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A PORTION OF THE NW 1/4 OF THE NE 1/ OF SEC. 15, TWP. 23N., RGE, E. W.M.
CITY OF RENTON, KING COUNTY, WA HING
T
N
�L
3: i T.i C I 3A, TYPE I
§TA, 41+54.95, 5.00' RT
C.
14 ? 5 9,2) 4 wd n. RIM= 421.82
776.85' Chain LiN 81.8 IE= 417.76 6"0 IN (N)
16' IE= 417.26 12"0 OUT (S)
12* Maple
-- CB#16A, TYPE 2, 48'0
0
17* Cedar. - SSMH #6, TYPE 1 48
STA: 5+05.85, 15.22' LT
STA: 40+58.67, 5.04' RT
0
I RIM= 418.67
CB 3, TYPE 1 26" Maple, P
28 RIM= 419.73 w/SOLID LOCKING LID
10* Cedar. Maples, , . 1`11)
t1s, IE= 414.79 12"0 IN (E)
STA: 40+29.54, 0.61 1�
'edor 423 97- A IE = 413.16 80 IN (N) 8F LT�, 8- (1 ; 1- 1
RIM= 419.19 1 le 414.79 12"0 IN (N)
1 �16' Hemloc 15* Cedo
IE= 414.97 12"0 IN (N) \1 P, IE = 41106 8"0 OUT (SW) 414.79 12"0 OUT (W)
ETORM DRAINAGE PIPE TABLE IE= 415.47 60 IN (E) 12* Mc )Ie CD
21 36" Cedar CD SSMH #2, TYPE 1 48"0
0 OUT ( I ---
IE= 414.97 12 1 \S) 10* Hem k�-
6 STA: 2+19.671, 0.95' RT CB 14, TYPE 1 CB 15, TYPE 1 CD MH
CD
CN STA: 4+14.89, 15.54' LT STA: 4+14.89, 15.54' RT
(D 20 LF 12" 0 CPEP @ -10,00% 5- aple
20 LF PERF. 6*0 RIM= 419.03 w/SOLID LOCKING LID RIM= ±4321I
CURB THRU GRATE CURB THRU GRATE
N88-23 -W 73.22'
14 LF 12 0 CPEP @ 6.07% PVC LAID ON THE 9.54 S88*231 4" 90.23' IE = 409,59 8% IN (SE, NE) RIM= 417.06 RIM= 41T06 IE C/L CHAN, = ±420.8 8-0 IN (S)
SURFACE 0 0.00%' 1 7 SF 10" IE = 409.49 8% OUT (W) 7R3 IE C/L CHAN. = ±420.8 8-0 OUT (N)
Ln IE= 413.40 6"0 IN (N) IE= 41156 6"0 IN (S)
NOT INCLUDED IN PLANS W/ CAPPED END
IE= 412.90 12% IN (E) IE= 413.06 12"0 OUT (N)
01
J
38" Cedar C) IE= 412.90 12"0 IN (S) CB#22, TYPE 1
40 55 LF 12" 0 CPEP @ --7,40% lr7� CD
3 SOLID LOCKING LID
CB#10B, TYPE 1-L 27 IE= 412.90 12% OUT (W)
0 115 LF 12" 0 CPEP @ 1,48% a -C14 B#16, TYPE 1 1 F .1 STA: 27+70.98, 17.22' RT
STA: 27+56.80, 1&58' RT TYPE 1 CB 18, TYPE 1
/C��B12A TYPE 2 41"�O RIM= 430.20
ST
nn� 9?�
RIM= 417.49 14 /STA: 5+05.85, 15.22' LT STA: 5+4T00, 15. 2' 2' L T
06 182 ILF 112 0 CPEP @ 5,50% FF= 42 ]A: 3+46.00, 14.22'RT STA: 5+47.00, 15.22' RT IE= 426.26 (KNOCKOUT ONLY) (N)
