ,A. „ »,,,... , .x...x,...,., «n «: ,. � «. -.�F . «- .«,,,�., . «�, «�.xFM« «�� «_. «,. , : ,,,..,,,. ,., «m, « «, ..,.,..�.0 ,,«N, «,.,..:» . , « .. x~. ,x� , �x.« � =U,...,,,, .u....... ... «.,...,x .. «. «: M,�.:: «,. :,.»«,�..,x��.s...�._ x,�,,,,.�,x ..,..,,�x xx,.�.....__ ,,.,,,.:, . » .......:...:.::.x � _ ,:� , ;,,:; , �. ��
5 CI_ ELE� 1�Q.� � C{�CFLANNEt =13.35 HANK 9 » � = PV£ � 7. 8� � ... _ �
0.. I i 0� C EL 15:2 2 I SSCO LADD S I�fATE 5 1F CS.t {E 13:87
f
(>
»
,«, «,.�,�.,, «,,,« ,., «,. .,,.,,. »,. «,.>w «, «, «R «� «.«,� «,,. «,,.« ...� « «_ «. «._�...._.I.sAODER::: N: , ,,.,.., ,,,. »,. _,,. »..,....,_.,x.,,,,,x„
.., «,..,LADDER., ; � AC 5J � �-- 2 �4 � « »f21M= :02. », «x «, ., ...,.,,,.,,x.,,.
g PRIMATE SSM 1 € C5.1 5.1 i - C .1 C5.1 »,.,,, RIVA-.,, .H. «..
c IE- 2tI.27
................,,, .._ » «.,..,,,. «.,,, _ «. « ..... „ ,.. »..,., «.. _,,.x..x. «.._.. «, . _ ,, ,.« „ ,,, ,.,,., ».,..,..ss....,.,,,,,,,x..
0 � � RIM - 24.13- � , � I�IM -�4 56� . �.,,�,m,,,.,, 1M -24 76
CI ANNEL 151 i I _I CHANN -17.44 I CHANNE =18.84
................ �
'� ....n, « « « «.,, «.,,.. « « « « «. « «,,.. «. «. «.. «.. «_., « «.v.,a . �. ��,,,. �. �,. �,,,,», �,,,,, �. ��.. �� «�... » « ».,.,_.,,�.,,..m..,.... _,. «.xx ..., ,.�.« . «�. «_ « «�. «_ `«..« �,..�.�n,��,.�..,,.�.....,...x. , xx,.,,, x,,,. x,, ,.. «,,,v.,.�,..�_�..�.,,__«,,,. , «.....,�... «._,�,.,. ,,,�.,,,,:,. .: :................. » „ ».,., «. «x.x
_..__
1 CONNECT TO EXISTING LADDER (S) ; 2 4 * PROVIDE 2' MIN SEPARATION BETWEEN w � � 3 ! DDER (S� 4 DER (S
_..___..._.._....._.....- ....__ __-._._...___._- - _._.._.. 2
SANITARY SEWER STUB. SEE 5.1 C5.1. _.._..__. PROPOSED-_ TIES -MD E'ETROCFUI� LINE; I __.r_ _ __� �_. - C5.1 X5.1
� I � f 1 MD S E �EPOPO GENERAL NOTES � AJD 7: N E IE�SED 7
UTILITIES ANW OWER AND FIBER OP MC LINES. � !
-
I i I i
I
uM_ r Q NN co l d' M C t C CR OR st p M N r- t� Cl
T � pp
�Od � ' � 4 N L C'
N � d N dE NEN N NN N NN � N N N N N `- O tlj
N N N
0 1010 +00 1010 +50 1011+00 1011+50 1012 +00 1012 +50 1013+00 1013 +50 1014 +00 1014 +50 1015 +00 1015 +50 1016 +00 1016 +50 1017 +00 1017 +50 1018 +00 1018 +50 1019 +00
W
U
ENGINEER IF DISCREPANCIES OR CONFLICTS WITH PROPOSED UTILITIES.
30 2. PROPOSED PIPE LENGTHS ARE TO CENTER OF STRUCTURE UNLESS OTHERWISE NOTED.
3. PROVIDE 18' MIN. VERTICAL SEPARATION BETWEEN WATER AND SANITARY LINES.
25
4. PROVIDE 6' MIN. VERTICAL SEPARATION BETWEEN STORM AND SANITARY LINES.
20 5. PROVIDE 10' MIN. HORIZONTAL SEPARATION BETWEEN SANITARY AND WATER LINES AND 5' HORIZONTAL
SEPARATION BETWEEN SANITARY AND STORM LINES. SIDE SEWER SHALL BE PROVIDED AT 2% MINIMUM SLOPE.
