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16 LF 12"0 CPEP @ 0.50% W
SURFACE 0
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5 1
130 LF 12 "0 CPEP @ 0.50% C
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IE= 415.47 6 "0 IN (E)
100 LF 12"0 CPEP @ 7.00% I
IE= 414.97 12.0 OUT (S)
F-
;��,
m
O
® 1
126 LF 12"0 CPEP @ 5.22% C
CB 10B TYPE 1
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10 7
75 LF 12"0 CPEP @ 2.13% R
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140 LF 12 "0 CPEP @ 1.04%
RIM 4
0
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-
11 7
79 LF 12 "0 CPEP @ 1.85% R
W
12 1
120 LF 12 "0 CPEP @ 5.40% I
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STORM DRAINAGE PIPE TABLE p
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N
W
W
w
0
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om
W
U
V
8
d'
IL
%
20 LF PERF. 6 "
�
10 LF 12"0 CPEP @ 1.00% P
D%
3Q 1
16 LF 12"0 CPEP @ 0.50% W
SURFACE 0
® 3
36 LF 12 "0 CPEP @ 17.69%
C_
5 1
130 LF 12 "0 CPEP @ 0.50% C
CB 13, TYPE 1
STA: 40 +29.54, 0.68 LT
166 LF 12"0 CPEP @ 4.14% I
0_
IE= 414.97 12.0 IN (N)
Q7 1
Q
IE= 415.47 6 "0 IN (E)
100 LF 12"0 CPEP @ 7.00% I
IE= 414.97 12.0 OUT (S)
W
® 1
126 LF 12"0 CPEP @ 5.22% C
CB 10B TYPE 1
STA: 27 +56.80, 18.58 RT
10 7
75 LF 12"0 CPEP @ 2.13% R
Q
10A 1
140 LF 12 "0 CPEP @ 1.04%
RIM 4
1 DB 7
D
V_
W
-
11 7
79 LF 12 "0 CPEP @ 1.85% R
STA: 1 +05.00, 5.00' RT
12 1
120 LF 12 "0 CPEP @ 5.40% I
IE = 408.92 8" 0 IN (E)
12A 6
rc>n-
x
Iw
STA: 2
13 5
58 LF 12 "0 CPEP @ 1.87% R
26 +80.00, 19.22' RT
13A 3
35 LF 12 "0 CPEP @ 1.77% I
IE= 413.00 12.0 IN (N) L
IE= 4
"0 C
413.50 6'0 IN (E)
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STORM DRAINAGE PIPE TABLE p
1Q 9
93 LF 12"0 CPEP @ 0.75% J
p
20 LF PERF. 6 "
�
10 LF 12"0 CPEP @ 1.00% P
PVC LAID ON THE
3Q 1
16 LF 12"0 CPEP @ 0.50% W
SURFACE 0
® 3
36 LF 12 "0 CPEP @ 17.69%
5 1
130 LF 12 "0 CPEP @ 0.50% C
CB 13, TYPE 1
STA: 40 +29.54, 0.68 LT
166 LF 12"0 CPEP @ 4.14% I
RIM= 419.19
IE= 414.97 12.0 IN (N)
Q7 1
166 LF 12 "0 CPEP @ 1.747. I
IE= 415.47 6 "0 IN (E)
100 LF 12"0 CPEP @ 7.00% I
IE= 414.97 12.0 OUT (S)
® 1
126 LF 12"0 CPEP @ 5.22% C
CB 10B TYPE 1
STA: 27 +56.80, 18.58 RT
10 7
75 LF 12"0 CPEP @ 2.13% R
417.49 2
10A 1
140 LF 12 "0 CPEP @ 1.04%
RIM 4
1 DB 7
77 LF 12 "0 CPEP @ 0.64% S
"
-
11 7
79 LF 12 "0 CPEP @ 1.85% R
STA: 1 +05.00, 5.00' RT
12 1
120 LF 12 "0 CPEP @ 5.40% I
IE = 408.92 8" 0 IN (E)
12A 6
67 LF 12"0 CPEP @ 4.00% C
CB 10A TYPE 1 I
Iw
STA: 2
13 5
58 LF 12 "0 CPEP @ 1.87% R
26 +80.00, 19.22' RT
13A 3
35 LF 12 "0 CPEP @ 1.77% I
IE= 413.00 12.0 IN (N) L
IE= 4
"0 C
413.50 6'0 IN (E)
Lu
136 9
96 LF 12 "
IE= 413.00 12 "
14 7
73 LF 12"0 CPEP @ 0.50% C
CB 11, TYPE 1 -L _
_
15 3
30 LF 12 "0 CPEP @ 0.50% R
STA: 2 +66.56, 15.22' RT
16 7
77 LF 12 "0 CPEP @ 1.75% I
IE= 414.00 12 "0 IN (NE)
17 5
55 LF 12"0 CPEP @ 2.73% C
CB 10 TYPE 1
18 3
30 LF 12 "0 CPEP @ 0.50% R
STA: 25 +40.00, 19.22' RT
0
19 1
130 LF 12 "0 CPEP @ 0.50% I
IE= 411.55 12 "
Q 1
134 LF 12 "0 CPEP @ 2.71% _ _
_ IE= 411.55 12 "� OUT (S�
21 1
192 LF 12"0 CPEP @ 2.68% -
- -
104 LF 12 "0 CPEP @ 1.52%
23 1
138 LF 12"0 CPEP @ 2.01% S
SSMH TYPE 1 48 "0
RIM= 415.60 w /SOLID LOCKING LI
IE = 407.89 8 "0 IN (N) 1
1
IE = 407.89 6 "0 IN (E) I
I 1
1
IE = 407.89 8 "0 OUT (S) +
+
C
S E E R PIPE' T A L S
CB #9, TYPE 1
RIM= 412.92
0 2
207 LF 8 "0 PVC SDR35 D3034 @ 0.50% I
IE= 409.96 12 "0 IN (N)
< 1
114 LF TO PVC SDR35 D3034 @ 0.50% C
�a�s
,a> 1
153 LF TO PVC SDR35 D3034 @ 0.50% S
CBA TYPE 2. 48-0
I-
" w
w/ SOLID LOCKING LID I
I I
I i
0 1
197 LF 8 ' sn PVC SDR35 03034 @ 5.93% R
IN
THE CONCEPTUAL WATER DISTRIBUATTON 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.
