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STA 32 +208'�:S 27TH ST =. '� I I FG: 451.24- I - 16
1 STA 10 +00 JQNES AVE S 2 N 1 \ I u' - °c FG: 450.94 ® T °'
11 +00 _EG:450.90
ce 473 -- - --rte a I r 1ils�a
10 +29.341, }8:63'LT ' ., ,- `- .' 450"I
JUNE S� V E- 4,t., _ -y,. - \ 1r n 4u I. 81, it 11 +88:58" 22.43' LT
I'll +61.48 �I ® MATCH EXISTING FLOWLINE
__ i1 4CRETE� ® I 1
/L�_ ® <v / -C6.7 DRIV Y TYPE1 I PAVEMENT PATCH C6.7
_ _ N 169521.99
E1303153.90
ti6 N I �- 11 +82.64 5.86' RT RELOCATED SIGN
53 LF 12" PVC @ 1.00%
I �
CB 15, EXISTING TYPE 1
I I� CONNECT TO EXISTING
STA: 11 +75 35.78' RT
30'3 1 1 RIM= 446.21
h
� � I IE = 443.54 12" (W)
��I ) I IE= 443.5409 "(E)
I ! I
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Know what's below.
Call before you dig.
460
455
450
445
0
r
m
a
CB 17, EXIST CBEXIST CB
ADJUST ST RIM ELEVATION
10 +00
10 +50 O 11 +00
PROFILE
SCALE: HORIZONTAL= V =20'
VERTICAL= 1" =5'
CITY OF RENTON
11 +50
REVISION
460
455
450
FIE R!
12 +00
440
KEYNOTES
NOTE: A SINGLE RAMP WAS PROVIDED IN LIEU OF DUAL RAMPS, WHICH WERE RULED OUT BECAUSE OF THE
CURB RETURN RADIUS, PROXIMITY OF EXISTING CROSSWALKS, PROXIMITY OF UTILIZED WALKING PATHS
ACROSS BOTH STREETS, THE PRESENCE OF AN EXISTING WATER METER, AND THE EXISTING TOPOGRAPHY
WHICH INCLUDES SIGNIFICANT GRADE DIFFERENTIAL. THE PROPOSED RAMP MEETS THE INTENT OF CITY OF
RENTON STANDARD PLAN F010, SIDEWALK RAMP TYPE 2A, AND THE AMERICANS WITH DISABILITIES ACT (ADA)
TO THE MAXIMUM EXTENT FEASIBLE, GIVEN THE CONSTRAINTS AND SURROUNDING TOPOGRAPHY.
I 1.50% I 1
® 1 i FG; 445566 FG: 4 6.88 1
NOTE: PURSUANT TO THE REVISED DRAFT GUIDE INES °
FOR ACCESSIBLE PUBLIC RIGHTS -OF -WAY, SECTIO I v I 1
R303.2.1.1, "THE RUNNING SLOPE SHALL BE 5 PER t NT
MINIMUM AND 8.3 PERCENT MAXIMUM BUT SHALL OT
REQUIRE THE RAMP LENGTH TO EXCEED 4.5 m (15: .ft)." ` I '15.00 m m
(SOURCE: UNITED STATES ACCESS BOARD)
i
I
I , 1
1 t v
FG: 455.33
1 1
.... 1:50 o G: 455.28
1 I FG:?155.40 CENTER 1
FG: 45 (438 N 169361.10
E
_- OP � 1303102.97
rl� FG:4564A `% FG:455.35
1N I I �
I o _
1 U) I I r FG 455.34
4 I �
1 M., FG 45S°14 / e
d jI
1 0 /
( �55.69i
00 45f1.86
o Fa - FG: 454.86
F 0
1 I: It 0 006 - 0.32% c -� ■
O O v FG:7fi FG: 454.78 .... °
G 456.52
t R=15.00' FCa: 45648 Ef..i 456•x.. -1
1 I
L=22.99' ` FG 454.
1 - i - - - c I -�-~ 75
- -_ �_
FG 454.40
FG. 455.2
1 L - - -- JONES AVEFG 454.64
1
GRADING DETAIL
SCALE: 1 " =5'
Oi DEMOLISH EXISTING FENCE.
Oz MOW CURB PER DETAIL Q
O DEMOLISH AND REPLACE ASPHALT
CONCRETE PAVEMENT AROUND
CATCH BASIN TO ALLOW
ADJUSTMENT OF CATCH BASIN.
