HomeMy WebLinkAboutW-426601QD
ry
LU
NO TES:
L ALL 7RENCH RESTOPA PON M FHIN TH'E CI rY OF REN TON PIGH 7' Or WAY .SHALL DE
PFR THE CURRENT CITY OF RFN TON TRENCH RESTORATION AND S TREE T O VERL, A Y
DE TAIL.
SIDE SEWER NOTES:
1. SIDE SEWER LINES SHALL 8E INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT.
2. MINIMUM SIDE SEWER SLOPE IS 2. 00.
3. MINIMUM SIDE SEWER DEPTH 6 5 FEET FROM FINISHED FLOOR.
4, IN UNPAVED AREAS, POUR 2-FOOT SQUARE CONCRETE (CLASS .3000) PAD ARGON CI
CLEANOU T RING AND COVER
LL I
J
BASIC DISPERSION NOTE:
EACH DISPERSION TRENCH HAS A LENGTH OF 10 FT AND SHALL MITIGA 7F 700 SF
OF ROOF .AREA, FINAL DESIGN TO BE PROWDED ON BUILDING PERMIT PLANS
CATCH BASIN 1 Q TE•
Ud
IF DUMNG CONSTRUCTION, IT IS FOUND TPAT PIPE ANGLES REQUIRE ROTATION OF
THE TYPE I C8 AND MISALIUNVEN T W7 rH THE CURB, THE CITY WILL REQUIRE
REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER SrRUC'TURE AND
ADE-OUATF KNOCKOUL
PUBLICLY MAINTAINED STORM ELEMENTS:
ALL CA TCH BASINS AND PIPES WFTHIN EXISTING q? GH I -OF- WA Y rO HE
PUBUCL Y MAINTAINED_
Carr 2 Working Days Before You dig
11
Utiftiee Underground Location Center
OD,MT,ND,CR WA)
SW 1/4 SECTION 32, TOWNSHIP 24 N. RANGE 5 E, W.M.
KENNYDALELOTS
" WATER SERVICE LINE AND METER
TO BE INS TTAED R Y CITY FORCES
(TYR), PER COR STD PLAN 320.1
44 4F I-W, SSS ..dl-
2. oox ulk
IE 0 MAIN 103.75
END IE 104.62
S7i1B CLEANOUT
(TYP. ), PER COR
STD PLAN 406.1
& 2. 00% MIN.
END IE 107.2.5
PRIVATE UTILFry EASEMENT WILL. BE
REOUIRED AT THE TIME OF PERMIT CLUSEOUT, (PRIVATE
10.91' RI141 +##
SADDLE CB 1, TYPE 1 10 " IE 1071
S TA. 10t31.56, 15 L
RIA1 1075107.77'
LX. 8" IF IN 3 (F)106.30'
EX. 8- IE OUT 16N5 (W)106.30'
22 LF 12" DI & 2.50X (P1)
10tOD
I
Q9 2 TYPE 1
TA. 10+53.06, 12.17 L
RIM 1#8110.32'
12" 1E IN 106?-27 (E)108.30'
12" IF OUT FO& (W,)108.27'
(TRENCH DISPfRSI IV 0 I- i
RI141 * ?20L OD
6" IE 118.50
I �
a a 1 I
EX. CS 1, TYPE I C
STA, 10+94.56, 16.35' L F
RIM 114.64 , a 2. DOx MIN.
EX 8' IE OUT 113.03 (W) END IE 114.50
DEMO EX. CB ALONG 1 1
A. ;r+
M 7H e3 LF OF " "
EX. 8" Pvc PIPE i ]- G V (FL MJ)
CONNECTED To IT 1—FIRE HYDRANT A S'Y
FROM THE biEST I 1 10 LF 6" DI CL. 52
1 CONCRETE BLOCKIN
I I I
INSTALLED UNDER SFR
BUILDING PERMITS (7`YP.)