i
'17" D
126" Mo
le" C:
�I16" Hem
JOB]
11111111��Iii 1111 111 illprr T
JM I IN
IN
m
CITY OF ENTON, KING COUNTY, WASHINGTON
y .
*>
N 88°2 '14" W 259.24' Loa� Fn.
5' Chain Li Fence �
12" Maple
RD
1 opl 51 Qi/ Q
edar V V
I
i
E I� 15" ce F =3.5 I' - 24
Ti A J wuPie 3A" =ple JJ i g
l
ti
3 ,eda `\
381 Ced r
31 28
C', ar �\ / FF= 422.5
/ RD
1
,c 3)° SS SSMH #15, TYPE 1 48.0
Ceao RD ; STA: 2 +31.51_58.50' LT
k 29 i M=
I\419.73 w /SOLID LC
FF= 422 " Jin wapl . "
,pie Ll I = 413.06 8 0
j S / It _ 0!
E41 A
STA :' 2 +19.3
67,
RIMX-
419:0 w/ OC N
\ 409.59
lE 1 409. .8' 4 OUT iWl_
ISS
(10' PUBLIC STORM; DRAIN,
f I"
I
FF= 418.5
RD /
f
1\ �
FF= 417
III
STA \3 +46.Od, 13.22'RT
RIM = 417.62
IE= 412.54 1 "0_IN-(N -}
(E� 412.54 1 "0 IN (E)
IE= 12.54 1 "O OUT(S)
GB#1 . TYPE t. 48 "0
STA/ 30+ k 4
w/� So NG LID
RIM= 417.JI
1 - 409.86 "0N (NE;
IE= 410.36 0 (IN (N-Y
C-
0 c
Lo o
pa
\ 0.- PUBLIC- STORM DRAINAGE EASEMENT
I ----
der , \
- - - -- D_ - 426
�\
N 88 °23'14" W �j 342.00' i
420- - 5' W d Fence 424 Wood W I
T�fPE�I J
k_ 4+14.89 5 22' L� I STA: 4 +91.94, 15. 'LT STA: 5 +47.00, 15.22'
URBIiRU GATE 19 ( RIM = X418.25 ( _ IM= 419.91 �"
IM= 417.06 I IE= 41425 12 "4r IN, ) � 4" \da e IE= 415.75 1210 IN (E
€- Mi2.90 12,110 IN (E I IE= 414.5 12 "0 IN ) ` �- IE= 416.25 6 "� IN (N) concrete
IE= 412.90 12,E IN (5� IE= 414.25 12 "0 OU�` (W) I = 415.75 17� 0 OUT S o= M
IE= 412.90 1210 OUT (IW I
2 23 20
420.5 FF= 422 \ FF� 424 FF= �26 ,
1 RD _i _ Iss SS RDv R �� SS _ �� J A S�
ww - -
M m w I EX. SSMH
±432.1
CHAN. = ±420.8 8'0 IN (S)
Lo w I 3 IE CA CHAN. = ±420.8 8 "0, OUT (N)
a
Gr� el
v�
9 _
B
0
Nemlocd
_
RD RD SS° - - RD SS SS - 15 TYPE j, 1' 0#18, TYPE 1 SSMH , TYPE 1 0
STA: -1,4 %15'22' Rl'I STA: 5-F47:0 15.22' I STA: 3.60, 5. 0' RT 1 PRtGA UTILITI EASEMENT,
CURB THRU GRATE RIM= 419.91 IM= 423. 5 w/S LI LOC "iNC uo
�21M= 417.06 �' I IE 416.41 6 IN (S) IE - 4415.04 6 "4 I X) \ N
IE= 413.56 IN (�� IE= 415.91 12 OUT JN IE = 41.9..91 8-0-0
fE= 03 12 "0 OU i (N _J \ RD FF= 427:
SSMH , TYPE_ 1,A,4,870 ( ^ ^_ }
STA: 3 +70.20 10:,04' `R / _ \
RIM= 417.50 /SO IDS L C ING LID
1
VE = 410.59 6p4 It (W FF= 421 FF= 423 �= 425
I� = 410.4tb IN \(E _� I
IE = 410.4 i9 "b OUT � 0 I 422.._._`\ 424 �� t
Fr---419.5 FF= 419.5 /fr= 4ia
I CB , TYPE 2, 48 "0 /
STA 33 +02.79 I `-
SOLID LOCKING LID
8 w��RIM= 410.20
\.