IE= 413.49 120 OUT (S) RIM = 417.62 RIM- 418.67 RIM- 419.91 RIM= 419.91 IE= 426.26 12"0 OUT (S)
to 0-,3 -TI IV
182 LF 12" 0 CPEP @ 1.77% Ce 11 29 1�1 1� 30* 1 Douglas Fi IE= 412.54 12"0 IN (N 11= 414,71 12% IN (E) IE= 415�75 12"0 IN (E) IE= 416.41 6"0 IN (S)
6 /eI
CB#9A, TYPE 2, 48"0 4' 412,54 12"0 IN (E IE= 41439 12"0 IN (N) IE= 416.2'5 6"0 IN (N) IE= 415.91 12% OUT (N)
\ + �W= 421 IE= t
75 LF 12 0 CPEP @ 1.67% STA: 27+22�00, 18.22' RT 6 IE= 412.54 12"0 OUT IE= 414.79 120 OUT IE= 415.75 12% OUT (W) M 4, TYPE 1 48"0
RIM= 417.40 2 Maple
00
C, STA: 7+20.00. 5.00' RT
137 LF 12 0 CPEP @ 5.95/0 IE= 411.42 12"0 IN (E) N8418'2 1-7 RB CN
C14 4.39' RIM= 425.35 w/SOLID LOCKING LID
E= 411.42 12"0 OUT (S)
AIQ 6 IE 415.83 6% IN (NE,SE)
.75' 0,
-I - TEMPORARY 5' WDE
Is
90A 167 LF 12" 0 C'*PEP @ 0.81c_ lock 6 N 8 8'2 3'14 W 342.00' ASPHALT RAMP
i �? 6 d e In c 6 8. 7 5' Woo - IE 415.70 8% OUT (W)
§ 68.74
'162 LF 1.2" 0 CPEP @ 0.82% --0+59.19 --- --- SEE SHEET 6-4 FF= 421
SSMH TYPE 1 48-0 X
lu. EX. SSMH
(LO )B 27 LIF 12" 0 CPEP @ 0.55% STA: 1+15.00, 5.1�0 FRT L5 F D F--
F-
58.- RIM= ±4301
f
RIM= 417.64 w/SOLID LOCKING LID IE C/L CHAN. ±422.6 8"0 IN (E'�
0
0
(N)
co
54. 1 1
IE 408.82 8% OUT (S) 34* Cedar 6"SS
IE CACHAW ±422,6 8"0 OUT
38 LF 12" 0 CPEP @ 5.05% =MVI C�
IF 408.92 8% IN (E)
11 120 LF 12" 0 CPEP @ 0.55% - - - - - - -
+
'C�'
CD F 24 1LO j
25 23 f
Lo
12 67 LF 12" 0 CPEP @ 4.00% CB#9, TYPE 2, 48"'0 z 22 co
41 F
FF= 420 F= 421 FF= 4 U-)
FF= 423 21 20
STA: 27+29.97, 45.72' RT
13 45 LF 12" 0 CPEP @ 6.73% FF= 426 FF= 427 Q
RIM= 41810 C 14P, TYPE 1 co
3 r-- LLJ
uj - - I , \ 1', C14 W CB#21, TYPE 1
35 LF 12" 0 CPEP @ 1.77% IE= 411.57 12"0 IN (NW) STA: 4+14.89, 35-001
+68.33, 1T22' LT
> LO STA: 26
E= 411,57 1/2"0 1 N (E) OLID LOCKING LID
00
RIM= 428.72
136 96 LF 12 0 CPEP @ 2.14% IE= 412.07 6"0 IN (S) F-
49.661
IE= 411.57 12"0 OUT (SW) 51.25' IE= 424.71 12"0 IN (N)
14 5625'
73 LF 12 0 CPEP @ 0.50% RD IE= 424�71 12% OUT (S)
FF:Z`�
r, - RD - - - - RD,
-
CBJ10A. TYPE Lli
15 30 LF 12" 0 CPEP @ 0.53% LIJ
STA: 26+55.00, 18.22' RT 4 cedar 19 V
RIM- 416.69 �F= 419 ),1 j _EXSTCB
