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WATCH
SIGN R ca
M= 415.13
1.5'H BRICK IE =410, 93(N)12 "CONC
n WALL I E= 410.93(W)8 "CMP
CB IE= 411.03(E)6 "PVC
�Fj RIM= 411.21
IE= 406.71(W)12 °GONG
IE= 406.81(NE)6 "PVC
BRICK
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IE= 409.98(N)12 "ONC 12 PI � LAUREL
I
FULL OF DEBRIS /COLLAPSED: CB PROTECTION (TYP)
IE= 409.78(W)10 "DI SEE DETAIL SHT. 28
IE= 409.78(E)6 "PVC
SSMH
RIM= 412.70 CB FOUND PUNCH
IE CTR= 407.70 RIM= 411.73
M BRASS DISK
IE 409 43(E)12 "GONG IN CONC MIC SSMH a z -: PLANE ENTIRE ROAD WIDTH 2° DEEP KEEPING
2 TALL IE 409 43(W)6 "PVC RIM.�g1 z r
EXISTING GRADE. PLACE NEW 2" THICK
- LAUREL 15 IN E CTR=408.44 SD < ° ^.,/ ASPHALT OVERLAY
FIELD A - -- _ - SD MR
LEI IEL AYE-NE _ 4 P
°
o �,,,, IE- 7(SE%18 "GONG NO CONTRACTOR IS RESPONSIBLE FOR
-;• xn r WMC -� -'-• -'-c' / ^^ N 78 °CO C ADJUSTING ALL MANHOLE LIDS, CATCH BAST
W '---_c cora.„;n(' rs,p/ E FRAMES AND GRATES, AND UTILITY VALVE
® 8
c 97C
�A L LA _- ,,:'ll\ Soi /FAR BOXES TO FINISH GRADE.
Og
o O ° `° °' "' ° ° ° i. y 1 - �, �_ -- - ' _' ti /F. 08 2. RESPONSIBLE FOR REPLACING
°mss ° - ° ° ° °° '�----- ° ° ° °"` ° °° ® ° ®1 ® °° I 42�` I I f •_ � .�5° 40$�S(SN /M� ALL EXISTING IS MARKINGS 8C TRAFFIC
\ - SS ---- ss - -ssa- - - -ss -° ° ° ° ° ° ° n A - ® ®r °'° ° °°'° I I t 'l` W� /F R/ >2(/v �16'R /�sCe BUTTONS IN NEW ASPHALT OVERLAY AREAS,
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16'PI 26 CB ...,,.y
° RIM= 411,87 8 co
CB PROTECTION (TYP) / ,5. tV0 x / .. % „ ^�S °ma \ �0 Oti Sy, q
C IE= a08.07(N)16 CONC SEE DETAIL SHT. 28 O FENCE S-o 0 of Lw
IE= 408.37(S)12'CONC / - e S, ' yip S¢2
z IE- 408.405317(E)6NDI IE °407 H17(•)�8'COD CN /F� \ ��k\ \� 0�l\\2® �C9SF
IE, N)rg,. 0
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0S SI
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20 D SGW.Et 1° " „=E,2„ 0' yERfICN.; NqW 1988
STONEGATE LIFT STATION CO
NVEYANCE ° , CITY OE TFIHILL WB IMPROVEMENTS
osH R E N TON
PAG°E: B
SCHEDULE A
z Roth Hill, LLC Tel 425.869.9448 www.rothhill.Gom ( FEET) ---) DATUM
�° e/ e/ a ROAD RESTORATION
�If '3 /S rD .P „or oNE f „ER Planning/Building/Public Buildin Public Works Dept. 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 INCH = 20 FT N0. REVISION BY DATE APPRR 3 u0ft0ixEL" FIELD AVE NE ve ' 17
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SE 3 -23 -5
CB
RIM = 410.50
IE= 406.40(E)12 "CONC
IE =411, 90(E)10°DI
IE= 406.40(W)12 "CONC
