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SE 1/4 SECTION 14., TOWNSHIP 23 N, RANGE 5 E, W.M.
THE ENCLA VE A T BRIDL E RIDGE
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coco icj r< O N oo 0.i N o w �cj N of .� co rj N
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Os "� � � �"� ►'� �
10+00 10+40 11+20 12+00 12+80 13+60 14+40 15+20 16+00 16+80 17+60 18+40 19+20 20+00
VER TI CAL DA TUM:
NA VD 88 PER CITY OF RENTON VERTICAL CONTROL
BENCHMARK:
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
A J0�
A
� � WSE
4 32
ISfER
IQNAL
1 CITY COMMENTS 11. 13.14
2 CITY COMMENTSD.R. STRONG
CONSUL TING ENGINEERS 3 CRY Cr-)MMENrs4 MYLARS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033 N 0. REVISION
O 425.827.3063 F 425.827.2423
MAJ
02.13.15
MAJ
SURVEYED:
Sis
MAJ
05.19.15
H.
P. ELEV = 409.29
MAJ
07.13.15
MAJ
MAJ
07.23.15
MAJ
DRAWN:
YLP
m
CHECKED:
MAJ
H.
P. STA = 15+22.86
AP P R
APPROVE"
D
o
n
PW STA = 15+22.86
En
420
PVI ELEV = 413.04
420
A.D. = -12.00
K = 20.83
L.P. ELEV = 394.48
250.00' VC
L.P. STA 11+19.89
PW STA _ 11+82.39
PVI ELEV = 392.61
A.D. = 8.00:
K = 31.25
250.00' VC
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400
RIM 406.60
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CB 15 TYPE 1
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RIM 399.55
12 /E 395.21 N, W /N, OUT
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RIM 401.19
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2 E 39
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390
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24 LF 12 LCPE O 2.041`' P115
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12 /E 39Z 70 S OUT
( )
_
390
76X (Pa).
CB8. TYPE 1
CB 10 TYPE 1
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...............
RIM 394.14 ... _.
„
12 .... /E . 390.43. N E W /N /N OUT
(. )
R/M 399.55
12" IE 396.55 S OUT
O
CB 115 TYPE 1
N
f
RIM 401.19
Q
_ .
24 LF 12 LCPE O 2.961r (P108)
12 /E 398.19 (E) OUT
CB 106 TYPE 1
RIM 394.14
394.14
12" E391.14 (S) OUT
,.
CB 13 TYPE' :1-------------
RIM 369.44
l ---- ;---
CB 7 TYPE 1
12 " 385.95 (N, W) /N
" IE
0..
RIM 394.84
12 /E 365.95 (SE) OUT
86,
12" IE 389.84; (E, SW) IN, OUT
24 LF 12 CPEO 2.041r P113
( )
.......� .....
380
41 LF 12 LCPE O 2.291 P7
_
_.
_....
_
-_,,
36a_ _
_ ...........
CB 113 TYPE 1
CB 6 TYPE 1
RIM 389.44
RIM 392.90
12" IE 386.44 (E) OUT
O
12" IE 388.90 (NE, S) IN, OUT
CB 12 J TYPE 2-48"
RIM 383.59
Z
12" IE 377.27 (NW, W) IN, OUT
- 31 LF 12" LCPE O 1.0010 (P12)
370
_
_ Q
_ _
it
CB 11 TYPE 2 48
_ _ _ 370
RIM 383.71
12" IE376.96
(EW) IN OUT
SE .6TH
ST
WA PA TO PL SE
�N O� opt 00.� N� optj �t� Op� O)� COQ O� Cpl' ��' �� r�0 Opp �� Nw mow. C}" .�`� �1► �w O^ .`� I*.
co
h DO N �o co DO N os a0 0� �o C4 DO �F O co N DO �1• O
coco icj r< O N oo 0.i N o w �cj N of .� co rj N
�O o�0 oar• �� �� �� �O �O �O O� O� O^ O� 00 00 O� O� O� o� �� �� CO opp� opo X00 opt
Os "� � � �"� ►'� �
10+00 10+40 11+20 12+00 12+80 13+60 14+40 15+20 16+00 16+80 17+60 18+40 19+20 20+00
VER TI CAL DA TUM:
NA VD 88 PER CITY OF RENTON VERTICAL CONTROL
BENCHMARK:
r
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
A J0�
A
� � WSE
4 32
ISfER
IQNAL
1 CITY COMMENTS 11. 13.14
2 CITY COMMENTSD.R. STRONG
CONSUL TING ENGINEERS 3 CRY Cr-)MMENrs4 MYLARS
ENGINEERS PLANNERS SURVEYORS
620 7TH AVENUE, KIRKLAND, WA 98033 N 0. REVISION
O 425.827.3063 F 425.827.2423
MAJ
02.13.15
MAJ
SURVEYED:
Sis
MAJ
05.19.15
M&I
DESIGNED:
1 L-
MAJ
07.13.15
MAJ
MAJ
07.23.15
MAJ
DRAWN:
YLP
m
CHECKED:
MAJ
BY
DATE
AP P R
APPROVE"
1. CITY OF RENTON CONTROL POINT NO. 2127, CONCRETE MONUMENT WITH PUNCHED 1-1/2" BRASS
DISK, DOWN 0.7' IN MONUMENT CASE AT THE INTERSECTION OF SE 142ND STREET AND 148TH PLACE
SE. ELEVATION = 363.697 FEET. (PUBLISHED ELEVATION = 110.855 METERS)
2. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH
ROAD SURFACE AT THE INTERSECTION OF SE. 128TH STREET AND 156TH AVENUE SE. AKA THE NORTH
QUARTER CORNER OF SECTION 14-23-5, ELEVATION = 547.94 FEET.
J. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT WIN TACK IN LEAD PLUG AT
THE INTERSECTION OF SE. 139TH ST. AND 156TH AVENUE SE., ELEVATION = 372.34 FEET.
HORIZON TA DA TUM:
NAD 1983/91 PER CITY OF RENTON MONUMENTS.
BASIS OF BEARINGS:
N88.37'40"W ALONG THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 14-23-5 PER KING
COUNTY SURVEY CONTROL POINTS 3763 AND 3764.
O UTILITY CROSSING, SEE SHEET C29 FOR DETAILS
GRAPHIC SCALE
0 20 40 80
1 INCH = 40 FT.
HORIZONTAL
0 2.5 5 10
1INCH =5FT.
VERTICAL
20+80
383815
RECOMMENDED FOR APPOVAL
BY(� A Date: % Z7fil
BY: Date:
BY: Date:
BY:�-i-- NG40A Date: %�LC
SCALE: 1988
THE ENCLAVE AT BRIDLE RIDGE DATE:
HORIZONTALLY NAD D1983/1991 :� 1 0.03. � 4
AS NOTED CITY OF
FIELD800K:
WL RENTON PAGE:
ROAD AND STORM DRAINAGE PROFILE
ONE INCH � DRAWING N0:
AT FULL SCALE Planning/Building/Public Works Dept. C15
IF NOT ONE INCH
SCALE ACCORDINGLY U14005368
SHEET: OF:
15 29
:s
DRS P NO. 131171A1- NININ NIA A
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