(PRI VA TF) Wf 10 LF
DISPERSION TRENCH
RIM f 121. 70
6" IE 119.20
SEWER PER PAINT MARKS TO BE
TRENCH DRAIN I LINED AND VS0 FOR LOT I AFT
RIM 109.36' — BEIN 5`00PED USING CCTV AND
SEND TO THE CITY FOR REWEW.�
OUT PER COR S TO DEA TIL
f 06.A 77CW OF EX 1
>.
WA TE SE CE PER PAINT MARKS
` C j CO TO 8 GU AND CAPPED AT THE
RIM:l .D L -4 �{I7.87' WA TE MA I BY CITY FORCES
A RI
ECO 2 Dr
I
_ SD #SD S
r r I I 4 VrL
I
�! N
95 LF 72" LCPE & 12.56Z (P2)
EX. PIPE TO
HE REMOVED
�No10
r
.STA. 10+94.56, 16.35' L
63 LF OF EX 6' PVC PIPEFROM THE "EST
L
75107.77'
:.)106.30'
006.30'
2.-5Bfi (P1)
3.95%
C8 2, TYPE I
10+5A O6, 72.17' L
RIM 8110.32'
2" IE IN 106; (E)108.30'
IE OUT ?06.7 (W)108.27' I f 3 jRD �y
6" IE IN 108.32 (N) I v A CE
CO 3, TYPE I
STAt 11+47..5a 12.17' L
RIM "ry2i.64 121.48'
12" IE OUT H&64 (W; 118.68'
5
?2+Do
i
O
CB 3, TYPE 1
STA. 11+47.58, T217' L
RIM121.64121.48'
12" IE OU T (W)
118.68'
9+60
10+00
10+80 11+20
11+60
f2+00
1 CITY COMMOM (DATED 07.10.23)
BID 08.16.23 YLP SURVEYEO.
SC, L.E:
D.R. STRONG
TMANE
4ERFIC}L HASH 19B6
HORIZONTAL. W lees/*01
2 CITY COMMENTS
YLP .28.23 YLP
AS NOTED
CONSUL TING ENGINEERS
°ES'C"°°
BD
EV IAFERS PL4AMRS SURVEYORS
pkAwN.
PI'IB
OHE= INCH
DATUM
62'1'�hAti�F11UE fCII41.AI1 WAS
CHECKED.Ylp
AT FULL SCALE
0 425 d27 F425,8272423
lF HoT WE WH
N O REVISION
BY —. - AP R R APPR[y✓ED
SCALE ACCORdINGLY
.
- —
YLP
125
120
115
110
Flip,
fo
RECORD DRAWING
NAVD88 C.O.K. ID#43006 BRASS DISK
IN CASE EL = 42.126'
INTERSECION OF LAKE WA BLVD ,
MOUNTAIN VIEW AVE N, & N 33RD ST
N(DF TH
GRAPHIC SCALE
0 10 20 40
"I INCH u 23 FT.
HORIZONTAL
0 2.5 5 ID
1 INCH - 5 FT.
VERTICAL
19 CITY OF
FENTON
Planning/Bu;lding/Public Warks Dept.
C)
C)
AlAl
3.
OF WA WASkj�,���
CID x RECORD DRAWING
.,fir o INFORMATION ADDED BY
1502
S, �9 TERRANE, INC.
GIT'&
�jONAL LAtO REPRESENTS THE RESULTS OF A SURVEY
CONDUCTED IN AUGUST, 2024.
W-- 42 01 - 42 01 F -- 426 06
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
SAMoirman 10/05/2023 Cl)
r
O
J
J
W, E:
KENN DALE LOTS 5/3/2023
COMPOSITE UTILITY PLAN PE4Pbr.",E�E; z
ORAMUG NO: z
1008 N 33RD PL C 6 W
R ENTON, WASI" I I NGTON 98057 SHEEF $ OF:9
DRS PROJECT NO. 23015