IE= 396.38 12 "0 IN (N) /
c IE= 396.38 12 "1b IN )
IE= 396.38 12 "0 OUT ) 8
10 9 FF= 417
FF= 415 I FF= 416 I I
I I I
RD 14 -____ _ _ T> /10' PRIVATE UTIJ ES EASEMENT
- SS - -5S RO - 416 - - -
4 a °
a
29
IE =405.6 -
CB 1, TYPE 21 48 "� CB , TYPE 2, 48 °0 W
STA: 7 +99.94, 23.50' LT STA: 8 +10.05, 15.22' LT
SOLID LOCKING LID RIM= 410.48
RIM= 410.42 IE= 402.75 12 "4 IN (E) J
IE= 398.85 12-0 IN (N) N -
IE- 402.75 12-0 IN (W) a.
IE= 398.85 12 "0 OUT (W) IE= 402.75 12 "0 OUT (N)
CB 2, TYPE 2, 48 "0
(( STA: 7 +06.60, 23.50' LT
SOLD LOCKING LID
RIM= 408.50
IE= 398.15 12 "4 IN (E)
IE= 398.15 12 "0 OUT (S)
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
RD F 1= `4426.5
E� ONP
e
qua \
i
10' PRIVATE STORM
DRAINAGE SEMENT I �
7 RD FF= 425 __..,_�
1
\ - 424
418 FF= 419 FF= 420 I \
CEMENT CONCRETI CURB
GUTittR & SIDEWP�K,
- SEE DETAIL SHTS tC -11 & �` I p FF= 423.5
C -13 \ - - --
- SS Ste' _ SSRD
e
- w w
4
yC LIB Vim' �CC , !,IE =415.1 1 cv _
1z„ Si IE =411, oHP =412.2 '" s a -
11.3 ca i Y, IE 413.3 oHC oHP
CB TYPE 1 5 .aoo� ; nc =414.5 -
cn rf c F.iv Ltr:x Fr c
STA: 9 +76.36, 15.22' LT
RIM= 413.63 0 - '' CB 7, TYPE 1 !
IE= 409.62 12 "0 IN (E) STA: 11 +67.68, 15.22' LT 416.92 = SSMH 7, TYPE 1 48 °0
IE= 409.62 12 "� OUT (W) RIM " STA: 23 +28.39, 5.00' LT
f� SSMH IE= 413.42 6.0 IN (W)
� RIM= 420.19 w /SOLID LOCKING LID
STA; 9-(-11.55; 5.00= LT IE= 412.92 12 "0 IN (E) IE = 412.10 8 "4 IN (N)
?<1 = 412,60 IE= 412.92 12-0 OUT (W) IE = 412.00 8 "0 OUT (W)
IE = 405.70 8 "0 IN (E)
IE = 405.83 6"O IN (N)
IE = 405.83 6 "0 IN (NW) EXST CB
1E = 405.60 8% OUT (S) RIM= 418.9
IE= 417.6 12" CONC IN (N)
IE= 417.4 12" CONIC OUT (S)
O TRB
IE CA. CHAN. = ±422.6 8"0 IN (E)
IE CA CHAN. = ±422.6 8 "0 OUT (N)
N 3 \ CB 21, TYPE 1
�3o STA: 26 +68.33, 17.22' LT
RIM= 428.72
IE= 424.71 12 "0 IN (N)
\I i IE= 424.71 12 "0 OUT (S)
I EAST CB
RIM= 428.6
IE= 4251 12" CONIC OUT (S)
I 3 d
I I- EXST CB
RIM= 426.5
IE= 422.1 12" CONC IN (N)
!E= 422.0 12" CONC OUT (S)
Gr 7
s:
As halt SSMH , TYPE 1 48 "0
I� STA: 25 +65.39, 5.00' LT
RIM= 426.25 w /SOLID LOCKING LID
L - -__ 4.25 IE = 418.00 8 "0 OUT (W)
CB 20, TYPE 1
STA: 24+76.03, 17.22' LT
RIM= 423.50
IE= 419.59 12 "0 IN (N)
IA`s alt IE= 419.59 12 "0 OUT (S)
I
I8I
/ EXST CB
0' I RIM= 423.1
I I ph It IE= 420.6 12" CON' IN (N)
IE= 420.6 12" CONC OUT (S)
CB 19, TYPE 1 -L
STA: 23 +42.22, 22.07' LT
(� r el RIM= 419.70
a IE= 415.96 12 "0 IN (N)
IE= 417.7 EX. 12 "0 OUT (S)
EXST CB
RIM= 419.7
3 I ( IE= 417.4 12" CONC IN (N)
I IE= 417.4 12" CONC IN (E)
IE= 417.2 18" CONC OUT (S)
Viz! - - --- x - --
3+0 Q e -
N N
D W
M
r I EXST CB _
I I ( N RIM= 419.4
I I� iE= 416.7 18" CONC IN (N)
F I IL= 416.9 12" GONG IN (E)
IIE= 416.8 12" CONC OUT (S)
w r.XS T SDMH
CIS RIM= 420.2
iE= 407.8 36" IP IN (E)
IE= 407.7 36" IP OUT (S)
w
GRAPHIC SCALE
50 0 25 50 100
(
IN FEET )
1 inch = 50 ft.
