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PORTIONS SEC. 15, TWP. 23 N., URGE. 5 E., W.M.
MOM- SM SWU " FW
DER SRO ##UWA nM
ON LOTS 57-60
Iw
_ -�-
.- SPOTT 1 i
N 1
12' 11101E GRA , LOCKM LAD
60 ACCESS ROAD PER _ : 9+&l71, Was'
LT �� 211b
� „ J EX 12" COWL � MM T � � � t t�9
TO BE REWONED NAIL, SWET 19 _ 7
!■ ■■{ /�� .yy- �•�/�1Jyy T ��4/�■ /�����(/�/ . '`' • x PP w Y SEE 9ET 11
` R 1 1 M� �.W / -� .Y . ��.Y . V B • -Y.00A • EA_ ✓ V : , +� ,'t R \ ` .i f • I A.
ECG ASPHALT, AFFLAGC- .,- - , TO BE IIELOCA TED E
SEE WA TER PLAN SET)
c NN K1wD PER aTY or- - >ti R,ovovEn
RENTON REOUN�IEEN7S ASPHALT RAW TO � EX. FrVCE , f; - 20 TO eE MAILBOX { = I � I NNSTALL CLM RAMP
��) EX GRAVFI DIRJYEN?AYi; ',, ! , .'� �PRyVATE WD 6' PVC Ri00f _ �` .,, - . �
Ex war -- Are PIr1R aTY of
AND Foonvc _ M BE REMOWD 1 � � R,EN O�PV STD. DETAIL TNT 1
3 3 1 SA IiGiJT U11� 5+1&67 6EG�V GYIM9 I ARA/NA(>2• ,DRAIN TYP s .
( ) 14 '' 3 I F -ail (BdTH sws) 10+6&7-1 17.94 L
f Tl'P CUTTER AND S�f'W f� EASEMENT - z INSTALL BGtiLARnS ` 1 417.
AA- i I �` - �` PER aTY aF RENTUIV w 71 11! awe NNLET Ex 12 CONC 2 1E 8t
1
STD. DETAIL H019 - t �tfi t�ERT EX 6` AC WATER
15.39' ,f T �GWA TF}
TO P1LlX0 Tl� REMAIN
- __ - _ _ _ - _
_ - - _ - - - L4.- !_
-ST
r....
i
t. - i
- - _ - - _ .
- - - -
IN T- 3 +39- 36 NE 2ND STREET - .� -- - "- _ - -- --- 1' - - _ - r_ _ _ J - - - - o
1• - £X. 6 A WATER `_-- T
_ o t 81. 8 .�ERICHO AVENUE NE 7i7 Err ABANDONED t' X PP H - --_} s P - _ - -- i SD
EX. 18 CONC
-UL RT t _.J -- - -
I .� IN PLACE (SEE
5 +96.50, 5.00 RT EX MAILBOX x '�_-- - _ P -�
I` Q WATER PLAN SET EX. rt 7O BE PLUGGED
r 3 SEE SHEET 18 ) TO BE REMOVED EX. 12 CONC # -
_ f r EX_ FH SEE SECTION Y- Y ,EX. ?2' CONC CULVERT CUL VER T I
i ASPHALT RAMP
I 5+ 18.67, 5.2 RT SHEET 19 Ti7 BE PLUGGED f f TO EX ASPHAL T
TO BE PLUGGED I
I' € X MAILBOX
4 TYPE 11 -54'
5 +24.06, FA
} I 14.08' LT (STU4)
15 -25' L T (GRA TLS)
Z
TO BE REMOVED
8 +54. L T r
C CURB CUT FOR 'Y f --- j
GRAVEL ACCESS ROAD
11 TWE 1I -48'
8 +57.66, Z _uj ..
14.35' LT (STCR)
15.25' L T (GRA TE) I o s I
10+49.83 END CURB 1 `
TTER AND SyDEWALK 10±69.30, 19.
