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NE 3 -23 -5
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CB PROTECTION (TYP) 3
SEE DETAIL SHT. 28 a> �' w �' ”' ,=4 PM's �9 Ltj-'j ° x �
6 C�
6 FIR % y ' 6�" EL1
N NE 26TH ST y W W y6WnA _ W y
rsiaa
all
WM iii,
N
� LU
SS FORCE MAIN 5`'� GRAVITY I 1�1u z
SS MAINO�
_ _ 30 +0 I 3 ( 'y"3o I 1
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LLJ - -w — 3 tLi rNi iv
—w — w —W — SS -- I.
Jw _W \ WV w _ _wV
i 5 j 4 5 5 SSA. RS
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U) N
2 Q O 2'TALL LAUREL CONC 2'TALL LAUREL W
DRIVE s ,. E .5"SF' I , c�i it io
CB SOLID LID SSMH` <
RIM = 326.91
RIM -327.52 o w Y,
IE= 321.01(N)12 "ADS REPLACE EX. CURB, GUTTER & ^ m I ' 1
tE =3i 5.32(NE) + r _ I1 p Op
IE= 321.01(w)1 2 'CMP SIDEWALK PER CITY OF RENTON
[E=31 5,42(W)
STD. PLANS 101, 102 & 703 r-
d -'
, Uwe
f0
FOR CONTINUATION SEE SHT. 25
ROTFIHILL
o Roth Hill, LLC Tel 425.869.9448 www.rothhill.com
0 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004
i
d
i
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56 N 4 ,
R \M, ,g POS
PPPROxM N PEC30 90 \E'3564 l5 11a POS
VyPTELos �NKc\OWN
-(N5�
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y
UNGN \N
F pON� pASK 3PSE
gRP MONI
GANG
SCALE
20 0 20 40
( FEET )
7 INCH = 20 FT
NO.
FOR CONTINUATION SEE SHT. 21
O 3 l'
W CJ !n N N m [tF l l y U C1
C^^ 1
d p 0
m II 11 11 f1 0
pONpH \N vmwwww �. /1 eQ /N/ 3�f m�M O <O
POONO SS O15y�p50
g
GANG
9 w n
S— —
CB PROTECTION (TYP)
SSMH Sa 9� g2 r 1 1 I s' SEE DETAIL SHT. 26
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mein zN Vi cNn ,n co t 1 1�� �r
Ucpp �M wl O N II '
�rnp 1
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18 1
FOR CONTINUATION SEE SHT. 21
9URJE 0 9W1C:
VFfliIGL N4Vt1 ,980
OE5,6NE0: J t _ 20 CITY
OF
Rwa RENTON
OR4WN:
OSH wr �rv`fl DATUM
16- o-r ruu srus Planning /Building /Public Works Dept.
vrs S 3 rs i ,E rvo, orvE ,rvrH
REVISION BY DATE APPR o: r 9c .c .cwamrvU.+
PLACE NEW 4" THICK CONCRETE SIDEWALK
PLANE ENTIRE ROAD WIDTH 2" DEEP KEEPING
EXISTING GRADE. PLACE NEW 2" THICK
ASPHALT OVERLAY
NOTE: CONTRACTOR IS RESPONSIBLE FOR
ADJUSTING ALL MANHOLE LIDS, CATCH
BASIN FRAMES AND GRATES, AND
UTILITY VALVE BOXES TO FINISH GRADE.
STONEGATE LIFT STATION CONVEYANCE
IMPROVEMENTS
SCHEDULE A
ROAD RESTORATION
NE 24TH ST & NE 26TH ST
PKE:
a
SOM 0
o- aol �a
\E'36 w.,,Ols� X12 POS
\ 365 oOIN SSM 9
3Ia7
R \M
o
N
9(S'
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1
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<y
r
NE 3 -23 -5
W�.W'.WWW.W.W.yW WWW.r�I „��WWW�W lI I`�6' ,I�l
v94T �Iy�AR80 NITAEv I
CB PROTECTION (TYP) 3
SEE DETAIL SHT. 28 a> �' w �' ”' ,=4 PM's �9 Ltj-'j ° x �
6 C�
6 FIR % y ' 6�" EL1
N NE 26TH ST y W W y6WnA _ W y
rsiaa
all
WM iii,
N
� LU
SS FORCE MAIN 5`'� GRAVITY I 1�1u z
SS MAINO�
_ _ 30 +0 I 3 ( 'y"3o I 1
.� m m m w r ...... „ .gym ���—
LLJ - -w — 3 tLi rNi iv
—w — w —W — SS -- I.
Jw _W \ WV w _ _wV
i 5 j 4 5 5 SSA. RS
W
\ ro
U) N
2 Q O 2'TALL LAUREL CONC 2'TALL LAUREL W
DRIVE s ,. E .5"SF' I , c�i it io
CB SOLID LID SSMH` <
RIM = 326.91
RIM -327.52 o w Y,
IE= 321.01(N)12 "ADS REPLACE EX. CURB, GUTTER & ^ m I ' 1
tE =3i 5.32(NE) + r _ I1 p Op
IE= 321.01(w)1 2 'CMP SIDEWALK PER CITY OF RENTON
[E=31 5,42(W)
STD. PLANS 101, 102 & 703 r-
d -'
, Uwe
f0
FOR CONTINUATION SEE SHT. 25
ROTFIHILL
o Roth Hill, LLC Tel 425.869.9448 www.rothhill.com
0 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004
i
d
i
.a
56 N 4 ,
R \M, ,g POS
PPPROxM N PEC30 90 \E'3564 l5 11a POS
VyPTELos �NKc\OWN
-(N5�
W
y
UNGN \N
F pON� pASK 3PSE
gRP MONI
GANG
SCALE
20 0 20 40
( FEET )
7 INCH = 20 FT
NO.
FOR CONTINUATION SEE SHT. 21
O 3 l'
W CJ !n N N m [tF l l y U C1
C^^ 1
d p 0
m II 11 11 f1 0
pONpH \N vmwwww �. /1 eQ /N/ 3�f m�M O <O
POONO SS O15y�p50
g
GANG
9 w n
S— —
CB PROTECTION (TYP)
SSMH Sa 9� g2 r 1 1 I s' SEE DETAIL SHT. 26
1 t f �
+
mein zN Vi cNn ,n co t 1 1�� �r
Ucpp �M wl O N II '
�rnp 1
w
18 1
FOR CONTINUATION SEE SHT. 21
9URJE 0 9W1C:
VFfliIGL N4Vt1 ,980
OE5,6NE0: J t _ 20 CITY
OF
Rwa RENTON
OR4WN:
OSH wr �rv`fl DATUM
16- o-r ruu srus Planning /Building /Public Works Dept.
vrs S 3 rs i ,E rvo, orvE ,rvrH
REVISION BY DATE APPR o: r 9c .c .cwamrvU.+
PLACE NEW 4" THICK CONCRETE SIDEWALK
PLANE ENTIRE ROAD WIDTH 2" DEEP KEEPING
EXISTING GRADE. PLACE NEW 2" THICK
ASPHALT OVERLAY
NOTE: CONTRACTOR IS RESPONSIBLE FOR
ADJUSTING ALL MANHOLE LIDS, CATCH
BASIN FRAMES AND GRATES, AND
UTILITY VALVE BOXES TO FINISH GRADE.
STONEGATE LIFT STATION CONVEYANCE
IMPROVEMENTS
SCHEDULE A
ROAD RESTORATION
NE 24TH ST & NE 26TH ST
PKE: