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REQUEST FOR PROTECT# Prelim.Plat (PP# —207)
CAG# )
To: Technical Services Date v '' ` �'t/ WO# ��-j n 6�Sn# C 0
From: Plan Review/Project Manager i'J1 e
Project Name
c12'� G /7 s 0 f 2 241WO crs )
Description of Project:
�n
r
Circle Size of Waterline: 8" 10" 12" Circle One: New or Extension
Circle Size of Sewerline: 8" 10" 12" Circle One: New or Extension
Circle Size of Stormline: 12" IS" 18" 24" Circle One: ew or Extension
Address or Street Name(s) S `ZO �
Dvlpr/Contractor/Owner/Cnslt::
(70 characters max)
Check each discipline involved in Project Ltr Drwg #of sheets per discipline
d7/ Trans-Storm
(Roadway/Drainage) (Off site improvemertt_s)(include basin name) (include TESC sheets)
l �-�Transportation (Signalization,Channekation,Ughtin L7'
/ Sanitary Sewer Main(include basin name)
—//Water (Mains,valves.Hydrants)
(Include composite&Horizontal Cui Sheets)
❑ Suface Water ❑ ❑
Improvements (CLP ONLY)(include basin name)
TS Use Only c�-300
Approved by TSM �^% f Date:
1 `
�5 I 9z3 END I,,LA
• r'OV£LYAY PER DEW
SWgT 9 OF 24
S 88 31'38" E 220-20' r!- 1
CONTRACTOR 10 KR/FYL '
6'0 PVC 17GH TVIVE STORM DRA Ex CB TYPE l '
FOR FOU DGH h ROOF RIM EL-149.66
6'•m PVC 7ICH RINH TORM DRAIN- DRAINS -2.OX(MIN) L£. -74J.06-IN S(NEW) 'n
FOR FOUNDATION 8: OOF LE. -7/2.96
I DRAINS S- 2.OXI( IN.) OT � CB#TO-TYPE I' LOT 1-_1 O EX.CB- TYPE I
IN
LOT 8 -175.30 LOT 4 7A: +1 15, 13. 5 T. FF-159.45 v R/M EL-1ae._v
FF-TB9.40 ' LOT 7 LOT 6 I BF-169.50 FF-172.00 El.f6a 4�-B' OB' TYPE 1 I �I
8F-180.40 FF=iB72O FF-i8.00 ' ' BF-18J.00 I 2 STA 9A.J8. 75.23 RT - fX.8
8+ TYPE I U 1
BF=778.10 , BF-1 4.Ov � z I LOT FF-7 6.so ``RE£L 149.16
I , 4 O-- I CE RiM=LOG r�i .1i7..41 12•W V
_-__._ __J L_ rE�1 ' rrE. 7. 72'S/N (1)EX. MAI O� V'FF-1676 0.00 -14 11 1
J, -- �� .47•.• TYPE CB '•".TYPE ll-4B" of
LOT 9 51Ai 1 3?8 1�3 LT RIM=152.9050. JB.SY RT \ a I
FF-189.50 I ao0 ` \ Zt l n
' IE-I4J.BJ-i2"tr 15"
BF-180.5Q '� I '3 J3LF 11 CPEP f- A
S-J OJ J OF 1s•S�Pf.P_,
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/ v '(R• -}--- - _ oo .NT ',s- I '' $ u % DB
% •yr 4a00 N BB Ji OE ,
'J "W 768.4J�---
O.Oo'TC=134620X
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six
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i
GD 178. I F
76 s 16.OB ! LO Bf-774. I I E 769.00 a'.. 1
i Q EIp
8F=180.70 __ T 5".08 FF-186.10 5-i]5R
4 6 m P-C TIGHTLINE STORNf ORA`N - `�` I 1 Y
c r 16' i92 TS BF-177.00 ,o FOR FOU DA T/ON 6:ROOF I 11LF 1T`CPEP N 0=r
-MA TCHLINE DRAINS ♦ 2.OX(MIN) 5-40.91X 5 333LFOJXSD '„MCAT WAY
STA: = 5-�-22.19 CB,is TYPE l I 44Lf 1?'CPEP
CURVE TABLE FOR FACE OF CURB ' LOT.33 s-1o.]PX8/'S TYPE I �, m �.
