HomeMy WebLinkAboutS-05130FSCHEDULE B EX 24° N 0 6" VC 4.10 6" PVC 7.00
SHED x I L g' CL
6' CL
BB HOOP
ON POLE ACTIVE SS TAP
NC.
NOTE:
MAR ET CONTRACTOR TO RECONNECT
BUIL ING ALL ACTIVE SIDE SEWERS FROM
ARNOLD'S MARKET. INACTIVE
STUBS SHALL NOT BE REPLACED.
TEE RT 4 +04
TEE ELEV. 6.11
CONNECTIO ELEV. 27.28
SAN SEW REHABILITATION N z 12 -15 -95 12 -15 -95 6"PVC 12.00
SEE SHEET 33 z 1 12 -19 -95
0 13 12 11 10 9 8 7 6
M/C I 350 PARK AVE N 346 PARK AVE N NO HOUSE # 33 PARK AVE N CHOOL DIST. PARKING 33 PARK AVE N 32 PARK AVE N ARNOLD'S
BENCH MARK N 5002.91 MARKET
E CITY MON 4272.92
I
CHISLED SQUARE AT BACK OF WALK TEE RT 1 +66 TEE RT 2 +82 TEE RT 3 +72 TEE RT 4 +19 TEE RT 4 +91
AT NE QUADRANT INT. OF N. BROOKS TEE ELEV. 25.09 TEE ELEV. 25.48 TEE ELEV. 25.78 TEE ELEV. 25.95 TEE ELEV. 26.22
Pf R i AVENUE N w CONNECTION ELEV. 25.78 CONNECTION ELEV. 26.19 CONNECTION ELEV. 26.80 CONNECTION ELEV. 27.22 CONNECTION ELEV. 27.54
AND FACTORY ma z 6"PVC 4.00 6"PVC 8.00 6"PVC 3.00 6"PVC 12.00 6"PVC 10.00
ELEV. 37.04 O PLAN N
_= n N = 12 -14 -95 12 -18 -95 12 -19 -95 12 -19 -95 .-. 12 -19 -95
N� 4 ^ � w 1 b SCALE 1" = 20' o
N N J N N w �O N N
_ O �.
too� .N \\ ���((S Nu7� xl� NN O F- H� 60 H:M F-: 00 d• x J ~� Qd NN = w
+U2. N.�vO w. +W W +N�v +0 � �+ � d-+ �N + �N 3� � � .. .'O j x �� � O � a �
w e. Q...>.� fr......(y- ...... x .w.N .......� ---- -- w + ..............:.........Ld i�i1 �. w . w o r 71.�.N..... Q V)
40. ....oz F.. M_o _ " � :� � O r� _ o " w w � w oo o� 3 U) 0) � � + 3 � o z � M "` w
Qz 0 CO N N ¢ ¢ N r- Q O (0 2i x �i Q N . {-O x 'F- w E- H Z w+ w w w w i`.' W - w Q uwi + M a V) + Lo + c~n ao ao w
(/)O w w w w w :cn DD � (n W W O n N cn z N -- v1 cn - D F- N7 O F- g Cn
Ntn w ¢ :�_ w w Xt~i1Frww
0 0 0 oQ o< ° -F cnr o< oFw
- -'- - EXI- NG GRADE - rn rn
35: ....................... ....... ...... ............ rn.cn......... N w .... ....... ... -. ........cn cn.............cntn...... cn �........ ... V) (f).... .........uTCn.................. 35
° ..... .......
I 0 EX. 8" VCP
SAN. SEWER - - - --
I-- - - - - - -- - - - --- -- - - - -- - - - -- 5 WAR
- - - - --- -- 1� �P
25 :................- _> - .................... -..... NEW-8" Y SEWER ............................
NEW :8" PVC SANITARY SEWER " 2
�__ -- - ---- 130.6: LF 0 1.32% 289.2 LF ® 0.02% +
PLUG ABANDONED 0Jf�CTDe
PLUG ABAND. 00 s srEa�°
8' SANITARY SEWER N +...� N + . S10NAL\
SEWER...............:... ... _... ._.................... ._................ . ........ ._...... _........ ...... ..........._........................................... ...............................