0 REMOVE AND REPLACE EXISTING
CROSSWALK MARKINGS. NEW
CROSSWALK MARKINGS SHALL
CONFORM TO CITY OF RENTON
STANDARDS.
O SAWCUT LOCATION VARIES AT THIS
STATION, THE PROVIDED ELEVATION
IS OFFSET 3 -FEET FROM CURB FACE
AND IS NOT AT THE SAWCUT LINE.
NEW PAVEMENT IS RAISED AT THIS
LOCATIONS.
Os RELOCATE EXISTING STOP SIGN.
O TRUNCATED DOMES. 10
6.
O SIDEWALK BETWEEN THE DRIVEWAY
AND CROSSWALK SHALL HAVE
DEPRESSED CURB AND GUTTER
0 -INCH CURB HEIGHT.
9 CURB RAMP EDGE IS FLUSH WITH THE
PAVEMENT.
R=371 5
ACB 14/08/141 WJF
ACB
3 31 14
WJF
ACB
3 11 14
OF
omorm
A BRAUN
ACB
-
WJF
- PERINSDOTSTQYLAN-B
=30.3 -
CB 16,
TYPE 2 CB
ACB
1 17 14
WJF
Gcno-a:
W. HERSF
STA 90 +7f"BS' 1
APPR
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STA 11;+74.89,16.94
LT
ING -G
IE: 450.3912' N
RfN: 45
0.00
_ - -
WET-t
IE: 450.4412' (S
0012"(S)-
"
IE
PROPOSED
GRADE
- _ _ � _ _
TFro11►L1t
- - - - --
.a
A
PROXIMATE DEPTH.
SIZE UNKNOWN
EX
STING ELBVATIO
-AT
b AWCUTttN
nT-T2" -PV
@ 1.00 ^0
XISTING ELEVATION
T CENTERLINE
:y
PROPOSED EL E
VATION
AT FLOWLINE
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o
10 +00
10 +50 O 11 +00
PROFILE
SCALE: HORIZONTAL= V =20'
VERTICAL= 1" =5'
CITY OF RENTON
11 +50
REVISION
460
455
450
FIE R!
12 +00
440
KEYNOTES
NOTE: A SINGLE RAMP WAS PROVIDED IN LIEU OF DUAL RAMPS, WHICH WERE RULED OUT BECAUSE OF THE
CURB RETURN RADIUS, PROXIMITY OF EXISTING CROSSWALKS, PROXIMITY OF UTILIZED WALKING PATHS
ACROSS BOTH STREETS, THE PRESENCE OF AN EXISTING WATER METER, AND THE EXISTING TOPOGRAPHY
WHICH INCLUDES SIGNIFICANT GRADE DIFFERENTIAL. THE PROPOSED RAMP MEETS THE INTENT OF CITY OF
RENTON STANDARD PLAN F010, SIDEWALK RAMP TYPE 2A, AND THE AMERICANS WITH DISABILITIES ACT (ADA)
TO THE MAXIMUM EXTENT FEASIBLE, GIVEN THE CONSTRAINTS AND SURROUNDING TOPOGRAPHY.
I 1.50% I 1
® 1 i FG; 445566 FG: 4 6.88 1
NOTE: PURSUANT TO THE REVISED DRAFT GUIDE INES °
FOR ACCESSIBLE PUBLIC RIGHTS -OF -WAY, SECTIO I v I 1
R303.2.1.1, "THE RUNNING SLOPE SHALL BE 5 PER t NT
MINIMUM AND 8.3 PERCENT MAXIMUM BUT SHALL OT
REQUIRE THE RAMP LENGTH TO EXCEED 4.5 m (15: .ft)." ` I '15.00 m m
(SOURCE: UNITED STATES ACCESS BOARD)
i
I
I , 1
1 t v
FG: 455.33
1 1
.... 1:50 o G: 455.28
1 I FG:?155.40 CENTER 1
FG: 45 (438 N 169361.10
E
_- OP � 1303102.97
rl� FG:4564A `% FG:455.35
1N I I �
I o _
1 U) I I r FG 455.34
4 I �
1 M., FG 45S°14 / e
d jI
1 0 /
( �55.69i
00 45f1.86
o Fa - FG: 454.86
F 0
1 I: It 0 006 - 0.32% c -� ■
O O v FG:7fi FG: 454.78 .... °
G 456.52
t R=15.00' FCa: 45648 Ef..i 456•x.. -1
1 I
L=22.99' ` FG 454.