STA: 3+IS"23. 15.23'LT. FF-168.00 I TA: 1+29, 15.25'LT" 1_
CURVE RADfVS LENGTH DELTA I R!M-15J"B5
RIM-171.22 - L--BF-}59.B1T - l IE-f49.D0 TC=Is7]
CIO 25.Do 39.20 89'5025 IE-I6744-17' - LOT 31 I I o
C71 25.00 39.47 902753 /E-i81.B1-e' ''FE=f65.?1 CB/4 ••• TYPE I I
C72 109.00 56.20 29'3229 - BF=T56.221 STA;0+94.38, 13.25'LT. I 7f98.01 BECW LANE
Cl3 141.00 72.70 29:5229 CB ,•.TYPE-ll - 48"
C7 1141.00 72.70 29'3229 _ SEE S. 9 of 24 I RIM-13338 01ERLAY PER DETAIL
CIS 109.00 56.20' 29'J2 29 STA: 7+7756, 2. 8'RT. P F/ 5, lE-750.00 57A. O pL AVE9EEr 9 V 24
Ci6 76.00 119.3E 90'0o 00 N07E+ RIM-135.72 i� I
C77 44.00 69.12 900000 STORM DRAIN PIPE SHALL BE CPEP-N-,2, OR !£-149.21-1?" I Of7ETNPON VAULT
REINFORCED CONCRETE PIPE UNLESS -. I 9'WIDE. 8.10'HIGH, If0•LONG BY -
/E-144.50 OTHERWISE NOTED. 7_
STA:1 J.S'RT If0 CPEP CB VAULT INSIDE DLM. BY
1
FRAMES,S. GRATES
GRATES AND ROUND ! 5-73.2.76X X TYPE f
SOLID COVERS MARKED 'DRAIN' RE Rf0 OF By
W/LOCKlNG BOLTS. _ REMOVE 10.'Of EX SD PIPE Z
8'CMP DRAIN RIM-13J.99 u I T L T 26 •. I 1 - CAP END W/CROUTED
HEAR ^'
W GATE p2 FF 193.00 13'PRLVA TESRAI N CONCRETE PLUG
/�^ c
3]LF 12"•IPJ
y 11 DRAIN EASE-M CB TYPE 11 - 60 S-25.'J12X IE-133.75 M
B"CMP ORAILL 8'CMp W/CAP B'CUP DRAIN I STA: 0+15.93 3'RT W/R/PRAP 4'-8'
f 1, QL83, W/SHEAR GA ORIFICE=I.12'DIA. W/SHEAR GATE ------------_.J I � RES7RICTOR CB ROCKERY BEHIND
48.83R!M-154.65
NEW CURB W/TRASH R CK
_ CB JJ TYPE 11 - 60" __________ 'o IE-144.34-12" CB 2 TYPE!