4 +00
1 +00 2 +00 3 +00 W Q w Q owiRES, /ze /°s
SCHEDULE B EX. 24"
SANITARY SEWER V5 U5 V)
REHABILITATION SEE PROFILE HAMMOND, COLLIER & WADE- CITY OF RENTON
REFERENCE NOTE SHEET 33
r SCALE 1" = 20' H L VINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS
O RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY4� °K D�1 AS-BUILT CERTIFICATION 1" - 5 V 4010 STONEWAY N. CENTRAL RENTON SEWER REPLACEMENT
-
SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD SEATTLE, WA 98103 -8090
PLAN BO 79, DRAWING y BR 33 AND STANDARD PLAN # BO 82, I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL S -0513 (206) 632 -2664 HCW -L ALLEY BETWEEN GARDEN &PARK
DRAWING # BR 35. LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS FROM N 4TH ST TO STA 5 +00
a SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY RECOMMENDED FOR APPROVAL
i p
DESIGNED: REB
O ABANDONED SIDE SEWER SERVICE X233613 ME OR UNDER MY DIRE"ON. DATE: 6�26�95 FILE NAME:
PLAN REVIEW DATE CHECKED: DPH
E](PIRES 9/11/f]
F.D. RINGEL L.S. 23673 DATF• / SCALE: AS NOTED oCK: PACE
SEWER UTRITY PATE .0. REVISION BY A Pn. DATE APPROVED: SHEEP: 15 OF: 37
0
24'x
w
GARDEN
AVENUE N
ASPHALT
12 -19 -95
END
NK
BURIED TRAFFIC
PLUG ABAND. SEWER
6"PVC 3.00
M1c A
PARKING
PLUG ABAND
CABLE
N 5001.89
E 471798
12-19 -
z
CONTRACTOR TO
8" SANITARY
TEE ELEV. 26.14
C17Y MON
12 -18 -95
DR.
�
'
VERIFY LOCATION
TEE LT 4 +70
6" PVC 2.00
OF 8" WATER MAIN
6" PVC 2.00
5' CEDAR
N
CONNECTION
ELEV. 26.70
RENTON SCHOOL DISTRICT
CONNECTION ELEV.
1
2
°o C0
0-
END
. 25.61
JAWCUT
t AVEMENT & PATC
TEE ELEV. 25.85
6'
L
1 +72
04
-I
REMOVE MANHO
TEE L
3 +15
12-14-95)
SSMH 54
TEE LT 3 +92
DO
RIM 33.46
3 +19 '
PLUG ABAND. 10"
SDMH
IE 26.46 N 8"
Q W
SAN SEW TO EAS
IE 26.53 S 8"
TE RT 1 +94
CONNECT NEW
GRASS
3 N 4
GRASS
5
SANITARY SEWER
00
7
8
STA 2 +30
SSMH 56"BRICK
TO EXI T. MH
CO NECTION ELEV. 26.02
CONNECTION ELEV.
7.08
NEW CONC. DRIVEWAYS
&SIDEWALKS AS R
Q'D
NEW 54" 0 MH #E -1
RIM 32.23
H
w
b
SAWCUT EX. PAVEMENT,
2
IE 24.67 N ABAN
N
uIH E -1
❑
7 CL
IE 24.73 S if
LW
T T \ `�
5 -95
1
IE 24.05 E 24
6"
SIDE
����� ��
\ 2
O
IE 24.04 W 24"
36 REMOVE &REPLACE
D
SE
AC PAVEMENT
ER
`
NEW 8 IWV
R
s 0137 a6' E,
2 +00
SS
PARKING
=
AS REQUIRED
1
SCHEDULE B EX 24° N 0 6" VC 4.10 6" PVC 7.00
SHED x I L g' CL
6' CL
BB HOOP
ON POLE ACTIVE SS TAP
NC.
NOTE:
MAR ET CONTRACTOR TO RECONNECT
BUIL ING ALL ACTIVE SIDE SEWERS FROM
ARNOLD'S MARKET. INACTIVE
STUBS SHALL NOT BE REPLACED.