I E =412.2O(W)6 "PVC
IE= 406.20(E FULL OF
DEBRIS)8 "PVC
4TALL LAUREL
FIELD AVE NE
CB
EX. SSMH 218
EX. SSMH 221
FOUND PUNCH IN
RIM= 415.11
410 .81
RIM= 413.23
BRASS DISK IN
IE= 412.61(E)8 "CMP
IE CTR
IE CTR= 404.99
IE= 405.30(N)8 "PVC
CONC MON /CASE
IE= 412.71(W)6 "PVC
1.5'H BRICK
IE= 40528(S)8 "PVC
WALL
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1_ _ _ �T -� _ 12 +00 F I a
1 I
w__- _w----
\� I o CONST BASELIN /
£ WM 3 -W-"'' \ �, ^ __ _ ( = -
FOUNO PUNCH D
\ IN BRASS DISK Z
G i y IN CONE MIC
NEIGHBORHOOD BRICK
- LPG
WATCH
SIGN R ca
M= 415.13
1.5'H BRICK IE =410, 93(N)12 "CONC
n WALL I E= 410.93(W)8 "CMP
CB IE= 411.03(E)6 "PVC
�Fj RIM= 411.21
IE= 406.71(W)12 °GONG
IE= 406.81(NE)6 "PVC
BRICK
4'TALL LAUREL
WM
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ti N
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RIM =4CONC J// %i' 4 /T-
-ALL
E= 409.88(5)12 "GONG
IE= 409.98(N)12 "ONC 12 PI � LAUREL
I
FULL OF DEBRIS /COLLAPSED: CB PROTECTION (TYP)
IE= 409.78(W)10 "DI SEE DETAIL SHT. 28
IE= 409.78(E)6 "PVC
SSMH
RIM= 412.70 CB FOUND PUNCH
IE CTR= 407.70 RIM= 411.73
M BRASS DISK
IE 409 43(E)12 "GONG IN CONC MIC SSMH a z -: PLANE ENTIRE ROAD WIDTH 2° DEEP KEEPING
2 TALL IE 409 43(W)6 "PVC RIM.�g1 z r
EXISTING GRADE. PLACE NEW 2" THICK
- LAUREL 15 IN E CTR=408.44 SD < ° ^.,/ ASPHALT OVERLAY
FIELD A - -- _ - SD MR
LEI IEL AYE-NE _ 4 P
°
o �,,,, IE- 7(SE%18 "GONG NO CONTRACTOR IS RESPONSIBLE FOR
-;• xn r WMC -� -'-• -'-c' / ^^ N 78 °CO C ADJUSTING ALL MANHOLE LIDS, CATCH BAST
W '---_c cora.„;n(' rs,p/ E FRAMES AND GRATES, AND UTILITY VALVE
® 8
c 97C
�A L LA _- ,,:'ll\ Soi /FAR BOXES TO FINISH GRADE.
Og
o O ° `° °' "' ° ° ° i. y 1 - �, �_ -- - ' _' ti /F. 08 2. RESPONSIBLE FOR REPLACING
°mss ° - ° ° ° °° '�----- ° ° ° °"` ° °° ® ° ®1 ® °° I 42�` I I f •_ � .�5° 40$�S(SN /M� ALL EXISTING IS MARKINGS 8C TRAFFIC
\ - SS ---- ss - -ssa- - - -ss -° ° ° ° ° ° ° n A - ® ®r °'° ° °°'° I I t 'l` W� /F R/ >2(/v �16'R /�sCe BUTTONS IN NEW ASPHALT OVERLAY AREAS,
+00 OD T e a ss -- sit-.- -rss - - SS- u._� - - -s -i - -ss- '� t °r
- - - - --
F-- w -- w w- -- �� -- - ----F- - t- -_ °_-I f 1 +0o ss -o - - -s - ss----- ss--ss ___ss /' "° , °> �® R0 �s r oN
(n q1 A'�� WV� N j � 'I - - -W- - _.\ys. -_ . -al --f -- -- - "S 00\
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Z_ I I A �, w- w-- --w-- --I-w- f- "`- ---� �i�ss-
i i I w-- - -w
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I
_ ONST 8A E `.
