HomeMy WebLinkAboutR-371705I
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.: BEGIN VERT CURB/WALK-
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SIDEWALK
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4513 SF
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NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M.
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GRAPHIC SCALE
0 10 20
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( -E DETAIL)
VERTICAL DATUM
NAVD 88
BENCHMARK
-HC MP'I 0 +00 TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32
- --*��-INTERSECTION ELEV. = 514.98 FT
STA 10 +93.30 -116TH SE
+- - STA 0 +00 -SE 86TH (WCCS POINT ID N0. 3831)
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:8 PLANTER
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STA 3 +27.5 -18' LONG ' ae �....' 'q q a 5. SIDEWA d
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ATTACH RB- 7(MODIFED) - - z - �- 2 - - +� - - �.. - - - - -
FUTURE THRU STREET SIGN
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r.
TEMPORARY
ACCESS
.: BEGIN VERT CURB/WALK-
WALK FG 49
0.
SIDEWALK
_EASM'T
LOT 6
4513 SF
I:
li
V
' 0 +50
NE 1/4 OF SE 1/4 OF SEC. 32, TWP. 23N., RGE. 5E., W.M.
I
ao
5'
0
I >
z
z
UI m I
n A
5 30'
P
GRAPHIC SCALE
0 10 20
" ( IN FEET )
M ILBOX LOCATION _ 1 inch = 20 ft.
( -E DETAIL)
VERTICAL DATUM
NAVD 88
BENCHMARK
-HC MP'I 0 +00 TOP OF FOUND CONCRETE MONUMENT AT THE S.E. CORNER OF SECTION 32
- --*��-INTERSECTION ELEV. = 514.98 FT
STA 10 +93.30 -116TH SE
+- - STA 0 +00 -SE 86TH (WCCS POINT ID N0. 3831)
0
:8 PLANTER
v
STA 3 +27.5 -18' LONG ' ae �....' 'q q a 5. SIDEWA d
2
TYPE III BARRICADE - - - = - - - - - - -
r - - _ -
ON X4' WOODEN POSTS " :� - - -
BURIED 3' IN CONCRETE I ° -
n _
ATTACH RB- 7(MODIFED) - - z - �- 2 - - +� - - �.. - - - - -
FUTURE THRU STREET SIGN
"'j WALK FG 490 91-:�:'
STA 11#95E30-'22'tfi--E----
500
,.1
m:1
ROAD NOTES
1. CONSTRUCT ASPHALT PAVEMENT ROADWAY SECTION PER CROSS SECTION DETAIL HEREON
2. CONSTRUCT VERT CONC CURB AND GUTTER PER STD PLAN F001
jjj 3. CONSTRUCT 4" CONC. SIDEWALKS PER RENTON STD PLAN F005.1 & F007
m{ 4 CONSTRUCT TYPE 4 DRIVEWAYS PER STD PLAN F004.5
5. CONSTRUCT TYPE 3 BARRICADE PER STD PLAN H -018
I
2 .00 a ` 6. CONSTRUCT TYPE 3C HANDICAP RAMP PER SID PLAN F012.2
7. CONSTRUCT MAILBOX PER STD PLAN H027
8. ALL TRENCH RESTORATION AND OVERLAY REQUIREMENTS SHALL COMPLY WITH THE CITY OF RENTON STANDARDS.
DRIVEWAY TABLE- 16' WIDE DRIVEWAY
_ ADJUST TO STATION OFFSET
GRADE (TYP) 0 +82.26 L
z1 0 +84.19 R
1 +40.88 L
E ° .. 1 +70.88 L
NOTE
THE LOCATION OF ALL EXISTING HAGENSON DIN
THEMEXXACT LOCATIONU ONTHD EALL EXISTINGRUTTIES SHOWN
BEFORE COMMENCING WORK. CONTRACTOR AGREES PALY RESPONSIBLE FOR MY AND ALL DAMAGES
CONSULTANTS� LL � i9�
ENGINEERING CPAL ���BE ,4CCASI�fDBVI�F���oE�A����o�A�
6484 -48TH AVE SW Seattle WA 98126 IC��
phone 206 938 -6168 fax 206.938-7M AND PRESERVE ANV AND All UNDERGROUND U�IJUE51
@�IOII�nQ9��W�
CALL 48 HOURS
BEFORE YOU DIG
4 nnn -A9d_5555
116 V1'11AL' - JG luu r, Lai up
SCALE: HORIZ: 1" = 20' VERT: 1" = 5'
1 +87.39 R - 20'WIDTH, 20' RADIUS - SEE PLAN
2 +49.637 R
2 +58.24 L
2 +79.67 R
2 +88.24 L
500
CONSTRUCTION NOTES
495 1O. CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5
2000NSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS.
490 30. SEE SHEET C7 FOR STORM SEWER CONSTRUCTION.
