HomeMy WebLinkAboutR-393025NORTH 4TH STREET AND PARK AVENUE NORTH
INTERSECTION IMPROVEMENTS
1 "=10'
AS -BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS -BUILT BY AHBL , AND MAY INCLUDE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING
LJ FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY
W DIRECT SUPERVISION ON THIS DATE: 08/23/2019.
NOTICE
ALTERATION OF THIS DOWMENT SHALL INVALIDATE THE
PROFESSIONAL SEAL AND SIGNATURE PUB 71011 OF
THIS DOCUbENT DOES NOT DEROGATE FROM RESERVED
011INI HP RN M N IT. THIS DOCIIIEIIT IS FOR USE
ONLY FOR THE PFAECT OE1111F1:D N THE TITLE IMM
AND IS NOT TO BE USED FOR REPAR, ROXDEL OR
ADDITION TO THAT PR0,ECT OR FOR ANY OTHER PFAECT.
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41803
�S`S-tONAL
N
GRAPHIC SCALE
0 5 10
1" = 10 FEET
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T A C O M A• SEATTLE • SPOKANE •TRI-CITIES
2215 North 30th Street, Suite 300 Tacoma, WA 98403
19253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEE
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STCB 672 RIM=35.15 {''' i ......... . ..
6" CONIC E IE=32.85 a I .1. . ... .I . . . �.. 1 x�
6" CONIC W IE=32.85 '
I I / TYPICAL ALL FOUR ROADS, I +
THERMOPLASTIC/PAINTED CROSSWALK \
1 I .. SEE DETAIL 3 ON SHEET 7J11, \+ 1
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�6" CONC W IEP''''''NEW 12" CPESIE =7
31.22NORTH 4TH STREET I .... . ........
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.......... �.. ' ' .. -��. . STA: 34+43.80 _)3
................
.. STA: 46+60.0O
... 34+60 _ S89° 06' 1z n . I ... 34+96
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�\ ..... i . . . . . ' . ' . ' . ' .............. E 1302432.7952 FG: 35.58
508 FOUND 2" BRASS DISK w ... ... MATCH EXIST. O
WITH PUNCH IN CASE O
O
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...... ...P.T. FG:35.. .. .. ............ .................. LO
fyIn
STA'34+04.9.0..... ... I........ LU
MATCH EXIST.. . .
22.04' RT...... .. ........ .. _ .L. __ -. .-. - - .. .
............
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FL..35.46... ........ .. Lu LI ... .... .
FL- 35.42...... .. ..... ........................ 35.57FL:35.44 J
p N ti ..... .. FL: 35.45 ......... ....MATCH EXIST.
I.......
000. F.G:35:9 _ _ _ ..... .
_ - -
�36 4 s4sa FL: 35.39.. - . z. . _ - __ - FL: 35,44 .... a _� - __ TC: 35.76
p . MATCH EXIST.
FG:�5.58 . R25A'. SDCB 22 1. FL: 35:38 . 0.0. o o G: 35�0.
.. .. ..............
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p p p p ... ......... 03:35
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. . . . 35:91 F)G' 5.89 TC' .35,94. ........ SDCB 23 .. FG: 35.61 FG: 35.60 1
a a a 4 FL: 35.48 .... ..... FG: 35.42 . .. a a
p. p. p. p .. .FG:.3�95.
. . . . . F.G:.35.1. . . FL: 35.43
. . . . . . . . . . F 35.93 . .. . TC:35.73
p FL- 35.43 . p p
FC3 5. 7 _ FG- 35..72...... ........ ..... .
PERPENDICULAR CURB I �.
FG.35.60� .
SHP, SEE DETAIL 2, : 36• FL:. 35.60 .. .....P.0 . 11 FG: 35.96
EET C7.1 ST :46+15.71... ..
F 2�Il .Il 9lI
0.
