HomeMy WebLinkAboutR-393019N
outlb / / ..I ............. .
_...L . r.y/ .... - - - - - GRAPHIC SCALE
ONCE IE-27.97 � o.'.'.' �.'.'.'.'�.'.'.'.' ' �
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.............
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p°°
S IE 29.07
SDCB 75 a:'..p ....p .
3
12 CPP \ I`
Z 8" CONC W IE=27.97 I "' Q. ■ 30 LF 12" 0.50 /o
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37L 12"DIP I
1 20 FEET +
1164 RIM 35.53 . . . . . . . . . . . . . . . . I ..
STMH N "0.51/
v V12 CPP N IE=29.43 w .Q'. . . . . . . . . . I T
z _ r-7n n ��o
w
O 40
39
Q
38
37
36
35
34
33
32
31
30
29
28
27
26
25
SDCB 39
EXISTING TYPE 2 CB
GRADE BREAK STA = 31+45.60
GRADE BREAK STA = 34+11.58
STA 34+56.69, 18.24' LT
SDCB 37
35.696
ELEV = 35.503
RIM: 37.23
STA 30+36.82, 10.45' RT
IE: 31.22 12" (EXISTING N)
RIM: 35.73
XIST. GRADE @SAWCUT LINE
GRADE BREAK STA = 33+26.59
IE: 32.27 8" (S) MATCH EX.
30.13 IE: 39.33 12" (SE)
GRADE BREAK STA = 30+57.18
ELEV = 35.414
PIPE IE
30.13 IE: 3933 12" (S)
ELEV = 35.597
LELE
FINISHED GRADE @ FLOWLINE
GRADE BREAK STA = 32+38.52
48" TYPE 2 CB
ELEV = 35.389
SOLID LID
-
- - - - - - - - - - - - - - - - - - -
EXIST. GRADE @ CENTERLINE
---------------------
J�--
--- -----
--------QA1%---- ---
__-----��
---- 033------------
-- 10---------------------
- o -----------------
------------------0-03% - - - - - - - - -�-- - -
----- ---_------ ----
- - -------
_
TOP OF EX. 2" PWR=34.20
TOP OF EX. 4" PWR=34.59
__
�
BOTTOM=34.03
TOP OF EX. 4" PWR=34.70
BOTTOM=34.26
0.47%
BOTTOM=34.37 t
TOP OF EX. 2" PWR=34.32
91 LF 12" DIP @;
BOTTOM=34.15
TOP OF EX. 4" PWR=33.16
BOTTOM=32.83
TOP OF EX. 8" WTR=32.73
O
32-.-Cr6
0.1
TOP OF EX. 2" PWR=32.00
5 BOTTOM=31.83
TOP EX. 8" WTR=33.19
TOP OF EX. 4" PWR=32.00
IE=32.49
BOTTOM=31.67
0.3'
TOP OF EX. 4" PWR=33.34
BOTTOM=33.01
23 LF 12" DIP @ 1.33%_
TOP OF EX. 8" SEWER=29.54
8.84 SDCB 56, CB TYPE 1
SDCB 55, CB TYPE 1
L
-1_
STA 32+38.58, 20.81' RT
STA 33+29.58, 20.92' RT
SDCB 22
RIM: 35.39-35.35
RIM: 35.25 35.25
CB TYPE 1
20 LF 12" DIP @
33.15 IE: 32.79 12" (E) (MATCH EXISTING PIPE CROWN)
IE:33�412" (W)
STA 34+26.89, 32.15'
RT
1.4 50LJ
IE: 33.29 6" (N) (EXISTING)
33.58
RIM:333gr35.37
IE:32.94 12" (SW)
32.35
SDCB 54
SDCB 24
FINISHED GRADE ELEVATION
SDCB 23
- CB TYPE 1
CB TYPE 1
STA 26+38.78, 55.68' RT
@ FLOWLINE
60" TYPE 2 CB
STA 26+27.08, 33.50' RT
RIM-
EXISTING GRADE ELEVATION
EXISTING /FINISHED GRADE ELEVATION
STA 34+56.57, 34.83' RT
RIM:34.955 34.94
12" (N)
- - IE: 30.59
1 " (SE
IE:39-12" (SE)30.44
IE:39 �12" (NW)30.42
@ CENTERLINE
_
@ SAWCUT LINE
EI 33 9 1235552
33.17 ( )
