HomeMy WebLinkAboutW-4310010 0
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RECORD DRAWING
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NAVD88 C.O.K. ID#43095 STEEL NAIL IN
CASE EL = 182.07'
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CENTER OF INTERSECTION OF 33RD PL &
CL 0:�
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PARK AVE N.
PERMIT N0. C24002620
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Carr 2 Working Days Before You dig
11
Utillitiee Underground Locatim Center
OD,iY1 7 ,ND,MWA)
SW 1/4 SECTION 32, TOWNSHIP 24 N. RANGE 5 E, W.M.
KENNYDj,4LZL0TS
(PRI VA 7E) Wf 10 Lf
OISPER90M TRENCH
RIM f 149. 00(MA TCH FG)
$" IE 146.50
34 LF 6" PVC FROM MAIN TO CO
10 LF 4" PVC AFTER CO
IE 0 MAIN 134.83
IF 0 CO IJZ28
IE A T CAP 1.38.00
SANI rARY SEWER
"STUB CLEANOUT
(TYR); PER COR
STD PLATY 406.1
28 LF 6" PVC SO
0 2 OOX MIN.
END IE 141.00
TYPF 'I L'B
(PM VA TE)
140.69' RIM ±;" 09
139.73' 6' IE 5
10.00' PRIVA TF STOR+N
WA TER DRAINAGE
EA SEMEN T
ASPHALT T1?AN97ION �ADAfIEI4 ON EX
RAMP AND REPLACE ORE H YDRAN T-
107H LANDSCAPE
20.5 LF
@ 3.261.
EX. C9{ }1, EX �TYPE
q �1 �+CB
STA. Fft9a45J 1L.V6r L 1.
RIM 141.58
12" IE IN 136,63 (E) 136.72'-
a�
12' IE OUT f 2T9653 (W) 136.52'
EX ss"H
RIM-140.72'
IE(w/SEIIE) 8R CONC=132.0 - (aC.) ,
.33 [F 12' LCPE 0 5.69Z (PI PURUC)
INS TALLER UNDER SF R
BUILDING PER1411TS (TY )
(PRIMA TE) W1 10 LI=
DISPERSION TRENCH
RIM # 751. 00 (MATCH FO)
6' IE 148,50
34 LF 6' PLC FROM MAIN TO CO
10 LF 4" PVC AFTER CO
IE 0 MAIN 1.57.10
IF 0 CO 139.25
f IE AT CAP 139.88
APPROX. LOCA77ON OF EX. SIDE
SEiiEI7 PER ASSUIL TS TO BE CUT
AND CAPPED A T PROPERTY LINE
" 9.7r�4 TS4lRf1YE i . ME7ER
TO BE INSTAL I BY CITY FORCES
(TYP.), PER COR STD PLAN 3201
WT TAP TO EX. 8' WA TER MAIN
1-8"x6' TEE (MJxFL)
1-6" G. V (FLxMJ)
1-FIRE HYDRANT ASS'Y
10 LF 6■ 01 CL. 52
CONCRETE BLOCKING
PER STD. PLAN 310.2
LOCA PION OF EX J ` WA TER SER l?CE
/ TO BE CUT AND CAPPED A T THE
f Wei TER MAIN BY CI TY FORCES UNDER
PERMIT B24002199
EX CB 2, EX TYPE 1 CB
STA. 13+ 18. 72, 12. 66' L
30.0� 51 . b RIM 148,72
I 12" IE IN 146.02 (E)
V ® 6' IE IN 146.42 (NE)
E , 12- IE OUT 145. 07 (W)
6.7 LF @ 9.11% 5D-So So E SD$SD-So-SMWM
tl_�----... �...�----.'.� E ..__.20 LF(, 1.25%
i I I I I
I-� I I
--' '-- 20 LF 12' LCPE
i i I Yf � a ' (P3fPUBLIC) 1.25%
/� /{ �+ + \ CB 2. TYPE 1 CB PUBLIC)
11I , I 1-7 v7 T STA. i2+98 44. 12.85' L
_ I-- I RIB,/ -t#7$. 148.08'
S7 LF 12" LCPE 0 6L 48Z (P2�UBLIC) 12- IE IN 1-4J$r (F)144.82'
-10 12" IE OUT {,t� (W)144.82'
STA. 12+31.81, 12.48' L X. 4 CONiw PIP A 5.46
RIB{ *'143.72'
12" IE ITV 3- (E) 138.74' J401DE # X4 COI+IGRE7F SHEAR
BLOCK PER S7D. PLAN 314.2
12" IE OUT 1-3& 53 (W) 138.49'
33
.328 S. F. f
1
I
I
REMO PED
,I 7r
ISO CLEARANCE
BETWEEN WA&so
EX. GRADE .
110
140 -
135
125
0 1
r '
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I
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32
I .5, J28 S. F
44 LE 6" PVC
0 2.00X MIN.