LEGEND
FOUND SECTION CORNER AS NOTED HEREON.
wrQag FOUND QUARTER CORNER AS NOTED HEREON.
HORIZONTAL CONTROL
w
NO. I REVISION
CD
-�`
AiF4 ScHwma, &
AS50CI m, N..Lc
32223
� rsT ti� CM ENQMMG A :PROJECT MANAGENIM
SOUTH 9TH STREET Bus (253) 272 -4451
SUITE
#303 Fax. (253) 272 -4495
EXPIRES 09/20/08 TACOMA, WA 98405 bschweiklAnsn.com
CI TY uI- REIN TON
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE
COMPOSITE UTILITIES &
HORIZONTAL CONTROL PLAN
DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C23
DRAWN: TAS
CHECKED: BAS SCALE: 1" = 50' FIELD BOOK: PAGE:
BY APPR. DATE APPROVED: SHEET: C -23 OF: 23
DIRECTOR OF PUBLIC WORKS.
M m w I EX. SSMH
±432.1
CHAN. = ±420.8 8'0 IN (S)
Lo w I 3 IE CA CHAN. = ±420.8 8 "0, OUT (N)
a
Gr� el
v�
9 _
B
0
Nemlocd
_
RD RD SS° - - RD SS SS - 15 TYPE j, 1' 0#18, TYPE 1 SSMH , TYPE 1 0
STA: -1,4 %15'22' Rl'I STA: 5-F47:0 15.22' I STA: 3.60, 5. 0' RT 1 PRtGA UTILITI EASEMENT,
CURB THRU GRATE RIM= 419.91 IM= 423. 5 w/S LI LOC "iNC uo
�21M= 417.06 �' I IE 416.41 6 IN (S) IE - 4415.04 6 "4 I X) \ N
IE= 413.56 IN (�� IE= 415.91 12 OUT JN IE = 41.9..91 8-0-0
fE= 03 12 "0 OU i (N _J \ RD FF= 427:
SSMH , TYPE_ 1,A,4,870 ( ^ ^_ }
STA: 3 +70.20 10:,04' `R / _ \
RIM= 417.50 /SO IDS L C ING LID
1
VE = 410.59 6p4 It (W FF= 421 FF= 423 �= 425
I� = 410.4tb IN \(E _� I
IE = 410.4 i9 "b OUT � 0 I 422.._._`\ 424 �� t
Fr---419.5 FF= 419.5 /fr= 4ia
I CB , TYPE 2, 48 "0 /
STA 33 +02.79 I `-
SOLID LOCKING LID
8 w��RIM= 410.20
\.
IE= 396.38 12 "0 IN (N) /
c IE= 396.38 12 "1b IN )
IE= 396.38 12 "0 OUT ) 8
10 9 FF= 417
FF= 415 I FF= 416 I I
I I I
RD 14 -____ _ _ T> /10' PRIVATE UTIJ ES EASEMENT
- SS - -5S RO - 416 - - -
4 a °
a
29
IE =405.6 -
CB 1, TYPE 21 48 "� CB , TYPE 2, 48 °0 W
STA: 7 +99.94, 23.50' LT STA: 8 +10.05, 15.22' LT
SOLID LOCKING LID RIM= 410.48
RIM= 410.42 IE= 402.75 12 "4 IN (E) J
IE= 398.85 12-0 IN (N) N -
IE- 402.75 12-0 IN (W) a.
IE= 398.85 12 "0 OUT (W) IE= 402.75 12 "0 OUT (N)
CB 2, TYPE 2, 48 "0
(( STA: 7 +06.60, 23.50' LT
SOLD LOCKING LID
RIM= 408.50
IE= 398.15 12 "4 IN (E)
IE= 398.15 12 "0 OUT (S)
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
RD F 1= `4426.5
E� ONP
e
qua \
i
10' PRIVATE STORM
DRAINAGE SEMENT I �
7 RD FF= 425 __..,_�
1
\ - 424
418 FF= 419 FF= 420 I \
CEMENT CONCRETI CURB
GUTittR & SIDEWP�K,
- SEE DETAIL SHTS tC -11 & �` I p FF= 423.5
C -13 \ - - --
- SS Ste' _ SSRD
e
- w w
4
yC LIB Vim' �CC , !,IE =415.1 1 cv _
1z„ Si IE =411, oHP =412.2 '" s a -
11.3 ca i Y, IE 413.3 oHC oHP
CB TYPE 1 5 .aoo� ; nc =414.5 -
cn rf c F.iv Ltr:x Fr c
STA: 9 +76.36, 15.22' LT
RIM= 413.63 0 - '' CB 7, TYPE 1 !