< 12 /E 417.6-1
INT_ 10 +00.00 NE 2ND ST
= 10+08.39 LYONS AVE NE
SS'IH 2A - 60'
9 +96.60, 4.50 RT
� w DROP COINNECTION
1: I PER DETAIL, SHEET 33
W
SHEET 32
x
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1! 7 i l� L_ . • ♦I 1 ♦ l_ 1I I -. 1 ♦I • • ♦• . • L_ 1 t • f \ ♦• , �/ If -�
.I f w S v 1 1 1 11 Ivl F_ 1 ►• /. 1• ►- 11 1 1 S'
.6_ .�f_, r . -. I V_ .U, -
I77
SEE SHEET 18 SEE EET 32
h
TOP OF CURB PROF /LE
Cd
430 ..JI<� a a s .. .. ... .. .. ......................... ....._.....__.........._...._......_.................. a._ ................ _ ... .. ....................... .'•'__'° __........... _ ....... ........ _ ...... ........_...........8 430
EX CB 8093
2 RIM 419.34 4 12i4l
Q 12 /E 417.09 (IN -E, W) Z
0 Q 18" IE 417. 10 (IN -N)
Z O = (TO BE PLUGGED)
N 2
"
vs
0
6 1 0�
............... .......__._......_.........._.........................€..............._........................ ...............................
1 / 4 1 (OUT-
S)
E. 6 8 OU S
I ( %
Z OF CURB GYP EX2' -18" � o
e 4 a CONC. 0 0.459' 12" lE 418:0 '� + F-
EX GROUND A T 'N _
[.ET1l RL/NE TYP m - , _ TO BE PLUGGED
_ - _ - �. EX 35'� 12"
+ + 18" AE 417.29 CONC. 0 1.4,39'
EX 12 Z 6
TO BE PLUGGED CONC EX. GROUND
Z _ - " CULVERT '� AT CENTERLINE
= PROPOSED : 8 _ 12 IE 417.5 Q; T o; x
TYP
D BE
-
._ -- - - D. l. WATER - - -
NOW W a
- -
-i .--..
:... PLUGGED
420,; . . ....................... TY,P _...... -.... _ _ - _ _ _ . - ................ ..............................:
M : � �yo •.1.1.' °'M"° -n - _� "'"°• - .ra+r• �er �x�ew.»� y,� v�p •.�" -_ . -� -- � •-.. _ -. .-- a �• 420
E.Y 12 0. 1. WA TER 12 "I 417.8
,.�•, ,.-• , Y . ,.:- a.:".:°"� "' .,.,•., tl+> "' "'^w , r'- EX. 6 " A C WATER
y
REMAIN
vow
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� � n++.i. +!%e!✓n nF+a : '�.. 70°"'�a - .._,�,� yMtlE •riaw. w.."o +•+++a wa„wn ,yb,n ,k,,,,, ww.,p, •ww„ � . __ r
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M MMY✓ Y �aY __ -_ _ _ M!'wl. 'MMe .. ... .< A.lr� �• - Atom
��'O 00D91N `NrME' 0018.» :
lu' ,
�...l11 S9.Op
EX s Ac WATER INTAKE 15A
- - -
..... ............................... .. ... .... .:.............................. .......................... ..... ..................
. ....... ............. .............................. ..... ..... ................. ...:........ ... . ... ..... .................. ................... .................... _....... ..`....- ...... .. ........................ .. ..
TO BE REMOWD _ ................. 83' 12" O $391F ...................... ........ .. ..... ..... ... 12 IE 417. 8f
(Typ) - 12" lE (MATCH EXISTING)
GLOM i
. 4175
334 -18" 0 391 Q4w
43' -12" EX 12" CONC 37' -12` 0.1. O 0.5411'
14 CUL VER T C..�
ce W THRU CURE INLET Q' BE PLUGGED OUTFACE 11YIY
O
12" IE 417.;6±
TOP9,� 41a f3 (MA TCH EXISTING)
192• -36 QgQ34 12" IE A�i�► 41 133
_ _.