TEE RT 4 +04
TEE ELEV. 6.11
CONNECTIO ELEV. 27.28
SAN SEW REHABILITATION N z 12 -15 -95 12 -15 -95 6"PVC 12.00
SEE SHEET 33 z 1 12 -19 -95
0 13 12 11 10 9 8 7 6
M/C I 350 PARK AVE N 346 PARK AVE N NO HOUSE # 33 PARK AVE N CHOOL DIST. PARKING 33 PARK AVE N 32 PARK AVE N ARNOLD'S
BENCH MARK N 5002.91 MARKET
E CITY MON 4272.92
I
CHISLED SQUARE AT BACK OF WALK TEE RT 1 +66 TEE RT 2 +82 TEE RT 3 +72 TEE RT 4 +19 TEE RT 4 +91
AT NE QUADRANT INT. OF N. BROOKS TEE ELEV. 25.09 TEE ELEV. 25.48 TEE ELEV. 25.78 TEE ELEV. 25.95 TEE ELEV. 26.22
Pf R i AVENUE N w CONNECTION ELEV. 25.78 CONNECTION ELEV. 26.19 CONNECTION ELEV. 26.80 CONNECTION ELEV. 27.22 CONNECTION ELEV. 27.54
AND FACTORY ma z 6"PVC 4.00 6"PVC 8.00 6"PVC 3.00 6"PVC 12.00 6"PVC 10.00
ELEV. 37.04 O PLAN N
_= n N = 12 -14 -95 12 -18 -95 12 -19 -95 12 -19 -95 .-. 12 -19 -95
N� 4 ^ � w 1 b SCALE 1" = 20' o
N N J N N w �O N N
_ O �.
too� .N \\ ���((S Nu7� xl� NN O F- H� 60 H:M F-: 00 d• x J ~� Qd NN = w
+U2. N.�vO w. +W W +N�v +0 � �+ � d-+ �N + �N 3� � � .. .'O j x �� � O � a �
w e. Q...>.� fr......(y- ...... x .w.N .......� ---- -- w + ..............:.........Ld i�i1 �. w . w o r 71.�.N..... Q V)
40. ....oz F.. M_o _ " � :� � O r� _ o " w w � w oo o� 3 U) 0) � � + 3 � o z � M "` w
Qz 0 CO N N ¢ ¢ N r- Q O (0 2i x �i Q N . {-O x 'F- w E- H Z w+ w w w w i`.' W - w Q uwi + M a V) + Lo + c~n ao ao w
(/)O w w w w w :cn DD � (n W W O n N cn z N -- v1 cn - D F- N7 O F- g Cn
Ntn w ¢ :�_ w w Xt~i1Frww
0 0 0 oQ o< ° -F cnr o< oFw
- -'- - EXI- NG GRADE - rn rn
35: ....................... ....... ...... ............ rn.cn......... N w .... ....... ... -. ........cn cn.............cntn...... cn �........ ... V) (f).... .........uTCn.................. 35
° ..... .......
I 0 EX. 8" VCP
SAN. SEWER - - - --
I-- - - - - - -- - - - --- -- - - - -- - - - -- 5 WAR
- - - - --- -- 1� �P
25 :................- _> - .................... -..... NEW-8" Y SEWER ............................
NEW :8" PVC SANITARY SEWER " 2
�__ -- - ---- 130.6: LF 0 1.32% 289.2 LF ® 0.02% +
PLUG ABANDONED 0Jf�CTDe
PLUG ABAND. 00 s srEa�°
8' SANITARY SEWER N +...� N + . S10NAL\
SEWER...............:... ... _... ._.................... ._................ . ........ ._...... _........ ...... ..........._........................................... ...............................