IE= 409.62 12 "0 IN (E) STA: 11 +67.68, 15.22' LT 416.92 = SSMH 7, TYPE 1 48 °0
IE= 409.62 12 "� OUT (W) RIM " STA: 23 +28.39, 5.00' LT
f� SSMH IE= 413.42 6.0 IN (W)
� RIM= 420.19 w /SOLID LOCKING LID
STA; 9-(-11.55; 5.00= LT IE= 412.92 12 "0 IN (E) IE = 412.10 8 "4 IN (N)
?<1 = 412,60 IE= 412.92 12-0 OUT (W) IE = 412.00 8 "0 OUT (W)
IE = 405.70 8 "0 IN (E)
IE = 405.83 6"O IN (N)
IE = 405.83 6 "0 IN (NW) EXST CB
1E = 405.60 8% OUT (S) RIM= 418.9
IE= 417.6 12" CONC IN (N)
IE= 417.4 12" CONIC OUT (S)
O TRB
IE CA. CHAN. = ±422.6 8"0 IN (E)
IE CA CHAN. = ±422.6 8 "0 OUT (N)
N 3 \ CB 21, TYPE 1
�3o STA: 26 +68.33, 17.22' LT
RIM= 428.72
IE= 424.71 12 "0 IN (N)
\I i IE= 424.71 12 "0 OUT (S)
I EAST CB
RIM= 428.6
IE= 4251 12" CONIC OUT (S)
I 3 d
I I- EXST CB
RIM= 426.5
IE= 422.1 12" CONC IN (N)
!E= 422.0 12" CONC OUT (S)
Gr 7
s:
As halt SSMH , TYPE 1 48 "0
I� STA: 25 +65.39, 5.00' LT
RIM= 426.25 w /SOLID LOCKING LID
L - -__ 4.25 IE = 418.00 8 "0 OUT (W)
CB 20, TYPE 1
STA: 24+76.03, 17.22' LT
RIM= 423.50
IE= 419.59 12 "0 IN (N)
IA`s alt IE= 419.59 12 "0 OUT (S)
I
I8I
/ EXST CB
0' I RIM= 423.1
I I ph It IE= 420.6 12" CON' IN (N)
IE= 420.6 12" CONC OUT (S)
CB 19, TYPE 1 -L
STA: 23 +42.22, 22.07' LT
(� r el RIM= 419.70
a IE= 415.96 12 "0 IN (N)
IE= 417.7 EX. 12 "0 OUT (S)
EXST CB
RIM= 419.7
3 I ( IE= 417.4 12" CONC IN (N)
I IE= 417.4 12" CONC IN (E)
IE= 417.2 18" CONC OUT (S)
Viz! - - --- x - --
3+0 Q e -
N N
D W
M
r I EXST CB _
I I ( N RIM= 419.4
I I� iE= 416.7 18" CONC IN (N)
F I IL= 416.9 12" GONG IN (E)
IIE= 416.8 12" CONC OUT (S)
w r.XS T SDMH
CIS RIM= 420.2
iE= 407.8 36" IP IN (E)
IE= 407.7 36" IP OUT (S)
w
GRAPHIC SCALE
50 0 25 50 100
(
IN FEET )
1 inch = 50 ft.
LEGEND
FOUND SECTION CORNER AS NOTED HEREON.
wrQag FOUND QUARTER CORNER AS NOTED HEREON.
HORIZONTAL CONTROL
w
NO. I REVISION
CD
-�`
AiF4 ScHwma, &
AS50CI m, N..Lc
32223
� rsT ti� CM ENQMMG A :PROJECT MANAGENIM
SOUTH 9TH STREET Bus (253) 272 -4451
SUITE
#303 Fax. (253) 272 -4495
EXPIRES 09/20/08 TACOMA, WA 98405 bschweiklAnsn.com
CI TY uI- REIN TON
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE
COMPOSITE UTILITIES &
HORIZONTAL CONTROL PLAN
DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C23
DRAWN: TAS
CHECKED: BAS SCALE: 1" = 50' FIELD BOOK: PAGE:
BY APPR. DATE APPROVED: SHEET: C -23 OF: 23
DIRECTOR OF PUBLIC WORKS.
IE =405.6 -
CB 1, TYPE 21 48 "� CB , TYPE 2, 48 °0 W
STA: 7 +99.94, 23.50' LT STA: 8 +10.05, 15.22' LT
SOLID LOCKING LID RIM= 410.48
RIM= 410.42 IE= 402.75 12 "4 IN (E) J
IE= 398.85 12-0 IN (N) N -
IE- 402.75 12-0 IN (W) a.