16 Cedu Uj
91 LF 12" 0 CPEP @ 2.08%
RIM 42&6
-7 4 (1-03 1 1 eder
1 "0 IN (N) ------
IE= 410.8 2' --z
21 IE= 425.1 12" CONC OUT (S)
17 15
41 LF 12 0 CPEP @ 2.73% IE= 410.87 12% OUT (S) A14 -971,4
0 C:) <4>
�-.�E --:A
18 30 LF 12" 0 CPEP @ 0.53% CB110P, TYPE 1 NE 2 CE +-- Heml k
STA: 24+93.00, 35,00' RI 15.86
19 130 LF 12" 0 CPEP @ 1,70% SOLID LOCKING LID 6
02' EXSTCB
kl, if
1,7743' �50 8, 50.,cf,
RD
Z RIM= 426.5
CONC IN (N)
/4 CB#15P, TYPE I I 1 1
20 134 LF 12 0 CPEP @ 2.90% F 50.00 LU IE= 422.1 12
>
STA: 4+14.89, 35. T IE= 4210 12 111ONC OUT (S)
C21) 192 LF 12" 0 knjPEP @ 2,67% 17
SOLID LOCKING LID
SSMH #3, TYPE 1 48%
C� el
FF= 417
C:)
RT
102 LF 12" 0 CPEP @ 1.52% STA: 3+70.28, 10.04 SSMH #5, TYPE 1 48"0
RIM= 417.',0 w/SOLID LOCKING LID f
2.3 STA: 25+20.26, 15.00' RT----- LL-
F
0 138 LF 12" 0 CPEP @ 2.01% IE 410.59 6% IN (SW)
LID LOCKING RIM= 415.16 w/SO
--58--8*25W5E 5:3
IE 410.46 8"0 IN (E) IE 407.74 8"0 IN (N) J SSMH #8, _TYPE 1 480
15 STA: 25+65.39, 5.00 LT
IE 410.36 8-0 OUT (NW) -T1 1 -34 14 13
IE 40T64 8"0 OUT (S) 12
FF= 419 10 CD
FF= 419
CnI FF= 420 FF= 4�1 RIM= 426.25 w/SOLID LOCKING LID
I 1 9 8
FF= 423 FF= 424
C:� 1En 1- 418,00 8% OUT (W)
I I FF= 426 L
1116 FF= 427
........... ..
T : I -- I - 1--I-�zl IIII)II-I-IIIIII
CB#1 0, TYPE 1 1 CN FF= 415 -_ I C:) 50.00'
L
RIS
8 20, TYPE 1
'01"
:_ _J �t ! CTA: 24+76.03, 17.22' LT
%".,)ANITARY SEWER PIPE TABLE 416 L
STA: 24+93.00, 19.22' RT L 5 0, P,
RIM= 414.16 00,
i C RIM= 42150
S8825'1 5"E
IE= 409.55 12"0 IN (N) 60.
0, 2 44 sn oo,
<�> 217 LF 8"0 PVC SDR35 D3034 0,50% IE= 419.59 12"0 IN (N)
-------- 60*00'
IE= 410.05 60 IN (E) 60.00' 60.00' 60.00' e
IE= 419.59 12"0 OUT (S)
60,00' 60.00' 60.00' 71-34'
114 LF 8 0 PVC SDR35 D3034 @ 0.50% 1E= 409.55 12"0 OUT (S) <5> 4 6 60.00'
I Iv.v 420 68.79'
0I
<3> 153 LF 8"0 PVC SDR35 D3034 @ 0.50% CB 1, TYPE 2, 54"0 pl� -1 1 1 - - _ 80 1
50.00'
STA: 7+11,51, 41.47' LT 50.067- F-
50.00' EXST CB
349 LF 8"0 PVC SDR35 D3034 @ 1.50% CONTROL STRUCTURE
60' RIM= 423.1
SOLID LOCKING LID t
187 LF 8% PVC SDR135 D3034 @ 6.20% RIM= 409.50 IE= 420.6 12- CONCIN(N)
- A --^.