END IE 142.32
I �
-� T
1.2'
CLEARANCE
8ETWEN SS&SD
PROWDE FTHAFOAM
I I
EX. CB 1, EX TYPE 1 CB
STA. 11498.45 12 06 L
RIM 141.58
12" IF IN .3 (E) 136.72'
72' IE OUT 13&. 53 (W)136.52'
7.0'
CLEARANCE
BETWEEN WA &SD
PROWDE ET14AFOAM
32.9 LF 33 LF F2" LCPE
0 Y- FW- (P11'PUBLIC)5.37%
CR 1, TYPE 1 0..(P�}IC)
STA. 12+31.81, 72 48'.L
RIM 143.53 143.72'
12" IE IN 13S (E)138.74'
6- IE ITV 3 (N)139.06'
12" IE OUT 1 .1~ (W)138.49'
N .34 TH ST
r. r'
CLEARANCE
HETKYEN WA&SD X. PIPE
PROVIDE ETHAFOA 44 REMOVED
TO BE REMOVED
EX. CB Z EX TYPE 1 CB
STA. 13+18.12, 12.66' L
RIM 14B 72
12" IE IN 145.02 (F)
s" IE IN 146.42 (NE)
12' IE OUT 145.07 (iWY)
20 LF 12" LCPE
0 11.28Y (P31PUBLIC) 1.25%
STA. 12+98- 44, 12. 8.5' L
RIM f 4;F.85 148.08'
12" IE IN t42.85 (E)144.82'
12' IE OUT 85 (W)144.82'
r. s'
CLEARANCE
SETHEEAI WA&SD
67 F 12` LCPF 66.7 LF
0 fir. 4S!!F 2 LISLIC
1.9' 9.11%
CLEARANCE
BETWEEN SS& SD
CLEARANCE
BETWEEN .SS&SD
44 a
N CN
M
12
CD
Fn
z;
cl�
10+80 11+20 11+60 12+00 12+40 12+80
-ff� -
[ID1
D.R. STRONG
7 w.+
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
6M - 70AVFVUE IURFIAW WA 9&=
a 425 dZ73063 F 425 8272423
1 l CITY COMMENTS (DATED 07.19.24)
2 ICITY COMMENTS (DA►7M 09.06.24)
NO.
REVISION
8D 08,13,24 YLP SURVEYED. ANE
EID 09.17.24 YL.P nEs caoo. BID
4kawN.
ECM
CHECKED.
BY _ -. = ARPR rPParna
YLP
13+20
SCALE:
AS NOTED
oNt INCH
AT FULL SALE
1 HoT OnE WH
SCALE ACCOMMLY
13+60
VERFICAL MAW 195E
HORIZONTAL. W 1m/*01
AAE
DATUM
150
145
140
135
130
125
NO TES:
I- ALL I'?Y NCH RES 70RA TION WI rHIN THZ! EI T Y OF REN TON RI6H T OF WAY SHALL BE
PER TH£ CURRENT CITY OF REV TON TRENCH RES TORA TION AND .S TREE T OVERLAY
DE TAk,
2. KET TAPPING OF EXIS77VG WATER MAIN SHALL 6E PERFORMED 8Y CITY
APPROVED WET TAPPING CONTRACTORS AT DEVELOPER'S EXPENSE
SIDE SEVER NOTES:
(\l
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r. SIDE SEWFF LINES SHALL 817 iN.STALLED A MINA40M OF 8 FEET INTO FACH LOT
2. MINIMUM SIDE SEDER SLOPE IS 2.00Z
3. MINIMUM SIDE SEWER DEPTH IS 5 FEET FROM FINISHED FLOOR.
4. IN UIVPA VED AREAS. POUR 2-FOOT SQUARE CONCRETE (CLASS 3000) PAD AROUND
CLEANOUT RING AND COMER
BASIC DISPERSION NOTE:
EACH OiSRERSiON TRENCH HAS A LENGTH OF 10 FT AND SHALL MI nGA TE 700 S.F.
OF ROOF AREA. FRNAL DESIGN TO BE PROVIDED ON BUILDING PERMIT PLATYS.
CA TCH BASIN NOTE:
IF DURING CONSTRUCTION, IT IS FOUND THA 7' FIPE ANGLES REQb(RE ROTA IION OF
THE TYPE I C6 AND I441SAI-IG'NMENT WTH THE CURB, THE CITY WILL REQUIRE
REMOVAL ANP REPLACEMENT OF TYPE I CB WTH LARGER .STRUCTURE AND
J
ADEQUA TE KNOCKOUT.
PUBLICLY AMAIN TAINED STORM ELEVEN TS•
ALL CONVEYANCE SYS7EM ELEMENTS DEPICTED ARE PRIVATE UNL ESE
LABELED AS PUPUC-
W TER DETER NC TE:
A SEPARA TE WA TER PERM) T WILL 8E REQ0RE0, ANO WILL 6E PREPARE0 6Y C'ITY
STAFF AT DIVE OF CIOL PERMMT I55UANGE
3. GRE��
wa
02 fir\ z RECORD DRAWING
INFORMATION ADDED BY
�� 15025 GISTE4' TERRANE, INC.
S ���
I�NAL LANfl REPRESENTS THE RESULTS OF A
SURVEY CONDUCTED IN JUNE, 2025.
ICI FAT H
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT.
VERTICAL
Affiwz&
%R
CITY OF
FENTON
■
Planning/Bu;ld�ng/Public Warks Dept.
- 431001 W- 4 1001 R-431006
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
KENN DALE LOTS 2/13/20
COMPOSITE UTILITY PLAN F}ELDB00*:
PACE;
ORAMUG NO:
1116N 34TH ST C6
R ENTON, WA H I N TON 98056 SHEET� OF:�
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D RS PROJECT NO. 24010