HomeMy WebLinkAboutR-410912LEGAL DESCRIPTION
0
7- THE NORTH 2 � ACRES OF THE SOUTH EAST QUARTER OF THE
SOUTHEAST QUARTER OF NORTHWEST QUARTER IN SECTION 5,
TOWNSHIP 22 NORTH, RANGE 5 EAST 5 EAST, W.M IN KING COUNTY
WASHINGTON.
0
EXCEPT THE EAST 30 FEET FOR ROAD.
ALSO EXCEPT THE RIGHT OF WAY FOR 106TH AVENUE SOUTHEAST:
AND ALSO EXCEPT THAT PORTION THERE OF CONVEYED TO THE STATE
LJJ OF WASHINGTON FOR STATE ROUTE 515 BY DEED RECORDED UNDER
RECORDING NO 8906291184:
SITUATED IN THE CITY OF RENTON, COUNTY OF KING, STATE OF
WASHINGTON
12'x4'X
DEEF
STANDARD LOCKING MH
FRAME & LID SEE KCRE
DWG NO. 7-022
FOR DETAILS OF HAND
HOLD, STEPS OR LADDE
SEE KCRDCS DWG 7-01
OF CITY OF RENTON
PROPOSED STM
MH^(TYPE-11 ^48'^)^I ^I^ n
DETENTION VAULT - PLAN VIEW
SCALE :1 "=5'-0"
INFORMATION SHOWN ON THIS DRAWING REGARDING EXISTING UTILITIES
IS COMPILED FROM TOPOGRAPHY SURVEY BY CENTREPOINTE CONSULTANTS.
PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE AND CONFIRM
THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, AND ADVISE
THE ENGINEER OF ANY POTENTIAL CONFLICTS.
SURVEY BENCHMARK
CITY
OF
RENTON BM
1852, BRASS DISC IN CONIC SI NE 4TH ST AND 148TH AVE SE. PUBLISHED 138.614 METERS
NAVD
88
= 454.769
FEET
CITY
OF
RENTON BM
2110 - 1/8" BRASS PIN IN 3" CONIC MON IN CASE AT THE SI OF SE 176TH ST AND 116TH
AVE
SE
PUB ELEV =
448.162 NAVD88
SURVEY
CENTREPOINTE CONSULTANTS 14209 29TH ST E #105 SUMNER, WA 98390 PHONE: (253) 987-7859
PORTION OF THE NORTHWEST 4, SECTION 5, TOWNSHIP 24 NORTH, RANGE 5 EAST. W.M.
STRUCTURAL PLANS FOR THE WET VAULT TO BE SENT SEPERATELY
FOR THE SPECIFICATION
OF WATER RESTRICTOR
REFER TO PLAN 237.0
OF CITY OF RENTON,
SHOWN ON THIS SHEET. \
L
lo�
12'x4
SUMP
PIPE FROM CB
INV EL=455.45
INSTALL FROP WITH PIPE
SUPPORTS THAT IS OPEN
ONE THE BOTTOM AND
ON THE TOP
INV=447.16
SEE FLOW RESTRICTOR SEE
LADDER RUNGS
ETAILS IN THIS SHEET FOR
ALL NOT SHOWN
ORIFICE ELEVATION
FOR CLARITY.
_ I
r5�x10' GRATE OPENING
RIM EL=465.1
PL
FINISHED GRADE
0.5'
x10' GRATE OPENING
M EL=466.2
FINISHED GRADE
5'x10' GRATE 5'x10' GRATE
OPENING OPENING
RIM EL=464.5 RIM EL=466.2
CONSULTANT
MAINLAND ENGINEERING CONSULTANTS CORPORATION
UNIT 206 8363 128TH STREET
SURREY, B.C. V3W 4131
TEL: (604) 543 8044 FAX: (604) 543 8104
EMAIL: CIVIL@MAINLANDENG.COM
5.
REISSUED FOR REVIEW
SGC
2023/03/14
4.
REISSUED FOR REVIEW
SGC
2022 12 02
3.
REISSUED FOR REVIEW
SGC
2021 /04/14
2.
IREISSUED FOR REVIEW
MK
2020/06/19
1.
ISSUED FOR REVIEW
MK
2019/11 /19
N0.