1 - i - - - c I -�-~ 75
- -_ �_
FG 454.40
FG. 455.2
1 L - - -- JONES AVEFG 454.64
1
GRADING DETAIL
SCALE: 1 " =5'
Oi DEMOLISH EXISTING FENCE.
Oz MOW CURB PER DETAIL Q
O DEMOLISH AND REPLACE ASPHALT
CONCRETE PAVEMENT AROUND
CATCH BASIN TO ALLOW
ADJUSTMENT OF CATCH BASIN.
0 REMOVE AND REPLACE EXISTING
CROSSWALK MARKINGS. NEW
CROSSWALK MARKINGS SHALL
CONFORM TO CITY OF RENTON
STANDARDS.
O SAWCUT LOCATION VARIES AT THIS
STATION, THE PROVIDED ELEVATION
IS OFFSET 3 -FEET FROM CURB FACE
AND IS NOT AT THE SAWCUT LINE.
NEW PAVEMENT IS RAISED AT THIS
LOCATIONS.
Os RELOCATE EXISTING STOP SIGN.
O TRUNCATED DOMES. 10
6.
O SIDEWALK BETWEEN THE DRIVEWAY
AND CROSSWALK SHALL HAVE
DEPRESSED CURB AND GUTTER
0 -INCH CURB HEIGHT.
9 CURB RAMP EDGE IS FLUSH WITH THE
PAVEMENT.
R=371 5
ACB 14/08/141 WJF
ACB
3 31 14
WJF
ACB
3 11 14
OF
omorm
A BRAUN
ACB
112" 14
WJF
ACB
112"
WJF
°"W1:
F. KA70NA
ACB
1 17 14
WJF
Gcno-a:
W. HERSF
BY
DATE
APPR
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PERMIT SET
-� -1
" FG: 450.46 1
1--- - - - -Le 1
FG 450.0
1- - Eli 16 M� M 1M M M M
GRADING DETAIL
L SCALE: 1 " =10'
0
Checked for Com liance to City Standards
AS NOTED CITY OF
RENTON
DATUM
aserc Planning /Building /Public Works Dept.
s xor ac not
sac �annr
9IONAL �', All • �
NOncE T A C O M A- SEATTLE • SPOKANE • TRI- CITIES
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AYEfgIW YN NO 9MANE PBL1Y 6
PLL [N�nl! NS MT [fNNF Pql I®'®
^'� � • R Om �.E.ra � � 2215 North 30th Street, Suite 300 Tacoma, WA 98403
oxrrn n: ermmmxxnewc 253.3832422 TEL 253.383.2572 FAX www.ahN.eotn wEB
uo s xm n a Aso rm aXwtt Dees a
.mom m nur mom m rm xX aos nose -
mc
RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 201
SITE IMPROVEMENTS.
RENTON SCHOOL DISTRICT
JONES AVE S FRONTAGE IMPROVEMENTS C5.3
ae 26 X35
cti�`3 -�IS� A- NNNNAP
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" FG: 450.46 1
1--- - - - -Le 1
FG 450.0
1- - Eli 16 M� M 1M M M M
GRADING DETAIL
L SCALE: 1 " =10'
0
Checked for Com liance to City Standards
AS NOTED CITY OF
RENTON
DATUM
aserc Planning /Building /Public Works Dept.
s xor ac not
sac �annr
9IONAL �', All • �
NOncE T A C O M A- SEATTLE • SPOKANE • TRI- CITIES
xilvenx v � 0000ert suu xwaoe x
AYEfgIW YN NO 9MANE PBL1Y 6
PLL [N�nl! NS MT [fNNF Pql I®'®
^'� � • R Om �.E.ra � � 2215 North 30th Street, Suite 300 Tacoma, WA 98403
oxrrn n: ermmmxxnewc 253.3832422 TEL 253.383.2572 FAX www.ahN.eotn wEB
uo s xm n a Aso rm aXwtt Dees a
.mom m nur mom m rm xX aos nose -
mc
RENTON ACADEMY AT SPRING GLEN ELEMENTARY 31 MARCH 201
SITE IMPROVEMENTS.
RENTON SCHOOL DISTRICT
JONES AVE S FRONTAGE IMPROVEMENTS C5.3
ae 26 X35
cti�`3 -�IS� A- NNNNAP
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