15 6. AS -BUILT DRAWINGS PROVIDED 0 DED BY CITY OF RENTON SHOW EXISTING 8 SANITARY LINE
STUBBED TO PROPERTY
LINE. CONTRACTOR SHALL POTHOLE AND VERIFY STUB LOCATION, SIZE, AND INVERT ELEVATION PRIOR TO
CONSTRUCTION AND ORDERING MATERIALS.
10
7. CONTRACTOR SHALL POTHOLE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING 12" PETROLEUM
LINE. POTHOLING SHALL BE CONDUCTED WITH A REPRENSENTIVE OF OLYMPIC PIPELINE PRESENT. CONTACT
5 HOLLY WILIJAMSON 425 235-7736, OLYMPIC PIPEUN PRI OR TO CONSTRUCTION AND ORDERING E MATERIALS
TO SCHEDULE POTHOLING. SEE SHEET C5.2 FOR ADDITIONAL OLYMPIC PIPELINE REQUIREMENTS.
0 8. SEE SHEET C5.2 FOR CITY OF RENTON SANITARY SEWER NOTES AND SPECIFICATIONS.
_5
n
d
c � ,
a
k
® '®1
i s
.,; ..
RING A COVER.
CA j 1. C3i� N G N�� �2 R
CONCRETE BL�C!(INfff�'- ANCwLE.
TYPICAL SIDE SE�,R ELEVATI ON.
OF TEE AT 1�AItI ;25
REV QN " . .
"
48 .MW
��" MH
fi0 MH
.A.
.$.
.C.
.�.
.E.
--
46"
"
8 MIN.
"
5 MIN
"
24 FAIN, :
"
27 . I.D.
54"
8" MIN.
5.5" MIN.
24 MIN;
24" I.D.
60"
1 8" MIN..
6" MIN.
42" MIN.,
30" I.D.
0 4 Oki III MA, 4 TIMM [NAVD 881
CITY OF RENTON BASED ON CITY BENCHMARK if 1160, FOUND ON BRASS BUTTON WITH PUNCH
ON CONCRETE POST MONUMENT DOWN 0.3 FOOT IN A MONUMENT CASE APPROXIMATELY 6 FEET
EAST OF THE CONSTRUCTED CENTERLINE OF EAST VALLEY HIGHWAY AT THE NORTHERLY MARGIN
OF AN EAST -WEST PIPELINE RIGHT -OF -WAY. ELEVATION = 18.84; SEE SHEET CO.0.
- CONVERSION FACTOR FROM NGVD 29 TO NAVD 88 IS +3.56'
PER RECORD OF SURVEY RECORDING NO. 9503179003, BASED ON FOUND MONUMENTS IN SW
23RD STREET. BEARING NORTH 89'51'58' WEST; SEE SHEET CO.O.
ommm
BEE
LG IJ NVIUI JVUI OIIVUL, JUIM OVU, I OWIIRI, VV^ VOW0 4W.J0J.4'►44 ICI. I NO. I. REVISION I BY I DATE I APPR I Ate:
1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL V
1 ORZ. 1 " =40'
VERT. 1"=10'
I ONE INCH I
AT FUIL SCNJE
E NOF ow mm
Sc" AOCONWALY
RECOMMENDED
FOR APPROVAL
BY
BY
BY
• oil ® Lf
CITY OF
M` RENTON
Planning /Building /Public Works Dept.
--
CHECKED FOR COMPLIANCE
RECORD - DRAWING
TO CITY STANDARDS
--
REUSE OF t'10(XIMEN13
DATE
THS DOMIT HAS SEEN NO EEECTWW LLY N
OF �7HS',
UNAURWRI�: AUERATON ANY OF THE NF TbON
DOMWT WILL NYNNATE THE DWAENT,
DATE
THE IDEAS NWRP�OR IM HEIMN, AS iW
- -- - -
DATE
RNSTRUNENT OF PROFESSIONAL SERWCE, IS THE PROPERTY OF
AHN, AND LS NOT TO DE USED, N NU OR N PART, FOR ANY
OTTER PROJECT WTORWIT'W 4M AUTHO M71 N OF MOO
CEDAR RIVER CORPORATE PARK
mm
06 /05/07
a
o
F O DOW
FW-
�
CRUWFINO W.
SEWER PROFILE,
C5.1
NOTES AND DETAILS
SHW`
24
17