IE= 399.00 12"0 IN (NE) 18 ,20 04'
DETEN
53 LF 8% PVC SDR35 D3034 @ 0.50% 7 6
IE= 399.00 120 OUT (S) 4 CB 19, TYPE 1 -L
5 4 C:) 3
2
TRACT 414 D1
FF= 417 7 FF= 419 FF= 420
FF= 416 FF= 421 FF= 422 el STA: 23+42.22, 22.07' LT
<'6'> 62 LF 8% PVC SDR35 D3034 @ 5.60% CB#5, TYPE 1 IQ I
VA
i B P, TYPE 1
STA:
CURB
RIM_
12
LT STA,
RIM=
I/ (E) ///IE= 4
(N) I = 1 E 41
STA: 23+55.64, 19,54" RT 30' id i -4 RIM 419.70
94 LF 8% PVC SDR35 D3034 @ 1.94/wo CB
9+85.43, 35�00 LT IE= 415.70 12"0 IN (N)
<6> THRU CURB GRATE
�d- ZU IE= 415.70 EX. 12 OUT OUT (S)
SOLID LOCKING LID,
RIM= 406.40
411 LF 8% PVC SDR35 D3034 11,53%
'b
IE= 401.40 12"0 IN (N) A
LAa I
LLJ
IE= 401.40 12"0 OUT (E' 5000'
--T� - -------- RIM= 419�7
237 LF 8% PVC SDR35 D3034 @ 2.49% s000, L
NP// R C1, PIN
C14_-
SEE SHEET C-
SSMH #5A, TYPE 1 48 0 5
Q
BTREET LIGHT N OTE STA: -2-3+335, 1-TUD'-RT- Z
4A 12 E -=41'1: P-0
!E�40'� 12"
THE CONCEPTUAL STREE T LIGHTING LAYOUT SHOWN
RIM= 406.57 w/SOLID LOCKING Lt r 'I CN
CB#4, TYPE 2, 48-01 411 �3/ CB#§, TYPE I
Uj 77- ft-EITRB
ON THESE DESIGN DRAWINGS IS STRICTLY FOR IE = 396.05 8"0 IN (N) �414-
STA: 8+00.00, 14.22' LT 7
PRELIMINARY DESIGN OF UTILITIES. PLEASE SEE THE IE = 395.95 8"0 OUT (N) STA; 9+85.43, 15.22LT
ly EXST CB
APPROVED ILLUMINATION PLAN PREPARED BY RIM= 410.46 RIM= 413.79 CB#7, TYPE 1
STA: 22+83,2��- 1-5-4' L IE= 1399.70 12"0 IN (E) IE= 410.20 6"0 IN (N) STA: 11+6T68, 15.22' LT SSMH #7, TYPE 1 48"0 �j RIM= 419.4
HERMAN TRAFFIC ENGINEERING FOR ALL STREET IE= 416,7 418" CONC IN (N)
DW - 1 4 nF A STA: 23+28.39, 5.00' LT
IE= 399.70 12"0 IN (W) IE= 409.70 12"0 IN (E) RIM- 416,92
LIGHTING CONCERNS REGARDING BECLAN PLACE. IE- 399.70 12"0 OUT (NE) IE= 409 -0 OU T (W) IE= 413.42 6-0 IN (W) IE= 416.9 12" CONC IN (E)
IE ±395.68 8-0 IN (N) -71 '7- .70 12 IE= 412.92 12"0 IN (E) RIM= 420.19 w/SOLID LOCKING LID IE= 416,8 19" CONC OUT (S)
,�(5 -,0 wlo. flu 1,CB#2, TYPE- 2, 48-0 j if 1 -1 11,
IE= 412.92 12-0 OUT (W) E = 412.10 8"0 IN (N)
INSIDE DROP, STA: 7+06.60, 23.50' LT STA: 9+11,.55, j.UIj L I IE = 412.00 8"0 OUT (W) C14 \, _EXS1SDMH
1 1 - - I
RECHANNEL MANHOLE SOLID LOCKING LID ii I RIM= 420,2