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b .:.� .s ' ^' -•, ,, - op� � `` --.. � � -.,s , +` e r, F R 22 0 �NF) &g
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P�',i �, - -c -c 4~. ¢ly Y-00, ' s /Ae9,/ `� R 2 )
°0 76 PI 'f 3'TALL LAUREL ,> l
16'PI 26 CB ...,,.y
° RIM= 411,87 8 co
CB PROTECTION (TYP) / ,5. tV0 x / .. % „ ^�S °ma \ �0 Oti Sy, q
C IE= a08.07(N)16 CONC SEE DETAIL SHT. 28 O FENCE S-o 0 of Lw
IE= 408.37(S)12'CONC / - e S, ' yip S¢2
z IE- 408.405317(E)6NDI IE °407 H17(•)�8'COD CN /F� \ ��k\ \� 0�l\\2® �C9SF
IE, N)rg,. 0
407.87(SE�'d �ONC /E RR08B62(SM R71',oF� . - „� • ��.A �� F�,
0S SI
5 2 )76 CO ? �s� ♦ ® - x
co
CO CC ^'� SSUV�tt` °+ (-' ?j0
CA
¢76
o e R.6,9(S4)7s ,g23
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2
AK CO NC
^'C _. ��� "N''
.�
ao WAsHl
wre:
R SCALE OSuFMWflN: 4 MJL
20 D SGW.Et 1° " „=E,2„ 0' yERfICN.; NqW 1988
STONEGATE LIFT STATION CO
NVEYANCE ° , CITY OE TFIHILL WB IMPROVEMENTS
osH R E N TON
PAG°E: B
SCHEDULE A
z Roth Hill, LLC Tel 425.869.9448 www.rothhill.Gom ( FEET) ---) DATUM
�° e/ e/ a ROAD RESTORATION
�If '3 /S rD .P „or oNE f „ER Planning/Building/Public Buildin Public Works Dept. 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 INCH = 20 FT N0. REVISION BY DATE APPRR 3 u0ft0ixEL" FIELD AVE NE ve ' 17
3 f
U , --21 - -5 't P
CB
RIM = 414.60
IE =411, 90(E)10°DI
I E =412.2O(W)6 "PVC
STALL
4TALL LAUREL
FIELD AVE NE
4' TALL HEDGE
SSMH
LAUREL
"P
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-- 6.5I(N 41516
IE= 406.51(N)8 "PVC
WM
FTA
WM
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V1 ✓,__ 71' I I I --416_ I
_ v- °.. °. °,e ------ 1 W a�.. ° °..� °.v �-- ° ° °,..., ate.. ,. e°°
\ i w pVC -ss- - s - ss -- -ss- ss -ft- s- ss ss - - -ss -ss ss -s
1_ _ _ �T -� _ 12 +00 F I a
1 I
w__- _w----
\� I o CONST BASELIN /
£ WM 3 -W-"'' \ �, ^ __ _ ( = -
FOUNO PUNCH D
\ IN BRASS DISK Z
G i y IN CONE MIC
NEIGHBORHOOD BRICK
- LPG
WATCH
SIGN R ca
M= 415.13
1.5'H BRICK IE =410, 93(N)12 "CONC
n WALL I E= 410.93(W)8 "CMP
CB IE= 411.03(E)6 "PVC
�Fj RIM= 411.21
IE= 406.71(W)12 °GONG
IE= 406.81(NE)6 "PVC
BRICK
4'TALL LAUREL
WM
O
J
Lil
DO
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O
LO
H
ti N
a LJ.)
:Z Z
Q
CB
t ° �
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RIM =4CONC J// %i' 4 /T-
-ALL
E= 409.88(5)12 "GONG
IE= 409.98(N)12 "ONC 12 PI � LAUREL
I
FULL OF DEBRIS /COLLAPSED: CB PROTECTION (TYP)
IE= 409.78(W)10 "DI SEE DETAIL SHT. 28
IE= 409.78(E)6 "PVC
SSMH
RIM= 412.70 CB FOUND PUNCH
IE CTR= 407.70 RIM= 411.73
M BRASS DISK
IE 409 43(E)12 "GONG IN CONC MIC SSMH a z -: PLANE ENTIRE ROAD WIDTH 2° DEEP KEEPING
2 TALL IE 409 43(W)6 "PVC RIM.�g1 z r
EXISTING GRADE. PLACE NEW 2" THICK
- LAUREL 15 IN E CTR=408.44 SD < ° ^.,/ ASPHALT OVERLAY
FIELD A - -- _ - SD MR
LEI IEL AYE-NE _ 4 P
°
o �,,,, IE- 7(SE%18 "GONG NO CONTRACTOR IS RESPONSIBLE FOR
-;• xn r WMC -� -'-• -'-c' / ^^ N 78 °CO C ADJUSTING ALL MANHOLE LIDS, CATCH BAST
W '---_c cora.„;n(' rs,p/ E FRAMES AND GRATES, AND UTILITY VALVE
® 8
c 97C
�A L LA _- ,,:'ll\ Soi /FAR BOXES TO FINISH GRADE.