REVISION
BY
DATE
PL
_,TOP OF LIVE
TOP OF DEAD
STORAGE
TOP SEDIMENT
STORAGE
5'x10' GRATE OPENING
FINISHED GRADE RIM EL=467.5 --i
AB
SURVEYED:
SURVE
AB
DESIGNED:
EM
AB
AB
DRAWN:
MK
AB
CHECKED:
RM
APPR
APPROVED:
AB
7' GRATE OPENING
EL=467.5
SCALE:
AS SHOWN
ONTALLN D 1983/1991
HORIZONTAL:
ONE INCH
DATUM
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
TOP OF LIVE
STORAGE
TOP OF DEAD
STORAGE
INV=451.70
TOP OF LIVE
i0.7 STORAGE
�.7 TOP OF DEAD
STORAGE
48 7 TOP SEDIMENT
STORAGE
INV=447.70
2023-03-15
re.:7,y=rw,.,npg IE: GEE *3G6.6QE Ara1E�� e�,r "�,%6A 17 T$
RE W OVAR E'A45TERTIrAT
Clk1PLING ICR FLAANGG -
'I MN CI faoeMOF TfT
ANY F10WNT N OF FLIAT R&5THlGT4)R
TEE INCLLOL'44 ELEIMI
7 MN
ELBOOP RE S TALC TOA,
SEE DETAIL w4 NOTE 10
6MN
r WIN.
a- uAx
1uTE wElrsr, TO EUN2* ► ft
nw.n..0 AS W CFWCD M NOrt S
ELB4'rf RE�iF�T+a1R iIET�LIL
ELIVAnm PER FLANS
12'MN UNDEN
PAVIFL"T
AllaTR]NAL�•^ IR Rl1fIC�Iw SLTSITD
ALLOL4 AG�DE55 T4 T: S OR ti'MJLT3
WHEN CATCH 19 F ILL® WITH WATER
t ANCLE AS /
tN�4[-SSARY, tf
8E3E NOTE 7
rf
FRAWE 8&Oub COWER AMIaumj- 0Arr
WITH LCCKM WETS PFR ,STIT PI AN ?OL 9P
719' ILE14lt.
vERT+CJNI6" {DATE FVI
SECCHDARL' INLET
4v WIN.
WATER!
EIllIM,REBTIMlffrM
7qjff.jZF
3ltbIETAILA1NbF4bYf 10
HNIG'i4LDra SEEPS. ORLADOEP
PFE SUPPORTS 5EE NOTE 6
ITS }
5-0
f
SERE NOTE P jTIP r
h!N
7 MN.
I
D 1
IIIIETRIC I I
CUTLET PPE. BEE
INLET PIPE
FIDTEJL T 111.
7
NvEkT AND
SHEAR STATE WITH OCHTROL ROD FOR
CI FAN. l.tpAPN"IEINT J4d DEwf4iEn
CLEAN
ELEVAT1014 PER FL044
FUR VERTICft AlI91YENTY.fTN WVER-I
I7'5afxTE7N or PIP! A1TAJ7.1l0 LY
PER BTp PLAN 317.
GAkSPETED BAND TO ALLOW REIADVAL
II" MIN_
MI I.Mg RiSTR1GTOR PLATE WITH
ORIFICE DIAAS SPECFNEDI SEE ROTE 10
Ncrnm SE01ION A
1, LEEAWMAPAJWOFA54'DIAMETERTYPE 2CATCH Et4BFI.
] M fLWF r.- A fry' fWygAR or YfIOP/Q P{AK FWW.
1. METAL PAM PREFERNED TO BE STAIIE.FM STEEL ALLYAHCMD STEEL. OR ALUIINKM ALL OTHER STEEL PARTS MUST EE G LVANQED WITH TREATWENTS 1, 2. OR 5.
4 rRAm ANo L AcazR QR STRP Wr$9T 5a
A CLEANOLFT GATE ISVIABLE FROM TOP.