4 +00
1 +00 2 +00 3 +00 W Q w Q owiRES, /ze /°s
SCHEDULE B EX. 24"
SANITARY SEWER V5 U5 V)
REHABILITATION SEE PROFILE HAMMOND, COLLIER & WADE- CITY OF RENTON
REFERENCE NOTE SHEET 33
r SCALE 1" = 20' H L VINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS
O RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY4� °K D�1 AS-BUILT CERTIFICATION 1" - 5 V 4010 STONEWAY N. CENTRAL RENTON SEWER REPLACEMENT
-
SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD SEATTLE, WA 98103 -8090
PLAN BO 79, DRAWING y BR 33 AND STANDARD PLAN # BO 82, I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL S -0513 (206) 632 -2664 HCW -L ALLEY BETWEEN GARDEN &PARK
DRAWING # BR 35. LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS FROM N 4TH ST TO STA 5 +00
a SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY RECOMMENDED FOR APPROVAL
i p
DESIGNED: REB
O ABANDONED SIDE SEWER SERVICE X233613 ME OR UNDER MY DIRE"ON. DATE: 6�26�95 FILE NAME:
PLAN REVIEW DATE CHECKED: DPH
E](PIRES 9/11/f]
F.D. RINGEL L.S. 23673 DATF• / SCALE: AS NOTED oCK: PACE
SEWER UTRITY PATE .0. REVISION BY A Pn. DATE APPROVED: SHEEP: 15 OF: 37
0
24'x
w
ASPHALT
12 -19 -95
END
NK
PLUG ABAND. SEWER
6"PVC 3.00
4 +96
PARKING
PLUG ABAND
GR. DR.
NED
CONNECTION ELEV. 27.29
12-19 -
z
8" SANITARY
TEE ELEV. 26.14
12 -18 -95
DR.
�
'
12 -19 -95
TEE LT 4 +70
6" PVC 2.00
6" PVC 2.00
5' CEDAR
CONNECTION
ELEV. 26.70
RENTON SCHOOL DISTRICT
CONNECTION ELEV.
7.06
FENCE
°o C0
0-
TEE
. 25.61
JAWCUT
t AVEMENT & PATC
TEE ELEV. 25.85
6'
L
04
-I
REMOVE MANHO
TEE L
3 +15
OLD SATORI ELEMENTRY SCHOOL
TEE LT 3 +92
DO
un w
3 +19 '
SDMH
Q W
RIM 32.26
TE RT 1 +94
TEE RT 2 +39
3 N 4
5
TE ELEV. 25.19
6
7
8
w
CO NECTION ELEV. 26.02
CONNECTION ELEV.
7.08
w
In
uIH E -1
❑
5 -95
6"
SIDE
O
PATCH EX.
AC PAVEMEN
36 REMOVE &REPLACE
SE
AC PAVEMENT
ER
EX. FENCE & GATES
PARKING
AS REQUIRED
fPROPOSED
1
'
° o
=
m
R
D
C
PLACE
MAGED
RB
REMOVE
PLUG AB
PAVEMENT PIPES
X. M
NDO
ED
��
UGP
SCHEDULE B EX 24° N 0 6" VC 4.10 6" PVC 7.00
SHED x I L g' CL
6' CL
BB HOOP
ON POLE ACTIVE SS TAP
NC.
NOTE:
MAR ET CONTRACTOR TO RECONNECT
BUIL ING ALL ACTIVE SIDE SEWERS FROM
ARNOLD'S MARKET. INACTIVE
STUBS SHALL NOT BE REPLACED.