v
4
. ............... ....... ............................... _ . ......... ....... ............................... ... 8 PVC
410. s�e: Q _........._.. .... ..................................................................... ..............................¢ 410
TOP 422. f C.� 11 TYPE li- 48 CB 15
(MATCH EXISTING) W SOUP, LOCKING LID TOP " 4
8" lE 411.18 (OUT) ' TnP 12' /E - 4ib4,14- 41.E 9 E '''"1''�d' 41&05
:(MATCH EXISI7NG) 12' 413�A3 ,N - , 12" lE -4+#� 414`81 (1")
• 4 TYPE 11 -54" 8w IE -4#9: (IN) i41Q78 12 E VAN (OUT -0) _
CB
I OUT
60
8 E 41Q6lf
TOP �e�:-
}
_._ .SOIL /D LOCKING 412201
G UD
I'I'I .................................... y........................................................................ .............................1d liE 413LQ4 -�J11 ...... ... _................. ......_..... ._............................_ ......•... ...............................
TOP 42x27 18: IE �4#�9� 411.81 _ . _ . ° 18' AE 41. 30 (OUT W) 4 .(MATCH CXSRNC) ........................_............. ........... a........ ............. ...... ... ..... ... ....... .....
(ADJVST TO RNAL GRADE) 36 /E 4W. (IN) 41&11 'DROP COVNNECTION
36' IE 41a47 (OUT) COLE: 1 "= 40' HORIZ
PER DETAIL. SHEET 33
36" +E 407.21 (NU --E) 1i� DROP (N)
3s• AIM 84 (W-s) x►srnNC c oiuNO ErEVA now MMSM rap OIF CURB 'j „= 49� R T. a; aonloM avow X43
A NE :8 IE •r�+Yr' 40a 57 Iry w)
8" IE 46.68 (OUT): 40830
NE 2ND S TREE T
SCALE: 1" = 40
0 20 40 80
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PORTIONS SEC. 15, TWP. 23 N., URGE. 5 E., W.M.
MOM- SM SWU " FW
DER SRO ##UWA nM
ON LOTS 57-60
Iw
_ -�-
.- SPOTT 1 i
N 1
12' 11101E GRA , LOCKM LAD
60 ACCESS ROAD PER _ : 9+&l71, Was'
LT �� 211b
� „ J EX 12" COWL � MM T � � � t t�9
TO BE REWONED NAIL, SWET 19 _ 7
!■ ■■{ /�� .yy- �•�/�1Jyy T ��4/�■ /�����(/�/ . '`' • x PP w Y SEE 9ET 11
` R 1 1 M� �.W / -� .Y . ��.Y . V B • -Y.00A • EA_ ✓ V : , +� ,'t R \ ` .i f • I A.
ECG ASPHALT, AFFLAGC- .,- - , TO BE IIELOCA TED E
SEE WA TER PLAN SET)
c NN K1wD PER aTY or- - >ti R,ovovEn
RENTON REOUN�IEEN7S ASPHALT RAW TO � EX. FrVCE , f; - 20 TO eE MAILBOX { = I � I NNSTALL CLM RAMP
��) EX GRAVFI DIRJYEN?AYi; ',, ! , .'� �PRyVATE WD 6' PVC Ri00f _ �` .,, - . �
Ex war -- Are PIr1R aTY of
AND Foonvc _ M BE REMOWD 1 � � R,EN O�PV STD. DETAIL TNT 1
3 3 1 SA IiGiJT U11� 5+1&67 6EG�V GYIM9 I ARA/NA(>2• ,DRAIN TYP s .
( ) 14 '' 3 I F -ail (BdTH sws) 10+6&7-1 17.94 L
f Tl'P CUTTER AND S�f'W f� EASEMENT - z INSTALL BGtiLARnS ` 1 417.
AA- i I �` - �` PER aTY aF RENTUIV w 71 11! awe NNLET Ex 12 CONC 2 1E 8t
1
STD. DETAIL H019 - t �tfi t�ERT EX 6` AC WATER
15.39' ,f T �GWA TF}
TO P1LlX0 Tl� REMAIN
- __ - _ _ _ - _
_ - - _ - - - L4.- !_
-ST
r....
i
t. - i
- - _ - - _ .