®CONSTRUCT 16' WIDE CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STANDARD PLAN F004.5
' :1,
175
0 +00
TYPICAL CROSS SECTION
NOT TO SCALE SE 186TH PL
R- 311705
Rp BN RAN F-001 w, iu
CHECK FOR COMPLIANCE TO CITY STANDARDS
�O
FOR 6 PLANTER H 19 1 w 0H vmm�l ww'oea CITY OF SE 186TH PLAN & PROFILE
BFSGNED: 1 " =� NORaeNfN:ND19B3 /IBBI �� LAKESIDE FAIRWOOD PLAT
4 REVISE IGN AT STA 19 4 HEH /30 HEH -20 �0
PER CITY 8 16 13 COMMENTS HEH 30 13 HEH RENTON 1$121 - 116TH AVE SE
3 ADDEDJERMIT SUBMITTAL HEH 1 13 pEp HEH RE
rc�;wcN DATUM 18NTON, WASHINGTON
2 REVISED REVISION m DATE APPR �� �"` vurxE Planning /Building /Public Works Dept. LE1�$�DEINVESTMENSS,LLC
HEH * «+E ^x"
1 INITIAL
NO.
n.>F:
5/1/13
Fes;
Bw�
C5
5 X13
P
LOT 1
SIDEWALK
L
4678 SF EASM'T.Ki
5,00,,!
LOT 5 5
I
CO C
LOT 4 I L
LQT 2 - � 5
5' TO BE WALK
4534 SF -
� L
LOT 3 L
4508 SF - D
DEDICATED AS;
A
4514 SF .
.._., A
ADDITIONAL; ;
' 1" E
E�� •. R
ROW -
I
I
I �
� -
I I
I
SIDEWLK
500
,.1
m:1
ROAD NOTES
1. CONSTRUCT ASPHALT PAVEMENT ROADWAY SECTION PER CROSS SECTION DETAIL HEREON
2. CONSTRUCT VERT CONC CURB AND GUTTER PER STD PLAN F001
jjj 3. CONSTRUCT 4" CONC. SIDEWALKS PER RENTON STD PLAN F005.1 & F007
m{ 4 CONSTRUCT TYPE 4 DRIVEWAYS PER STD PLAN F004.5
5. CONSTRUCT TYPE 3 BARRICADE PER STD PLAN H -018
I
2 .00 a ` 6. CONSTRUCT TYPE 3C HANDICAP RAMP PER SID PLAN F012.2
7. CONSTRUCT MAILBOX PER STD PLAN H027
8. ALL TRENCH RESTORATION AND OVERLAY REQUIREMENTS SHALL COMPLY WITH THE CITY OF RENTON STANDARDS.
DRIVEWAY TABLE- 16' WIDE DRIVEWAY
_ ADJUST TO STATION OFFSET
GRADE (TYP) 0 +82.26 L
z1 0 +84.19 R
1 +40.88 L
E ° .. 1 +70.88 L
NOTE
THE LOCATION OF ALL EXISTING HAGENSON DIN
THEMEXXACT LOCATIONU ONTHD EALL EXISTINGRUTTIES SHOWN
BEFORE COMMENCING WORK. CONTRACTOR AGREES PALY RESPONSIBLE FOR MY AND ALL DAMAGES
CONSULTANTS� LL � i9�
ENGINEERING CPAL ���BE ,4CCASI�fDBVI�F���oE�A����o�A�
6484 -48TH AVE SW Seattle WA 98126 IC��
phone 206 938 -6168 fax 206.938-7M AND PRESERVE ANV AND All UNDERGROUND U�IJUE51
@�IOII�nQ9��W�
CALL 48 HOURS
BEFORE YOU DIG
4 nnn -A9d_5555
116 V1'11AL' - JG luu r, Lai up
SCALE: HORIZ: 1" = 20' VERT: 1" = 5'
1 +87.39 R - 20'WIDTH, 20' RADIUS - SEE PLAN
2 +49.637 R
2 +58.24 L
2 +79.67 R
2 +88.24 L
500
CONSTRUCTION NOTES
495 1O. CONSTRUCT CEMENT CONCRETE CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN F004.5
2000NSTRUCT ROADWAY PER PROFILES AND STREET SECTIONS.
490 30. SEE SHEET C7 FOR STORM SEWER CONSTRUCTION.
®CONSTRUCT 16' WIDE CEMENT CONCRETE DRIVEWAY ENTRANCE PER CITY OF RENTON STANDARD PLAN F004.5
' :1,
175
0 +00
TYPICAL CROSS SECTION
NOT TO SCALE SE 186TH PL
R- 311705
Rp BN RAN F-001 w, iu
CHECK FOR COMPLIANCE TO CITY STANDARDS
�O
FOR 6 PLANTER H 19 1 w 0H vmm�l ww'oea CITY OF SE 186TH PLAN & PROFILE
BFSGNED: 1 " =� NORaeNfN:ND19B3 /IBBI �� LAKESIDE FAIRWOOD PLAT
4 REVISE IGN AT STA 19 4 HEH /30 HEH -20 �0
PER CITY 8 16 13 COMMENTS HEH 30 13 HEH RENTON 1$121 - 116TH AVE SE
3 ADDEDJERMIT SUBMITTAL HEH 1 13 pEp HEH RE
rc�;wcN DATUM 18NTON, WASHINGTON
2 REVISED REVISION m DATE APPR �� �"` vurxE Planning /Building /Public Works Dept. LE1�$�DEINVESTMENSS,LLC
HEH * «+E ^x"
1 INITIAL
NO.
n.>F:
5/1/13
Fes;
Bw�
C5
5 X13
P