STA:46+15.64, 31.47RT
pO 11:48°o
. °° ..FL3547 . . .
o° FL: 35.65 op p
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STA:46+12.93, 38.001T FG: M.05 . FG: 35.74 a F.G:. 3524 .
p . p PT ...-STA:46+08.32, 36.45'RT
FG: M& �° ............ FG: 2&63 I I
S� A:46+08.41 . .. � . I R25.0'
FG: 35.47. 11.45' RT .
II. p p
MATCH
TC:3 13 . .......... FL: 35.59 ..
F.68 .MTCH EXIST. . . . TC�603
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PC � FG: 35.65 p l .. p I.I I .
L.- 35.40STA:46+01.41"' MATCH EXIST...... I 7.T
4 4 PT15.72' LT C. a a
R25.0-
p . STA:45+96.36 p
STA:45+97. 7 .... .
\ f 18.28' LT 14.12' TPT p l�I J� III
1I FG: 35.40 III
4 MATCH EXIST. STA:45+ 2.93
16.1 ' RT
p p I R25.0'. BEGIN IMPROVEMENTS
ST : 35.44 5.03, 4.00'.R�f. LG`.35.47� . AT NEAREST JOINT.
p p . p . PC: 35... '1-MATC EXIST. p
STA:45+85.03 ..
p a \ p 21.00' LT I �5TAI
+81.60, FG: 35.73 a
MATCH EXIST.
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I I
NORTH 4TH STREET AND GARDEN AVENUE NORTH
INTERSECTION IMPROVEMENTS
1 "=10'
KEY NOTES
MUTCD S1-1 "SCHOOL" SIGN TYPICAL, ALL FOUR LOCATIONS.
COORDINATE THE EXACT SIGN LOCATION WITH THE CITY OF RENTON.
CROSSWALK ARROW PER MUTCD W16-7.
APPROVED FOR CONSTRUCTION
GENERAL NOTES: SUBJECT TO ERRORS AND OMISSIONS
1. PROVIDE SKID PROOF LIDS FOR ALL STRUCTURES WITHIN RAMPS AND WALKWAYS. STRUCTURES SHALL BE
ADJUSTED TO FINISHED GRADES. BY: DATE:
2. ALL TRAFFIC LOOPS WITHIN REPAVED AREAS OR THAT ARE DAMAGED DUE TO CONSTRUCTION ACTIVITIES SHALL
BE REPLACED. BY: DATE:
3. SCHOOL AHEAD SIGN PER MUTCD FIGURE 713-5 IN ADVANCE OF THE SCHOOL SPEED / RADAR SIGNS.
SEE SIGNAL
BY: DATE:
PLANS FOR LOCATIONS.
BY: DATE:
CONSTRUCTION RECORD
DRAWINGS
5
RAMP REVISION
WJF
2/22/18
WJF
SURVEYED:
D.
FOLLANSBEE
SCALE:
AS SHOWN
HORIZONTAL: NAD 1983/1991
DATUM
�� �� CITY
��
� �
v� R E N
O F
TO N
S A R T O R I E L E M E N T A R Y S C H O O L
RE N T O N SCHOOL DISTRICT
NORTH INTERSECTION
4
STORM DRAINAGE REVISIONS
WJF
12/13/17
WJF
DESIGNED:
G. TAUSCHECK
3
CITY COMMENTS
WJF
4/21/17
WJF
2
ADDENDUM NO.3
WJF
3/17/17
WJF
DRAWN:
F. KATONA
ONE INCH
1
ADDENDUM NO. 1
WJF
3/1/17
WJF
CHECKED:
W.
FIERST
AT FULL SCALE
NOT O NE INCH
SCALE ACCOACCORDINGLYNO.
Planning/Building/Public
Works Dept.IF
IMPROVEMENTS
REVISION
BY
DATE
APPR
APPROVED:
S.
COMFORT
05/04/2017
PAGE:
C6.7
SHEET:OF: 29 43
R-393025