- - - -
IN T- 3 +39- 36 NE 2ND STREET - .� -- - "- _ - -- --- 1' - - _ - r_ _ _ J - - - - o
1• - £X. 6 A WATER `_-- T
_ o t 81. 8 .�ERICHO AVENUE NE 7i7 Err ABANDONED t' X PP H - --_} s P - _ - -- i SD
EX. 18 CONC
-UL RT t _.J -- - -
I .� IN PLACE (SEE
5 +96.50, 5.00 RT EX MAILBOX x '�_-- - _ P -�
I` Q WATER PLAN SET EX. rt 7O BE PLUGGED
r 3 SEE SHEET 18 ) TO BE REMOVED EX. 12 CONC # -
_ f r EX_ FH SEE SECTION Y- Y ,EX. ?2' CONC CULVERT CUL VER T I
i ASPHALT RAMP
I 5+ 18.67, 5.2 RT SHEET 19 Ti7 BE PLUGGED f f TO EX ASPHAL T
TO BE PLUGGED I
I' € X MAILBOX
4 TYPE 11 -54'
5 +24.06, FA
} I 14.08' LT (STU4)
15 -25' L T (GRA TLS)
Z
TO BE REMOVED
8 +54. L T r
C CURB CUT FOR 'Y f --- j
GRAVEL ACCESS ROAD
11 TWE 1I -48'
8 +57.66, Z _uj ..
14.35' LT (STCR)
15.25' L T (GRA TE) I o s I
10+49.83 END CURB 1 `
TTER AND SyDEWALK 10±69.30, 19.
< 12 /E 417.6-1
INT_ 10 +00.00 NE 2ND ST
= 10+08.39 LYONS AVE NE
SS'IH 2A - 60'
9 +96.60, 4.50 RT
� w DROP COINNECTION
1: I PER DETAIL, SHEET 33
W
SHEET 32
x
•I f ` - - : ►< 1 /\ 1 M 1 I 1 1 \ IVI -\ /\ i ♦I t- 1 ►♦ �\ 1 1 �� _ I
1! 7 i l� L_ . • ♦I 1 ♦ l_ 1I I -. 1 ♦I • • ♦• . • L_ 1 t • f \ ♦• , �/ If -�
.I f w S v 1 1 1 11 Ivl F_ 1 ►• /. 1• ►- 11 1 1 S'
.6_ .�f_, r . -. I V_ .U, -
I77
SEE SHEET 18 SEE EET 32
h
TOP OF CURB PROF /LE
Cd
430 ..JI<� a a s .. .. ... .. .. ......................... ....._.....__.........._...._......_.................. a._ ................ _ ... .. ....................... .'•'__'° __........... _ ....... ........ _ ...... ........_...........8 430
EX CB 8093
2 RIM 419.34 4 12i4l
Q 12 /E 417.09 (IN -E, W) Z
0 Q 18" IE 417. 10 (IN -N)
Z O = (TO BE PLUGGED)
N 2
"
vs
0
6 1 0�
............... .......__._......_.........._.........................€..............._........................ ...............................
1 / 4 1 (OUT-
S)
E. 6 8 OU S
I ( %
Z OF CURB GYP EX2' -18" � o
e 4 a CONC. 0 0.459' 12" lE 418:0 '� + F-
EX GROUND A T 'N _
[.ET1l RL/NE TYP m - , _ TO BE PLUGGED
_ - _ - �. EX 35'� 12"
+ + 18" AE 417.29 CONC. 0 1.4,39'
EX 12 Z 6
TO BE PLUGGED CONC EX. GROUND
Z _ - " CULVERT '� AT CENTERLINE
= PROPOSED : 8 _ 12 IE 417.5 Q; T o; x
TYP
D BE
-
._ -- - - D. l. WATER - - -
NOW W a
- -
-i .--..