IE= 398.85 12 "0 OUT (W) IE= 402.75 12 "0 OUT (N)
CB 2, TYPE 2, 48 "0
(( STA: 7 +06.60, 23.50' LT
SOLD LOCKING LID
RIM= 408.50
IE= 398.15 12 "4 IN (E)
IE= 398.15 12 "0 OUT (S)
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
RD F 1= `4426.5
E� ONP
e
qua \
i
10' PRIVATE STORM
DRAINAGE SEMENT I �
7 RD FF= 425 __..,_�
1
\ - 424
418 FF= 419 FF= 420 I \
CEMENT CONCRETI CURB
GUTittR & SIDEWP�K,
- SEE DETAIL SHTS tC -11 & �` I p FF= 423.5
C -13 \ - - --
- SS Ste' _ SSRD
e
- w w
4
yC LIB Vim' �CC , !,IE =415.1 1 cv _
1z„ Si IE =411, oHP =412.2 '" s a -
11.3 ca i Y, IE 413.3 oHC oHP
CB TYPE 1 5 .aoo� ; nc =414.5 -
cn rf c F.iv Ltr:x Fr c
STA: 9 +76.36, 15.22' LT
RIM= 413.63 0 - '' CB 7, TYPE 1 !
IE= 409.62 12 "0 IN (E) STA: 11 +67.68, 15.22' LT 416.92 = SSMH 7, TYPE 1 48 °0
IE= 409.62 12 "� OUT (W) RIM " STA: 23 +28.39, 5.00' LT
f� SSMH IE= 413.42 6.0 IN (W)
� RIM= 420.19 w /SOLID LOCKING LID
STA; 9-(-11.55; 5.00= LT IE= 412.92 12 "0 IN (E) IE = 412.10 8 "4 IN (N)
?<1 = 412,60 IE= 412.92 12-0 OUT (W) IE = 412.00 8 "0 OUT (W)
IE = 405.70 8 "0 IN (E)
IE = 405.83 6"O IN (N)
IE = 405.83 6 "0 IN (NW) EXST CB
1E = 405.60 8% OUT (S) RIM= 418.9
IE= 417.6 12" CONC IN (N)
IE= 417.4 12" CONIC OUT (S)
O TRB
IE CA. CHAN. = ±422.6 8"0 IN (E)
IE CA CHAN. = ±422.6 8 "0 OUT (N)
N 3 \ CB 21, TYPE 1
�3o STA: 26 +68.33, 17.22' LT
RIM= 428.72
IE= 424.71 12 "0 IN (N)
\I i IE= 424.71 12 "0 OUT (S)
I EAST CB
RIM= 428.6
IE= 4251 12" CONIC OUT (S)
I 3 d
I I- EXST CB
RIM= 426.5
IE= 422.1 12" CONC IN (N)
!E= 422.0 12" CONC OUT (S)
Gr 7
s:
As halt SSMH , TYPE 1 48 "0
I� STA: 25 +65.39, 5.00' LT
RIM= 426.25 w /SOLID LOCKING LID
L - -__ 4.25 IE = 418.00 8 "0 OUT (W)
CB 20, TYPE 1
STA: 24+76.03, 17.22' LT
RIM= 423.50
IE= 419.59 12 "0 IN (N)
IA`s alt IE= 419.59 12 "0 OUT (S)
I
I8I
/ EXST CB
0' I RIM= 423.1
I I ph It IE= 420.6 12" CON' IN (N)
IE= 420.6 12" CONC OUT (S)
CB 19, TYPE 1 -L
STA: 23 +42.22, 22.07' LT
(� r el RIM= 419.70
a IE= 415.96 12 "0 IN (N)
IE= 417.7 EX. 12 "0 OUT (S)
EXST CB
RIM= 419.7
3 I ( IE= 417.4 12" CONC IN (N)
I IE= 417.4 12" CONC IN (E)
IE= 417.2 18" CONC OUT (S)
Viz! - - --- x - --
3+0 Q e -
N N
D W
M
r I EXST CB _
I I ( N RIM= 419.4
I I� iE= 416.7 18" CONC IN (N)
F I IL= 416.9 12" GONG IN (E)
IIE= 416.8 12" CONC OUT (S)
w r.XS T SDMH
CIS RIM= 420.2
iE= 407.8 36" IP IN (E)
IE= 407.7 36" IP OUT (S)
w
GRAPHIC SCALE
50 0 25 50 100
(
IN FEET )
1 inch = 50 ft.
LEGEND
FOUND SECTION CORNER AS NOTED HEREON.
wrQag FOUND QUARTER CORNER AS NOTED HEREON.