PLAN STA: 0+15.93 3•Rr IE-144.09-15'
RESTR/CTOR CB 16 LOT 25 SEE DETAIL STA: 0+08.54 6.J2'RT
6LF 12"CPEP 1 ( SNT. 8 OF 24 RIM-154.60
1':10• S-6750X - RIM-1.3. 1 FF-,9J.00 /E-144.06-13"9.WIDE,B,10•HIGH, 110'GONG -� CB 1 TYPE I ��
!E-t44.J4-I2'IN
VAULT INSIDE D/M. IE-II4.31-17" �
E-744.50 IE-144.09-15`OUT 6"m PVC DATIO/NE STORM DRAIN RIM166.000
lE-i66.00-12'
1-144,50 FOR FOUNDATION$ROOF- S I/I COP.19-23-5 13JS.ST
NOTE: DRAINS S= 2OX(MIN.) STATION � an wAv/1I80
SEE VAULT STRUCTURAL PLANS �ZiT N�ENY�Ttr§E 1/4TjIVLLEO .-�-- "
FOR CONSTRUCTION DETAILS I 0 BENCH MARK N8956'31'W 2659.26(MM)
C1TY CONTROL MON#1160 N8958•Da'W T65A3I
C8 p3 TYPE ll - 60" RENTOV) L I OR Q3�-3
----- I S 114 COR SECTION 19-23-5
STA 1+24.31 3.3'R1 STA 0+73.20 J.5'LT STA 0+1397 3.5'RT STA" 0+15.93 3'RT
Rw-15J.99 RIM-]SJ.81 RIM-154.33 R£STRICTOR CB "m FOUND 1/2"BRASS BUTTON WIPUNCH
13p.09 DES/GN WS RIM=154.65 ----1 I IN CONCRETE IN CASE(7196)
I ELEVATION
49.80
`a os-is our _� LO. F SW 114 OFTHE SE 114 OF SEC 19, TWN 23 N.,. R 5£., W.M.
2.0 GIYF STORAGE--- - - - 4 2" N FF1�3.00
E=14 N O
/
.._. .._,C�y. --_- R, v £rafts CITY OF REN ON
PORT10
4.94' 3.DI'NET STORACE� AFFLE WALL IE-144.15 0� S_ SEE SHT B of P4 T
_ 0 TOUA/A ENGINEERS DCPARTMCNT OP PUOLIC WORNE
I44.15 R •EST VHLEY FKECY/1IVE PARK
8'CMP W/CAP /f-144.D9-15• I' \�\ I VALLEY VIEW ESTATES
143.13 I'DEAD STORAGE ORIFICE-1.77`DIA. 6LF 12-CP P l..J�1 'psi= 11#5tluw rl,,[T RAz.SPrt[-,m•rM.a awa
SECTION OE- 144.15 s-62.5oX E- f44.J4-r2` "O n1 0115 " I g'01lS ROAD&STORM DRAINAGE PLAN 1
If- I44.30 7"-ID• SCALE: 1" = 20 I�
_. 20 0 10 2D 40 80 '•^ PER CITY REVIEW DT 1 97 R[mMD:Kf y1• A,Ly" ,Rm �_a91_,a,
�.",�-_ �mP 2 PER CITY REVrEW OT 2 9]
2swa 94
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\ S 8831'38" E 220-20' F T ,f- coNmacraR ra vEa E
--srrysals-�•tr--_�_ ApY
l`C ITIGHTLINE STORM DRA
\ DRAIE0-
S I.OZ(YIfJ.J I I C Fs 5N DON R POOF .E. IIJO I eII
6'M SIG INESOGRAIN - �/ JS$=IOZ(MIN E 1INS(NOW)FORS TON @;ROOF - '-
LOT 8 I 1OT}5 cB_tD--TrPE/ OT 1 Ex LB 1wT 7 s O LOT 4 SSTaA: ]] 1515� +s.�5 = F 56 45 alM Ei=r.asq/N
FF-1B9.w - LOT 6 BF=f69.50 FF='120D I R�-I]T.� L,t w 4E _M1 J06 I mII
BF=rB0.40 11-18].20 FF=18J DD E=)6I-N g
BF-i]B.10 BF=I6J.00 x48 LOT 2 CB TYPE l mEX.EB-1YP�
BF=1]4,00 20th CE LOT ---56.e6••: o+4,3g. f5.23'Rt.