:... PLUGGED
420,; . . ....................... TY,P _...... -.... _ _ - _ _ _ . - ................ ..............................:
M : � �yo •.1.1.' °'M"° -n - _� "'"°• - .ra+r• �er �x�ew.»� y,� v�p •.�" -_ . -� -- � •-.. _ -. .-- a �• 420
E.Y 12 0. 1. WA TER 12 "I 417.8
,.�•, ,.-• , Y . ,.:- a.:".:°"� "' .,.,•., tl+> "' "'^w , r'- EX. 6 " A C WATER
y
REMAIN
vow
r r- To
� � n++.i. +!%e!✓n nF+a : '�.. 70°"'�a - .._,�,� yMtlE •riaw. w.."o +•+++a wa„wn ,yb,n ,k,,,,, ww.,p, •ww„ � . __ r
(I
M MMY✓ Y �aY __ -_ _ _ M!'wl. 'MMe .. ... .< A.lr� �• - Atom
��'O 00D91N `NrME' 0018.» :
lu' ,
�...l11 S9.Op
EX s Ac WATER INTAKE 15A
- - -
..... ............................... .. ... .... .:.............................. .......................... ..... ..................
. ....... ............. .............................. ..... ..... ................. ...:........ ... . ... ..... .................. ................... .................... _....... ..`....- ...... .. ........................ .. ..
TO BE REMOWD _ ................. 83' 12" O $391F ...................... ........ .. ..... ..... ... 12 IE 417. 8f
(Typ) - 12" lE (MATCH EXISTING)
GLOM i
. 4175
334 -18" 0 391 Q4w
43' -12" EX 12" CONC 37' -12` 0.1. O 0.5411'
14 CUL VER T C..�
ce W THRU CURE INLET Q' BE PLUGGED OUTFACE 11YIY
O
12" IE 417.;6±
TOP9,� 41a f3 (MA TCH EXISTING)
192• -36 QgQ34 12" IE A�i�► 41 133
_ _.
v
4
. ............... ....... ............................... _ . ......... ....... ............................... ... 8 PVC
410. s�e: Q _........._.. .... ..................................................................... ..............................¢ 410
TOP 422. f C.� 11 TYPE li- 48 CB 15
(MATCH EXISTING) W SOUP, LOCKING LID TOP " 4
8" lE 411.18 (OUT) ' TnP 12' /E - 4ib4,14- 41.E 9 E '''"1''�d' 41&05
:(MATCH EXISI7NG) 12' 413�A3 ,N - , 12" lE -4+#� 414`81 (1")
• 4 TYPE 11 -54" 8w IE -4#9: (IN) i41Q78 12 E VAN (OUT -0) _
CB
I OUT
60
8 E 41Q6lf
TOP �e�:-
}
_._ .SOIL /D LOCKING 412201
G UD
I'I'I .................................... y........................................................................ .............................1d liE 413LQ4 -�J11 ...... ... _................. ......_..... ._............................_ ......•... ...............................
TOP 42x27 18: IE �4#�9� 411.81 _ . _ . ° 18' AE 41. 30 (OUT W) 4 .(MATCH CXSRNC) ........................_............. ........... a........ ............. ...... ... ..... ... ....... .....
(ADJVST TO RNAL GRADE) 36 /E 4W. (IN) 41&11 'DROP COVNNECTION
36' IE 41a47 (OUT) COLE: 1 "= 40' HORIZ
PER DETAIL. SHEET 33
36" +E 407.21 (NU --E) 1i� DROP (N)
3s• AIM 84 (W-s) x►srnNC c oiuNO ErEVA now MMSM rap OIF CURB 'j „= 49� R T. a; aonloM avow X43
A NE :8 IE •r�+Yr' 40a 57 Iry w)
8" IE 46.68 (OUT): 40830
NE 2ND S TREE T
SCALE: 1" = 40
0 20 40 80
•
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0f UU
'��
/+uu
RO�.L x1;91
�0 +00
ii► '1
11 +00
NOTE: SEE SEPARA TE WA TER
PLAN SET FOR WA TER PLAN
AND PROFILE INFORMA 710N.
ALL CA TCH BASINS SHALL BE
TYPE / UNLESS 07HERWSE NOTED.
• ALL STORM DRAINAGE
DIE. PIPE
A TERIAL SHALL BE PER PIPE AN
CA nONS
A BABASIN SPEQI FI
CATCH
ON SHEET 20.
NOTE.- ALL PROPOSED SANITARY f
SENrER MANHOLES SHALL BE 48 810
UNLESS OTHER WSE INDIGO TED.
f
NOTE: CATCH BASINS HAVE BEEN
SIZED Tiff MEET CURRENT a7 Y AND o <<
WSDOT KNOCKOUT REQUIREMENTS
Jr:
USING ADS N -12 PIPE.