HORIZONTAL CONTROL
w
NO. I REVISION
CD
-�`
AiF4 ScHwma, &
AS50CI m, N..Lc
32223
� rsT ti� CM ENQMMG A :PROJECT MANAGENIM
SOUTH 9TH STREET Bus (253) 272 -4451
SUITE
#303 Fax. (253) 272 -4495
EXPIRES 09/20/08 TACOMA, WA 98405 bschweiklAnsn.com
CI TY uI- REIN TON
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE
COMPOSITE UTILITIES &
HORIZONTAL CONTROL PLAN
DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C23
DRAWN: TAS
CHECKED: BAS SCALE: 1" = 50' FIELD BOOK: PAGE:
BY APPR. DATE APPROVED: SHEET: C -23 OF: 23
DIRECTOR OF PUBLIC WORKS.
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
RD F 1= `4426.5
E� ONP
e
qua \
i
10' PRIVATE STORM
DRAINAGE SEMENT I �
7 RD FF= 425 __..,_�
1
\ - 424
418 FF= 419 FF= 420 I \
CEMENT CONCRETI CURB
GUTittR & SIDEWP�K,
- SEE DETAIL SHTS tC -11 & �` I p FF= 423.5
C -13 \ - - --
- SS Ste' _ SSRD
e
- w w
4
yC LIB Vim' �CC , !,IE =415.1 1 cv _
1z„ Si IE =411, oHP =412.2 '" s a -
11.3 ca i Y, IE 413.3 oHC oHP
CB TYPE 1 5 .aoo� ; nc =414.5 -
cn rf c F.iv Ltr:x Fr c
STA: 9 +76.36, 15.22' LT
RIM= 413.63 0 - '' CB 7, TYPE 1 !
IE= 409.62 12 "0 IN (E) STA: 11 +67.68, 15.22' LT 416.92 = SSMH 7, TYPE 1 48 °0
IE= 409.62 12 "� OUT (W) RIM " STA: 23 +28.39, 5.00' LT
f� SSMH IE= 413.42 6.0 IN (W)
� RIM= 420.19 w /SOLID LOCKING LID
STA; 9-(-11.55; 5.00= LT IE= 412.92 12 "0 IN (E) IE = 412.10 8 "4 IN (N)
?<1 = 412,60 IE= 412.92 12-0 OUT (W) IE = 412.00 8 "0 OUT (W)
IE = 405.70 8 "0 IN (E)
IE = 405.83 6"O IN (N)
IE = 405.83 6 "0 IN (NW) EXST CB
1E = 405.60 8% OUT (S) RIM= 418.9
IE= 417.6 12" CONC IN (N)
IE= 417.4 12" CONIC OUT (S)
O TRB
IE CA. CHAN. = ±422.6 8"0 IN (E)
IE CA CHAN. = ±422.6 8 "0 OUT (N)
N 3 \ CB 21, TYPE 1
�3o STA: 26 +68.33, 17.22' LT
RIM= 428.72
IE= 424.71 12 "0 IN (N)
\I i IE= 424.71 12 "0 OUT (S)
I EAST CB
RIM= 428.6
IE= 4251 12" CONIC OUT (S)
I 3 d
I I- EXST CB
RIM= 426.5
IE= 422.1 12" CONC IN (N)
!E= 422.0 12" CONC OUT (S)
Gr 7
s:
As halt SSMH , TYPE 1 48 "0
I� STA: 25 +65.39, 5.00' LT
RIM= 426.25 w /SOLID LOCKING LID
L - -__ 4.25 IE = 418.00 8 "0 OUT (W)
CB 20, TYPE 1
STA: 24+76.03, 17.22' LT
RIM= 423.50
IE= 419.59 12 "0 IN (N)
IA`s alt IE= 419.59 12 "0 OUT (S)
I
I8I
/ EXST CB
0' I RIM= 423.1
I I ph It IE= 420.6 12" CON' IN (N)
IE= 420.6 12" CONC OUT (S)
CB 19, TYPE 1 -L
STA: 23 +42.22, 22.07' LT
(� r el RIM= 419.70
a IE= 415.96 12 "0 IN (N)
IE= 417.7 EX. 12 "0 OUT (S)
EXST CB
RIM= 419.7
3 I ( IE= 417.4 12" CONC IN (N)
I IE= 417.4 12" CONC IN (E)
IE= 417.2 18" CONC OUT (S)
Viz! - - --- x - --
3+0 Q e -
N N
D W
M
r I EXST CB _
I I ( N RIM= 419.4
I I� iE= 416.7 18" CONC IN (N)
F I IL= 416.9 12" GONG IN (E)
IIE= 416.8 12" CONC OUT (S)
w r.XS T SDMH
CIS RIM= 420.2
iE= 407.8 36" IP IN (E)
IE= 407.7 36" IP OUT (S)
w
GRAPHIC SCALE
50 0 25 50 100
(
IN FEET )
1 inch = 50 ft.
LEGEND
FOUND SECTION CORNER AS NOTED HEREON.
wrQag FOUND QUARTER CORNER AS NOTED HEREON.