RIM= 409.13 IE = 405.70 8*0 IN (E) IE= 407.8 36" IP IN (E)
E= 398.15 12"0 IN (E) 0 IE = 405.83 6*0 IN (N) LXST CB IE= 407.7 36" 1P OUT (S)
9R15 12"0 OUT (S) 0 RIM= 418.9
X IE= 41T6 12" CONC IN (N\
k
IE= 4174 12" CONIC OUT (S)
WATER NOTE
THE CONCEPTUAL WATER DISTRIBUATION SYSTEM
SHOWN ON THESE DESIGN DRAWINGS IS STRICTLY
FOR PRELIMINARY DESIGN OF UTILITIES. THE ACTUAL
WATER DISTRIBUTION DESIGN WILL BE PREPARED BY
KING COUNTY WATER DISTRICT #90.
a wi
CITY OF RENTON BENCHMARK #2104. 1" IP W/PLUG
& TACK DOWN 0.9' IN CASE LOCATED AT THE
INTERSECTION OF SE 136TH ST, AND 144TH AVENUE
SE. ELEV.=399.340 FEET (121.719 METERS)
VERTICAL DATUM:
CITY OF RENTON, NAVD 88
I
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
j," Date
Daf e
Date
NO.
REVISION
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
FOUND PUNCHED 3 1Z2" BRASS FOUND PUNCHED 3" BRASS
SURFACEMONUMENT SURFACE MONUMENT
CITY OF RENTON HORIZONTAL CITY OF RENTON HORIZONTAL
CONTROL POINT #1851 CONTROL POINT #1852
N 180978.6255 N 180904.8037
E 1313999.6090 E 1316622.3830
10 BASIS OF BEARINGS
N 88'21'13" W 2642.56' 10 11
15 1 321.�8' I FE.- -th- 7 -St
E?et -15 14
b
L0
.0
00
661.25' 661.25'
00 N 180086.0115
CN E 1315265.3076
Ln
Q:r(0 I Cw _- CN CN
0 11
Lu 661.86
1323.71'N.E. 2nd St.! 1323.71'
N 88*25'15 w LIJ
2647.43'
CD 00
C) CD
-c::, z
0
1326.15'
N 88*29'17" W 2652-30' 15 14
DETAIL OF NE 1/4, SEC. 15 AND VICINITY MAP
SCALE: 1" = 600'
LEGEND
+ FOUND SECTION, CORNER AS NOTED HEREON.
1111111004111111 FOUND QUARTER CORNER AS NOTED HEREON,
HORIZONTAL CONTROL
CALL 48 HOURS:i
BEFORE YOU DIIG;�
1-80011111111111424-5555
BY I APPR. I DATE
200
S_��5 i n9
Sc
WA
V-
SCHWE9CL &
Assomm, Puc
32223
is CIVIL ENGINEERING & PROJECT MANAGEMENT
'101VAL 1945 SOUTH 375TH STREET 3US: (25J) 2226 -4508
1- -7 FEDERAL WAY, WA 98003" 6schwe,009civil.net
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE - MINOR AMENDMENT
COMPOSITE UTILITIES &
HORIZONTAL CONTROL PLAN
DESIGNED, BAS DATE: 08/25/12 FILE NAME: 12183-C23
DRAWN: TAS/BAS
CHECKED: BAS SCALE: 1" = 50' FIELD BOOK: PAGE:
APPROVED: SHEET: C-23 OF: 25
DIRECTOR OF PUBLIC WORKS
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