NOTE: CATCH BASINS ARE 0.10
DEPRESSED IN FLOWUNE AS
REQUIRED BY THE CITY OF RENTON.
CAUTION
LOCH 7701V OF EXIS71NG U77LI77ES SHOWN IS
T
APPROX/MA TE AND MAY NOT BE ACCURA 7E
OR ALL INCLUSIVE. IT IS THE CONTRACTOR
RESPONSIBIL1 TY TO FIELD VERIFY LOCA 77ON
OF U77LI71ES PRIOR TO PROCEEDING W17H {„
CONSTRUCTION.
Checked for Compliance to City Standards
C 2002 TRIAD ASSOCIATES
1
R LA
ASSOCIATES
11su I ISM Am NE
K.+ar,e. WA 900343
425.821.8448
425-CH 33481 bx
www 17rdfroc aon�
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RO�.L x1;91
�0 +00
ii► '1
11 +00
NOTE: SEE SEPARA TE WA TER
PLAN SET FOR WA TER PLAN
AND PROFILE INFORMA 710N.
ALL CA TCH BASINS SHALL BE
TYPE / UNLESS 07HERWSE NOTED.
• ALL STORM DRAINAGE
DIE. PIPE
A TERIAL SHALL BE PER PIPE AN
CA nONS
A BABASIN SPEQI FI
CATCH
ON SHEET 20.
NOTE.- ALL PROPOSED SANITARY f
SENrER MANHOLES SHALL BE 48 810
UNLESS OTHER WSE INDIGO TED.
f
NOTE: CATCH BASINS HAVE BEEN
SIZED Tiff MEET CURRENT a7 Y AND o <<
WSDOT KNOCKOUT REQUIREMENTS
Jr:
USING ADS N -12 PIPE.
NOTE: CATCH BASINS ARE 0.10
DEPRESSED IN FLOWUNE AS
REQUIRED BY THE CITY OF RENTON.
CAUTION
LOCH 7701V OF EXIS71NG U77LI77ES SHOWN IS
T
APPROX/MA TE AND MAY NOT BE ACCURA 7E
OR ALL INCLUSIVE. IT IS THE CONTRACTOR
RESPONSIBIL1 TY TO FIELD VERIFY LOCA 77ON
OF U77LI71ES PRIOR TO PROCEEDING W17H {„
CONSTRUCTION.
Checked for Compliance to City Standards
C 2002 TRIAD ASSOCIATES
1
R LA
ASSOCIATES
11su I ISM Am NE
K.+ar,e. WA 900343
425.821.8448
425-CH 33481 bx
www 17rdfroc aon�
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MA M
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PROJECT MANAGER
N9cIA1d COAVREY, fats
PROJECT SURVEYOR
CLAY A. L00ANS PE
PROJECT ENGIlM
PROJECT WNWAPE ARCMCT
MW SUBMITTAL DATE: 11/21/01
SCAIIE. H00S.: 10-40, VIZ.:
AseUrc r
.r A. L nN.
28919 �V
ss ISTE�a``�
TO)YAI.
EXPIRES. 10/22/02
$/2- 7112
STAMP NOT VAL D
UNIBSS SIGNED AND DATED
JOB NO. o1-cos
s
SM NO.
17«38
SCANNED NOV • 7 2003
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PROJECT MANAGER
N9cIA1d COAVREY, fats
PROJECT SURVEYOR
CLAY A. L00ANS PE
PROJECT ENGIlM
PROJECT WNWAPE ARCMCT
MW SUBMITTAL DATE: 11/21/01
SCAIIE. H00S.: 10-40, VIZ.:
AseUrc r
.r A. L nN.
28919 �V
ss ISTE�a``�
TO)YAI.
EXPIRES. 10/22/02
$/2- 7112
STAMP NOT VAL D
UNIBSS SIGNED AND DATED
JOB NO. o1-cos
s
SM NO.
17«38
SCANNED NOV • 7 2003
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