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C0 00 00 O O co O co O co O co M co 00 Ln O O M I� O Ln
M M L6 M LO � CM r9 L6 CM I.r9 L6 M LO C6 L6 M LO C6 L6 MLO M L6 M UC L6 CY)LO L6 LO Il) CY)LO L6 M LO L6 M LO L6 M LO L6 LCY)O � L6 M � 'i Cy)LO M LO Ln CO Ln M
LO
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29+50 30+00 30+50 31+00 31+50 32+00 32+50
GENERAL NOTES:
AS -BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND uTERAnaNaF1111soowYENrSHALL RlvwDATETHE
PROFES90NA1 SEAL AND SN�lAIURE PUBLICAIN>fl OF
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS cu�B+
DoTooESNorDERocA>ERRaNNESERVED
ONNERSHP
DOCI1LfNT IS FOR USE
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY ONLY FOR THE PRaEcroENT�ImINTHE nnEeLoac
AND IS NOT TO BE USED FOR REPAN, REMODEL OR
DIRECT SUPERVISION ON THIS DATE: 08/23/2019. AoolnoNTO
a
Ld
1. THE EXISTING NORTH 4TH STREET PAVEMENT
SECTION CONSISTS OF ASPHALT PAVEMENT OVER
CONCRETE PAVEMENT. THE EXISTING ASPHALT AND
CONCRETE PAVEMENT SECTION SHALL BE FIELD
VERIFIED AND MATCHED IN THICKNESS. TYPICAL
PATCH FOR RIGID PAVEMENT PATCHING AND
RESTORATION PER DETAIL 1, SHEET C7.11.
J.
mom
5 RAMP REVISION
4 STORM DRAINAGE REVISIONS
3 CITY COMMENTS
.� 2 ADDENDUM NO. 3
ITBVL �tv TACO MA•SEATTLE•SPOKANE•TRI-CITIES 1 ADDENDUM NO. 1
SIGNAL 2215 North 30th Street, Suite 300 Tacoma, WA98403 NO. REVISION
/oQ/7Mo253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB
33+00 33+50 34+00 34+50
KEYNOTES
01 RELOCATED LIGHT POLE. SEE SIGNAL PLANS.
O JUNCTION BOX TO BE DEMOLISHED AND
REPLACED AT A NEW LOCATION, SEE SIGNAL
PLANS.
O CROSS WALK PUSH BUTTON FOR ACCESSIBLE
PEDESTRIAN SIGNAL, SEE SIGNAL DESIGN FOR
EXACT LOCATION.
O TYPICAL TRANSVERSE PATCH FOR FLEXIBLE
PAVEMENT, SEE DETAIL 4 ON SHEET C7.10, TYP.
OPROVIDE 2'x2'x6" ETHOFOAM PAD AT CROSSING.
O NEW 12" DIP N IE=31.54
CONTRACTOR TO FIELD LOCATE NEW LADDER
LOCATION AT SDCB 1169 WITH PUBLIC WORKS
INSPECTION PRIOR TO APPROVAL.
CONSTRUCTION RECORD DRAWINGS
WJF
2/22/181
WJF
SURVEYED:
D. FOLLANSBEE
SCALE:
AS SHOWN
VERTICA
:NNA D 1988
91
�_
t'"a Cl T Y OF
WJF
12/13/17
WJF
DESIGNED:
G. TAUSCHECK
+ R E N TO N
��N�0
WJF
4/21/17
WJF
DROWN.
WJF
3/17/17
WJF
F. KATONA
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
DATU M
Planning/Building/Public Works Dept.
p
WJF
3/1/17
1 WJF
CHECKED:
W. FIERST
BY
DATE
APPR
SCALE ACCORDINGLY
I APPROVED:
S. COMFORT
40
39
38
37
36
35
34
33
32
31
30
29
28
27
26
25
35+00
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICT
NORTH 4TH STREET FRONTAGE
IMPROVEMENTS
05/04/2017
FIELDBOOK:
PAGE:
DRAWING NO:
C6.1
SHEET: OF:
OF:43
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•
•
44
M
N
CD
O
C9
R -393019