PIu-3l JB s1.82 LE.-"I`11"W W 1 >!I
__-.__ ___ _ _ FF=+6].6 �\ 7 /S➢.4i IE 14T11 12's/N (2)Ex. MAItBO� r
-_ F, ^' TYPE l i CB/1-'TYPE I1-48- o
LOT .19.9 _ sr 1515'LT. STA. 0+0]50. JB 52'Rr. 2
M 15J451S. R/M=•3190 I NII FF-IB9.50 -
BF=IB0.5��- HI.BT IE- 1'
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v j_ n
IOC N 88:71' W 168.4JT-__ _-0__��L$ • > �_ix0 pf I 5�613i. wail D
B-so.
' - '-_("-1 "-"T-� / •--- _ �_ L _tiN O17 2
BF-i81. f OT 00 =1TB. _' - --__ / :I�f♦2.i
LO BF 1]A -y I C�r69.00 r. a .': _ SN;83Za e!{'• I - I-�f �
/ 6 00 6•I Pot DCHDJN£STORM DRAIN - J6Lf p J. • f-/SD T6• Or tS I
m - FOR FBU DON d ROOF
MATCHLINE o DRAINS 2.Os(M/N.j j' �% E-+ rc•l e: F
STA: = 5+22.19 � a .� ao'AGms ,ufMTNr j
CURVE TABLE FOR FACE OF CURB °B/9"'TYPE
J OT 33 .4I-F Ir LPEP. C,1,3?➢ fr 4PE
9OCwYx srA 3+f5.2$ 1515'LT.
CURVE RADIUS LENC- DELTA FF=16BD0 5=GMZ Ll
CIO 25.0p 39.20 89'S025 eeRM Ixaew RIM=T)1.9?I+s dl fLf1srs.82 IC- T -
3/1 +J/Y --BF=159.B0- = '100LF FRENCH GRAIN
CII 25.00 9.4] 907]53 '- WM fi RR FA94L KNi3ti4-TYKzd --LOT 34 :SEE OTL. THIS SHEET
C+2 f09.00 56.20 29:T229 Mtt9m MAx '^° WNI r4W OP /EN6TEt'B"Is'r w / YF=16S22' CB/4- TYPE/ _.
C13 /fi.00 ]2.10 19'J229 ROiO[ - AR1NI�FOwt BF-T36.22 STA 0.94 JB, 13.13'LT. I .%OT riFGw IArE
Ci4 SEE fT 9 of 21 RIM�LSJ.dBI 5 e 9_
Cry r09.00 56.20 19 J2'29 v �� 5 -} W
6Y ffRE STA 1+]]56,1. RT. 'f17R P GE /E-15BQ0/sa.v O (� C,dn 9EET 9 lx Ta �..I
C16 ]6.00' I1938 90'0000 . 3 IlD°F m f1y1 RIM=Lffix Irc.s9 5
IE-11H-12".Ar. gr;P_ON AULT - I
CI] 44. 69.f1 9C'0000 FRENCH DRAIN CB lo-Tl'P / 9'_r..6.10'HIGH, 0'LONC
IE=144.50 R/M=159.W _ vaULT/NSIDE DIM. ///��� p
STA:1+24.51 35'RT NOTE IE=r54.]O -----�,EE u• Q
FFAM15,-M,AND- Ex.CH-11'P 1I A
SIX/O COtERs YAKKED"ORUN' S7DRMRONFO GRAIN PIPE SHALL BE CPEP-N-12„OR TO BE REYOYED
oMEMSE N CONCRETE P/Pf UNLESS + '- O
WjLOCKINc BW 15 I / REW IE 5'OF EX SD PMY l
6'CMP GRAIN RIM=f3J89 OrHEIWSE NDTED. LOr 26 cAP CND WIGRWTED
W/SHEAR CA IF FF 91t DD R 22
15'STORY GRAM/ CONCRETE PLOD 3D=e•Ti.SL' Np N