EI. CLM4'_D04r1N SPACE IS CLEAR OF RISER AHD CLEANCUT GATE
t. FROAE IS CLEAT! of OJN&
4. IF METAL OUTLET PIPE CONNEGTS Tl] CEMENT CONCRETE POPE: OIJfLET PPE TO HAVE SMOOTH 0.0. EQUAL TO DON(3RETE PIPE I D LEES IN
E. PFkUn[E AT LEAST ONE t R bW OAOE SUPPORT &RACKET AfNCNOIRIEA TO COmMETE STALL. IL"MLIIR S'-0`vEftTf:4L 9PAC7NC;.
7. LOCATEELBOW RESTRIGTORISIA5NECESSARY TOPROVIDE NINIWUMICLEARANCEASSHIMW
6. LOCATE AD MOKAL LADI ER PouI,IOili N STRUCTURE& UEMAS ACCESS TO TAmKaAPC YALILTS TO ALLO* A.C'CES9IILT•TEN CwTCM BASIN 0 FiLuwwTtt wATEFR
0. WHEN CONNECTNG TO A NEW PIIPE U5E A FLEXIBLE OOFMIECTOR IKOR-NySEAL DWI WTTH GORRL*ATED PFE A016WI R OR rWFROM1EO Ei'LLP&)- WHEAL DONNE TING
TGAi EXISTING PIPE USE A FABRi ITED SAND COLL.IA OF THE &ME I1M,TERI1il AS THE C04NEC71NS PFE
ID. IF TIN MKTIPN I$ 4slD ONLY rC R WILL CONTflol, TI-IM RILDOW REMTN N311%AND RESTRICTOR PLATES W1rH oRIrkrEs ARE NoT REoUFRo.
U"LES5 @"E FMt% NOTED, DU M NG 15 lIOT TQ SGLLE II I
0 t
TD. PLAN - 237.00
PUBLIC WORKS FLOW CONTROL STRU�CT'IJRE - AZ 9/28/2D16 I
DEPARTMENT RESTRICTOR TEE
.., DATE
NOTES
1. MINIMUM RESTRICTOR
ORIFICE DIA. TO
BE 0.25".
2. ADJUSTMENT IS REQUESTED TO
LENGTHEN THE FLOW OF THE VAULT
AND KEEP THE EXIT ON
THE SAME
SIDE;
AND KEEP THE LENGTH TO
WIDTH RATIO OF VAULT
MORE THAN
3:1 ,
BAFFLE IS OMMITED AS RATIO
LENGTH TO WIDTH RATIO
OF VAULT
POOL
IS GREATER THAN 5:1.
CALL 48 HOURS
BEFORE YOUR
DIG CALL 811
C TY OF
RENTON
Planning/Building/Public Works Dept
EMERGENCY
OVERFLOW
EL=460.7
PIPE SUPPORTS (2 MIN)
3"x0.090 ALUMINUM W/J'
STAINLESS BOLTS
OUTLET PIPE
MAX. WS=460.7
ORIFICE #3(0.82" DIA) 4"
ELBOW INV EL=459-21•
/--18.0" RISER
ORIFICE #2(1.39" DIA) 4"
ELBOW INV EL=456$3 F
SHEAR GATE
452.70
r12" MIN. Z
0_.50% SLOPE
RESTRICTOR PLATE WITH
1
T
4 °
ORIFICE ELEV=450.7
DRILL A 0.55" IN PLATE
N
°'n
1
n
BOLTED TO FLANGE OR
T
DRILLED TO CAP
Q
Z
N on
LADDER RUNGS ALL NOT
SHOWN FOR CLARITY.
n
�
Q
Q
Q
447.16
a
a
a
Q
a
a
:4 5 AP
CONDITION OF
APPROVAL: ORIFICE
ELEVATIONS ARE
MEASURED FROM THE
OUTLET PIPE ELEVATION
AND NOT FROM THE
BOTTOM OF THE FROP
TEE. ORIFICE
ELEVATIONS TO BE SET
AT THE ELEVATIONS
RED -LINED ON THE
PLANS.
459.21
1458.081
Cox
i
I
MAN
FLOW RESTRICTOR SEE DETAIL �-
(FOR SPECIFICATION REFER TO STD Q
PLAN 237.00 OF CITY OF RENTON.)
SHOWN ON THIS SHEET
SCALE :1 "=2'
R-41 0912 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS u�
0
EDEVELOPMENT ENGINEERING SURFACE WATER UTILITYJV% z
l Sippo 03/30/2023 J Farah 03/30/2023 ' LLl
Q
DATE
2023/03/14
M A D U E N O SHORT PLAT FIELDBGOK: W
PAGE:
19805 108TH AVE SE, RENTON, WA 98055 DRAWING NO: 0
COMBINED DETENTION 8c WET 12 0
VAULT DETAILS SHEET:
12-OF-42