HORIZONTAL CONTROL
w
NO. I REVISION
CD
-�`
AiF4 ScHwma, &
AS50CI m, N..Lc
32223
� rsT ti� CM ENQMMG A :PROJECT MANAGENIM
SOUTH 9TH STREET Bus (253) 272 -4451
SUITE
#303 Fax. (253) 272 -4495
EXPIRES 09/20/08 TACOMA, WA 98405 bschweiklAnsn.com
CI TY uI- REIN TON
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE
COMPOSITE UTILITIES &
HORIZONTAL CONTROL PLAN
DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C23
DRAWN: TAS
CHECKED: BAS SCALE: 1" = 50' FIELD BOOK: PAGE:
BY APPR. DATE APPROVED: SHEET: C -23 OF: 23
DIRECTOR OF PUBLIC WORKS.
O TRB
IE CA. CHAN. = ±422.6 8"0 IN (E)
IE CA CHAN. = ±422.6 8 "0 OUT (N)
N 3 \ CB 21, TYPE 1
�3o STA: 26 +68.33, 17.22' LT
RIM= 428.72
IE= 424.71 12 "0 IN (N)
\I i IE= 424.71 12 "0 OUT (S)
I EAST CB
RIM= 428.6
IE= 4251 12" CONIC OUT (S)
I 3 d
I I- EXST CB
RIM= 426.5
IE= 422.1 12" CONC IN (N)
!E= 422.0 12" CONC OUT (S)
Gr 7
s:
As halt SSMH , TYPE 1 48 "0
I� STA: 25 +65.39, 5.00' LT
RIM= 426.25 w /SOLID LOCKING LID
L - -__ 4.25 IE = 418.00 8 "0 OUT (W)
CB 20, TYPE 1
STA: 24+76.03, 17.22' LT
RIM= 423.50
IE= 419.59 12 "0 IN (N)
IA`s alt IE= 419.59 12 "0 OUT (S)
I
I8I
/ EXST CB
0' I RIM= 423.1
I I ph It IE= 420.6 12" CON' IN (N)
IE= 420.6 12" CONC OUT (S)
CB 19, TYPE 1 -L
STA: 23 +42.22, 22.07' LT
(� r el RIM= 419.70
a IE= 415.96 12 "0 IN (N)
IE= 417.7 EX. 12 "0 OUT (S)
EXST CB
RIM= 419.7
3 I ( IE= 417.4 12" CONC IN (N)
I IE= 417.4 12" CONC IN (E)
IE= 417.2 18" CONC OUT (S)
Viz! - - --- x - --
3+0 Q e -
N N
D W
M
r I EXST CB _
I I ( N RIM= 419.4
I I� iE= 416.7 18" CONC IN (N)
F I IL= 416.9 12" GONG IN (E)
IIE= 416.8 12" CONC OUT (S)
w r.XS T SDMH
CIS RIM= 420.2
iE= 407.8 36" IP IN (E)
IE= 407.7 36" IP OUT (S)
w
GRAPHIC SCALE
50 0 25 50 100
(
IN FEET )
1 inch = 50 ft.
LEGEND
FOUND SECTION CORNER AS NOTED HEREON.
wrQag FOUND QUARTER CORNER AS NOTED HEREON.
HORIZONTAL CONTROL
w
NO. I REVISION
CD
-�`
AiF4 ScHwma, &
AS50CI m, N..Lc
32223
� rsT ti� CM ENQMMG A :PROJECT MANAGENIM
SOUTH 9TH STREET Bus (253) 272 -4451
SUITE
#303 Fax. (253) 272 -4495
EXPIRES 09/20/08 TACOMA, WA 98405 bschweiklAnsn.com
CI TY uI- REIN TON
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE
COMPOSITE UTILITIES &
HORIZONTAL CONTROL PLAN
DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C23
DRAWN: TAS
CHECKED: BAS SCALE: 1" = 50' FIELD BOOK: PAGE:
BY APPR. DATE APPROVED: SHEET: C -23 OF: 23
DIRECTOR OF PUBLIC WORKS.
w
GRAPHIC SCALE
50 0 25 50 100
(
IN FEET )
1 inch = 50 ft.
LEGEND
FOUND SECTION CORNER AS NOTED HEREON.
wrQag FOUND QUARTER CORNER AS NOTED HEREON.
HORIZONTAL CONTROL
w
NO. I REVISION
CD
-�`
AiF4 ScHwma, &
AS50CI m, N..Lc
32223
� rsT ti� CM ENQMMG A :PROJECT MANAGENIM
SOUTH 9TH STREET Bus (253) 272 -4451
SUITE
#303 Fax. (253) 272 -4495
EXPIRES 09/20/08 TACOMA, WA 98405 bschweiklAnsn.com
CI TY uI- REIN TON
DEPARTMENT OF PUBLIC WORKS
BECLAN PLACE
COMPOSITE UTILITIES &
HORIZONTAL CONTROL PLAN
DESIGNED: BAS DATE: 04/14/08 FILE NAME: 05057 -C23
DRAWN: TAS
CHECKED: BAS SCALE: 1" = 50' FIELD BOOK: PAGE:
BY APPR. DATE APPROVED: SHEET: C -23 OF: 23
DIRECTOR OF PUBLIC WORKS.