GSEMENT-- h`I.f I2'I CP P raj W
a'CYP O w_ B'CMP W/CAP B•CMP DRAW •➢�3 SU ALL SIYALE AND DOR E i STA 0.15.93 Il- 60�y4,J,218 IE+363.'IO
%SHEAR GA ORRICE=f.]2'Du W IS' I SLB�ACE RDsulu -!- 9RAIE STA: ICT3.9J J•RT W/RNRAP 1•-B•Isa.i6 W 0
/SHEAR GATE 1 NYORp>EID SBWkE----_ RESIR/CTOR CB -W CUv BEH/ND I k
�- _ R/M=fih6515 S0B NEW LURE W/TRASH.}AC� w
C8 j2 TYPE ll-80' _______ . - IIt161E-i41.d.-+1"
STA O 15.93 3RT 11.9[.IE=i41,B9-13" CB�'J- TYPE]Z-4B• y
PLAN 6 F r1 Cp£p_I RESTR/CTOR C8 LOT 2 J SEF OE TAIL siA:O+OB.se 6.J1'RI
m
1•=+0' s=6230Z R-154,861ss.aB fF_19500 SNP B OF 21 RIM=J4A40156.zx I m
9'WIDE,-o HIGH. 1t0'ICNC IE=ibY.6B I10.IiW z•=rlsuiw I ti
VAULT WVDE DIM. IEWAM-12'IN p1.98 '--____ _ _. __ _CB 7-r TYPE I
IE=f11.30 =144.� IE.s41:B➢-1$•OUTIW,98 6'.Plt DGHTUNE STORM ORAIN� R/M- 16➢.JO E,R-12"CPEP, TEE T
NOTE. FOR FOUNDA DON B ROOFI16s6-.gt3B-T1'
DRAINS s=ZOZ(MIN) 4 s r%L1GP.f9-Tl-3 r
SEE VAUL T STRUCWRAL PLANS r-- 01Y 110'I r60 TJISSYQgI
sTA77ON MONUMENTS
FOR CONS mUCTIDV Di,,- 'I H�"�"/N�,
eBENCH MARK `�'�"w T6SRT6'//YEAST
NeaSB'0J"W T659.J+(W(KKw)SW Grip.19-Tl-9
CB j2 o TYPE ll-60- _______ I CITr CONTROL MON/116a pry WGw aro
S�T+24.31 J.5'Rl STA O+]J.10 J.3'L T STA 0+1J9]J.3RT STA: O+15.93 JRT Sf/4 CC SECTION 19-25-5
RIM=s439!Is1.c4 R/M=rSJ.Bf- R9I=t54,iPIs48q REs1RICTOR CB I - FOLRID T/2-BRASS BUTTON W/PUNCH v
130.09 OEs/GN w5 EIM_I.1. _____ I IN CONC CRETE IN
QBBSE(]596)
151.23 _�. - - R:-u4:OB6 r5"WpTHb T 4 = W.M , 1
b - utj
...... ___.. _. _.. -. ' ._ n 19.80 PORTION OF SW 114 OF THE SE 114 OF SEC 19. TWN 23 N.. R SE.. .
1.0 UlE STOR FOT9J.00
STORAGE f WALL .___ IE urs SEE-T B P124 r��� CITY OF RENTON
�Ro LS TOUNA ENGINEERS oEP.J.rMuaT or Pusue wo.Ks
8 f43.f5 1,DEAD STORAGE 'CMP WRAP BLF rT P LIE=/iiSeB-13" eq :d,.�wB,�.c a.ramc PA.W...oR VALLEY VIEW ESTATES
SECTI/� ➢"ICE=1.]1"pA s-61.50Z
ON IE=r4415 lE=144.34-I2' +=IMN mr-uu uPop»r-^MT GRADING R STORMDRAINAGE PUN 1
4 IE-usso 1-=Io' SCALE 1' = 20'
r0 TO W :C ,s' PCR C'TY RE'r.E rl' IDT -
%
+¢e2
Lrs aa24
ROLL 157 3g5 24X