HomeMy WebLinkAboutR-39302625
4.75
o 0
STCB
2408
RIM=36.99
12"
CPP
N IE=31.79
12"
CPP
E IE=31.89
0
12"
CPP
S IE=31.99
STREET
NORTH 3RD STREET AND PARK AVENUE NORTH
INTERSECTION IMPROVEMENTS
1 "=10'
GENERAL NOTES:
1. PROVIDE SKID PROOF LIDS FOR ALL STRUCTURES WITHIN RAMPS AND WALKWAYS. STRUCTURES SHALL BE
ADJUSTED TO FINISHED GRADES.
2. ALL TRAFFIC LOOPS WITHIN REPAVED AREAS OR THAT ARE DAMAGED DUE TO CONSTRUCTION ACTIVITIES SHALL
BE REPLACED.
3. SCHOOL AHEAD SIGN PER FIGURE MUTCD 713-5 IN ADVANCE OF THE SCHOOL SPEED / RADAR SIGNS. SEE SIGNAL
PLANS FOR LOCATIONS.
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 ALTfRAnoNaFTHIS DOaIYFNrSHALLNVALDATETHE
PROFES90NAL SEAL AND SN;w►T+fRE. PUBl1CATi011 OF
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THIS D0a11E11TD0ESNorOEROGAIEFRa1RESERVED
OINERSIIP RNiliS N ff. THIS DOa11E11T 6 Fat USE
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY pLYFOR THE PRO�iCT0E111FIDlITHE TiIlEBIAa(
AND IS NOT TO BF. USED FOR RFPAR, ROIODEL OR
�NTM
DIRECT SUPERVISION ON THIS DATE: 08/23/2019.ATMATPRaEcraRFat""1'mHEtaaaEcr.
tv
r �ti ycyF pwAsHf�r
��
41803
�S`S-tONAL
STCB 2403 RIM=36.82
12" CPP W IE=33.07
■iom
_ 5
i - _ 4
■ � 2
TACO M A • SEATTLE • SPOKANE •TRI-CITIES 1
2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO.
19253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB
x
FG: 37.89
MATCH EXIST.
PERPENDICULAR
CURB RAMP
KEY NOTES
MUTCD S1-1 "SCHOOL" SIGN TYPICAL, ALL FOUR LOCATIONS.
1� COORDINATE THE EXACT SIGN LOCATION WITH THE CITY OF RENTON.
CROSSWALK ARROW PER MUTCD W16-7.
NEW SIGNAL TYPE 2, JUNCTION BOX W/ NON-SKID LID, MATCH
El PROPOSED ELEVATION 37.99
ADJUST EXISTING COMMUNICATION MANHOLE RIM FINISHED GRADE TO
El MATCH PROPOSED ELEVATION 37.97
ADJUST EXISTING WATER METER BOX, REPLACE LID WITH A NON SLIP
El LID, MATCH PROPOSED GRADE, 38.34
❑5 RESTORE SIDEWALK, CURB AND GUTTER TO THE NEXT JOINT.
RESTORE SIDEWALK, CURB AND GUTTER TO THE NEXT JOINT LOCATED
El HERE.
RAMP REVISION
STORM DRAINAGE REVISIONS
CITY COMMENTS
ADDENDUM NO. 3
ADDENDUM NO. 1
REVISION
6" CONC W IE= 3.2Z ru.bts.40. . . . .ivir�I ncnioi. ' ru.�o.0
co FL' . . . FG: 38.2 TA:40+41.73, 34.78' RT
STA:40+41.88, nzW-�T -� .27 p Fd�38..51 .�j. p p " TC: 38.02 . .
SE . . . FL: 37:99 . p
00 .......... oo
p. °O °°
(PERPENDICULAR oo ..... ....... 00 4
A .. - - I 1 C; 3R �. . . p p I STA:40+40.50, 34.79' RT
FL: 38.00
MATCH EXIST.
FG:.38.44 . . . . . . . . . . . . . . . O C� . . �. FG: 38.21
STA:.40+00.00
FG: 38.27 'HI
MATCH EXIST.