TEE RT 4 +04
TEE ELEV. 6.11
CONNECTIO ELEV. 27.28
SAN SEW REHABILITATION N z 12 -15 -95 12 -15 -95 6"PVC 12.00
SEE SHEET 33 z 1 12 -19 -95
0 13 12 11 10 9 8 7 6
M/C I 350 PARK AVE N 346 PARK AVE N NO HOUSE # 33 PARK AVE N CHOOL DIST. PARKING 33 PARK AVE N 32 PARK AVE N ARNOLD'S
BENCH MARK N 5002.91 MARKET
E CITY MON 4272.92
I
CHISLED SQUARE AT BACK OF WALK TEE RT 1 +66 TEE RT 2 +82 TEE RT 3 +72 TEE RT 4 +19 TEE RT 4 +91
AT NE QUADRANT INT. OF N. BROOKS TEE ELEV. 25.09 TEE ELEV. 25.48 TEE ELEV. 25.78 TEE ELEV. 25.95 TEE ELEV. 26.22
Pf R i AVENUE N w CONNECTION ELEV. 25.78 CONNECTION ELEV. 26.19 CONNECTION ELEV. 26.80 CONNECTION ELEV. 27.22 CONNECTION ELEV. 27.54
AND FACTORY ma z 6"PVC 4.00 6"PVC 8.00 6"PVC 3.00 6"PVC 12.00 6"PVC 10.00
ELEV. 37.04 O PLAN N
_= n N = 12 -14 -95 12 -18 -95 12 -19 -95 12 -19 -95 .-. 12 -19 -95
N� 4 ^ � w 1 b SCALE 1" = 20' o
N N J N N w �O N N
_ O �.
too� .N \\ ���((S Nu7� xl� NN O F- H� 60 H:M F-: 00 d• x J ~� Qd NN = w
+U2. N.�vO w. +W W +N�v +0 � �+ � d-+ �N + �N 3� � � .. .'O j x �� � O � a �
w e. Q...>.� fr......(y- ...... x .w.N .......� ---- -- w + ..............:.........Ld i�i1 �. w . w o r 71.�.N..... Q V)
40. ....oz F.. M_o _ " � :� � O r� _ o " w w � w oo o� 3 U) 0) � � + 3 � o z � M "` w
Qz 0 CO N N ¢ ¢ N r- Q O (0 2i x �i Q N . {-O x 'F- w E- H Z w+ w w w w i`.' W - w Q uwi + M a V) + Lo + c~n ao ao w
(/)O w w w w w :cn DD � (n W W O n N cn z N -- v1 cn - D F- N7 O F- g Cn
Ntn w ¢ :�_ w w Xt~i1Frww
0 0 0 oQ o< ° -F cnr o< oFw
- -'- - EXI- NG GRADE - rn rn
35: ....................... ....... ...... ............ rn.cn......... N w .... ....... ... -. ........cn cn.............cntn...... cn �........ ... V) (f).... .........uTCn.................. 35
° ..... .......
I 0 EX. 8" VCP
SAN. SEWER - - - --
I-- - - - - - -- - - - --- -- - - - -- - - - -- 5 WAR
- - - - --- -- 1� �P
25 :................- _> - .................... -..... NEW-8" Y SEWER ............................
NEW :8" PVC SANITARY SEWER " 2
�__ -- - ---- 130.6: LF 0 1.32% 289.2 LF ® 0.02% +
PLUG ABANDONED 0Jf�CTDe
PLUG ABAND. 00 s srEa�°
8' SANITARY SEWER N +...� N + . S10NAL\
SEWER...............:... ... _... ._.................... ._................ . ........ ._...... _........ ...... ..........._........................................... ...............................
4 +00
1 +00 2 +00 3 +00 W Q w Q owiRES, /ze /°s
SCHEDULE B EX. 24"
SANITARY SEWER V5 U5 V)
REHABILITATION SEE PROFILE HAMMOND, COLLIER & WADE- CITY OF RENTON
REFERENCE NOTE SHEET 33
r SCALE 1" = 20' H L VINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS
O RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY4� °K D�1 AS-BUILT CERTIFICATION 1" - 5 V 4010 STONEWAY N. CENTRAL RENTON SEWER REPLACEMENT
-
SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD SEATTLE, WA 98103 -8090
PLAN BO 79, DRAWING y BR 33 AND STANDARD PLAN # BO 82, I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL S -0513 (206) 632 -2664 HCW -L ALLEY BETWEEN GARDEN &PARK
DRAWING # BR 35. LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS FROM N 4TH ST TO STA 5 +00
a SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY RECOMMENDED FOR APPROVAL
i p
DESIGNED: REB
O ABANDONED SIDE SEWER SERVICE X233613 ME OR UNDER MY DIRE"ON. DATE: 6�26�95 FILE NAME:
PLAN REVIEW DATE CHECKED: DPH
E](PIRES 9/11/f]
F.D. RINGEL L.S. 23673 DATF• / SCALE: AS NOTED oCK: PACE
SEWER UTRITY PATE .0. REVISION BY A Pn. DATE APPROVED: SHEEP: 15 OF: 37
0
24'x
w
ASPHALT
v
PLUG ABAND. SEWER
PARKING
PLUG ABAND
GR. DR.