Og
o O ° `° °' "' ° ° ° i. y 1 - �, �_ -- - ' _' ti /F. 08 2. RESPONSIBLE FOR REPLACING
°mss ° - ° ° ° °° '�----- ° ° ° °"` ° °° ® ° ®1 ® °° I 42�` I I f •_ � .�5° 40$�S(SN /M� ALL EXISTING IS MARKINGS 8C TRAFFIC
\ - SS ---- ss - -ssa- - - -ss -° ° ° ° ° ° ° n A - ® ®r °'° ° °°'° I I t 'l` W� /F R/ >2(/v �16'R /�sCe BUTTONS IN NEW ASPHALT OVERLAY AREAS,
+00 OD T e a ss -- sit-.- -rss - - SS- u._� - - -s -i - -ss- '� t °r
- - - - --
F-- w -- w w- -- �� -- - ----F- - t- -_ °_-I f 1 +0o ss -o - - -s - ss----- ss--ss ___ss /' "° , °> �® R0 �s r oN
(n q1 A'�� WV� N j � 'I - - -W- - _.\ys. -_ . -al --f -- -- - "S 00\
LIJ w w-- --w- -- w --{-- B +0
Z_ I I A �, w- w-- --w-- --I-w- f- "`- ---� �i�ss-
i i I w-- - -w
- - �- _ - BASELINE - W '--- �w_.�^,'�
I
_ ONST 8A E `.
w F- WM
b .:.� .s ' ^' -•, ,, - op� � `` --.. � � -.,s , +` e r, F R 22 0 �NF) &g
WM �- °- c- WM c -c 'cl / so\`` CIR3 (iSFJ88•.
P�',i �, - -c -c 4~. ¢ly Y-00, ' s /Ae9,/ `� R 2 )
°0 76 PI 'f 3'TALL LAUREL ,> l
16'PI 26 CB ...,,.y
° RIM= 411,87 8 co
CB PROTECTION (TYP) / ,5. tV0 x / .. % „ ^�S °ma \ �0 Oti Sy, q
C IE= a08.07(N)16 CONC SEE DETAIL SHT. 28 O FENCE S-o 0 of Lw
IE= 408.37(S)12'CONC / - e S, ' yip S¢2
z IE- 408.405317(E)6NDI IE °407 H17(•)�8'COD CN /F� \ ��k\ \� 0�l\\2® �C9SF
IE, N)rg,. 0
407.87(SE�'d �ONC /E RR08B62(SM R71',oF� . - „� • ��.A �� F�,
0S SI
5 2 )76 CO ? �s� ♦ ® - x
co
CO CC ^'� SSUV�tt` °+ (-' ?j0
CA
¢76
o e R.6,9(S4)7s ,g23
s F, s (N-)16- s c
476 s(SF CCONC
s7Rr��)� �30¢� K ,
2
AK CO NC
^'C _. ��� "N''
.�
ao WAsHl
wre:
R SCALE OSuFMWflN: 4 MJL
20 D SGW.Et 1° " „=E,2„ 0' yERfICN.; NqW 1988
STONEGATE LIFT STATION CO
NVEYANCE ° , CITY OE TFIHILL WB IMPROVEMENTS
osH R E N TON
PAG°E: B
SCHEDULE A
z Roth Hill, LLC Tel 425.869.9448 www.rothhill.Gom ( FEET) ---) DATUM
�° e/ e/ a ROAD RESTORATION
�If '3 /S rD .P „or oNE f „ER Planning/Building/Public Buildin Public Works Dept. 11130 NE 33rd Place, Suite 200 Bellevue, WA 98004 INCH = 20 FT N0. REVISION BY DATE APPRR 3 u0ft0ixEL" FIELD AVE NE ve ' 17
3 f
U , --21 - -5 't P