MATCH EXIST. FL: 38.40 14+00 FL, 38.43 FG: 38.38 CD I 14+94
MAT�EXI rT 4-'
FG:38.24 0 562.99
/
MATCH EXIST., N 180523.4480 I TYPICAL ALL FOUR ROADS,
NORTH 3RD STREET I� THERMOPLASTIC/PAINTED
E 1302420.7060 � � � I CROSSWALK
- . . CD ) FOUND 2" BRASS DISK SEE DETAIL 3 ON SHEET C7.11
OL WITH PUNCH IN CASE -
STA:13+63.09, 7.00' RT
FL: 38.01 FG: 37.99 W
FL: 37.99 FG: 38.01 MATCH EXIST.00
-
MATCH EXIST. FL; 37,94 MATCH EXIST Ln
. . . . . . . . . . . . . . . . . . . . . . - FG:38.04 FL:38.10
. . . . . . . . . . . . . . TC: 38.46 . . . . . . N ~ I
MATCH EXIST. 6" TRANSITION TO FULL o � MATCH EXIST. FL: 38.07
R15.0' 6" FREE STANDING CURB. 0 TC: 38.44. .
1 no 00 Q SIDEWALK BEHIND CURB Z -- �.I
0000 (.
FG: 38.5 L o TO BE AT ROAD GRADE. I \ FL:.37.98 6
MATCH EXIST. r
$.32
�. 2 0 . , R15.0' �
I - - - - - - - F ` 38.0.9. p 08 FL: 37.89 $T o 6 SLOP
L
_ 6 o F= o =.J - - EG SLOPE
�- _� p FG: 39:92 . o o . _ T. - T o -
- - T- - -�. FG: 38.03 o ° o8 0 .
0.14a/o. p 7.13°!0 . F ' 37.91 °. _ F : 37.94 0 0
FG: 38.5 STA:14+18.0- .
- - - - E7IST FG: 38.04 4 0 32.61' RT . . .. FL: 7.83 - - FG: 38.48 - - -
so. FL:37.79 ��. .
SSMH 2771 RIM=38.33 FG: 38 04 MATCH EXIST.
FG: 37.78 t
42" CONC E-W FG: 38.32 0 MATCH EXIST. • • • • •
=NTER CHANNEL=26.33 MATCH EXIST. . • • • • • •I
PARALLEL F�: 37..7.7.......�. 4 I STA:39+64.67, 33.23' RT
1 CURB RAMP MATCH EXIST. I I )TCB 0 RIM=37.80
FG: 37.92 ! CONC W IE=36.25
6 L' MATCH EXIST. �II I PARALLEL 1
TC:38.34 I FG: CURB RAMP
C7.12
STCB 3099 RIM=37.86 MATCH EXIST.
MA CH EXIST.. � . • FL: 37.92
6" CONC NE IE=36.06 0 . . . . . . . . �
A A a I' MATCH EXIST. 1 6 wa
FL: 37.92 0l
co
G + TC:38.36 A aA 1
MATCH EXIST. o U
° A A ° 00
° °
rn MATCH EXIST.
A ° M
4 .
°
WJF
2/22/18
WJF
SURVEYED:
D. FOLLANSBEE
WJF
12/13/17
WJF
DESIGNED:
G. TAUSCHECK
WJF
4/21/17
WJF
WJF
3/17/171
WJF
DRAWN:
F. KATONA
WJF
3/1/17
WJF
CHECKED:
W. FIERST
BY
DATE
APPR
APPROVED:
S. COMFORT
NORTH 3RD STREET AND GARDEN AVENUE NORTH
INTERSECTION IMPROVEMENTS
1 "=10'
SCALE:
AS SHOWN
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
N
GRAPHIC SCALE
0 5 10 20
CONSTRUCTION RECORD(D FXWINGS
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991 `lam ��fiy CITY OF
+
REN TON
llV1
DATUM
Planning/Building/Public Works Dept.
BY:
BY:
BY:
BY:
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
DATE:
DATE:
DATE:
DATE:
SARTORI ELEMENTARY SCHOOL
RENTON SCHOOL DISTRICT
SOUTH INTERSECTION
IMPROVEMENTS
05/04/2017
PAGE:
C6.8
SHEET: OF:
OF`43
N
O
O
O
Q0
Q
J
M
R-393026