NED
NC. a
z
8" SANITARY
SEWE
DR.
�
'
I I
5' CEDAR
STA 1-x-00 SEWER C
_ ¢ N 47H Sr
STREET
FENCE
0-
JAWCUT
t AVEMENT & PATC
6'
L
04
REMOVE MANHO
36 36
E B MT 28.71
t END
DO
3 +19 '
SDMH
12 -18 -95
RIM 32.26
TE RT 1 +94
TEE RT 2 +39
3
IE 12" (N &W) 2E.,37
TE ELEV. 25.19
TEE ELEV. 25.41
CO NECTION ELEV. 26.02
CONNECTION ELEV.
7.08
SCHEDULE B EX 24° N 0 6" VC 4.10 6" PVC 7.00
SHED x I L g' CL
6' CL
BB HOOP
ON POLE ACTIVE SS TAP
NC.
NOTE:
MAR ET CONTRACTOR TO RECONNECT
BUIL ING ALL ACTIVE SIDE SEWERS FROM
ARNOLD'S MARKET. INACTIVE
STUBS SHALL NOT BE REPLACED.
TEE RT 4 +04
TEE ELEV. 6.11
CONNECTIO ELEV. 27.28
SAN SEW REHABILITATION N z 12 -15 -95 12 -15 -95 6"PVC 12.00
SEE SHEET 33 z 1 12 -19 -95
0 13 12 11 10 9 8 7 6
M/C I 350 PARK AVE N 346 PARK AVE N NO HOUSE # 33 PARK AVE N CHOOL DIST. PARKING 33 PARK AVE N 32 PARK AVE N ARNOLD'S
BENCH MARK N 5002.91 MARKET
E CITY MON 4272.92
I
CHISLED SQUARE AT BACK OF WALK TEE RT 1 +66 TEE RT 2 +82 TEE RT 3 +72 TEE RT 4 +19 TEE RT 4 +91
AT NE QUADRANT INT. OF N. BROOKS TEE ELEV. 25.09 TEE ELEV. 25.48 TEE ELEV. 25.78 TEE ELEV. 25.95 TEE ELEV. 26.22
Pf R i AVENUE N w CONNECTION ELEV. 25.78 CONNECTION ELEV. 26.19 CONNECTION ELEV. 26.80 CONNECTION ELEV. 27.22 CONNECTION ELEV. 27.54
AND FACTORY ma z 6"PVC 4.00 6"PVC 8.00 6"PVC 3.00 6"PVC 12.00 6"PVC 10.00
ELEV. 37.04 O PLAN N
_= n N = 12 -14 -95 12 -18 -95 12 -19 -95 12 -19 -95 .-. 12 -19 -95
N� 4 ^ � w 1 b SCALE 1" = 20' o
N N J N N w �O N N
_ O �.
too� .N \\ ���((S Nu7� xl� NN O F- H� 60 H:M F-: 00 d• x J ~� Qd NN = w
+U2. N.�vO w. +W W +N�v +0 � �+ � d-+ �N + �N 3� � � .. .'O j x �� � O � a �
w e. Q...>.� fr......(y- ...... x .w.N .......� ---- -- w + ..............:.........Ld i�i1 �. w . w o r 71.�.N..... Q V)
40. ....oz F.. M_o _ " � :� � O r� _ o " w w � w oo o� 3 U) 0) � � + 3 � o z � M "` w
Qz 0 CO N N ¢ ¢ N r- Q O (0 2i x �i Q N . {-O x 'F- w E- H Z w+ w w w w i`.' W - w Q uwi + M a V) + Lo + c~n ao ao w
(/)O w w w w w :cn DD � (n W W O n N cn z N -- v1 cn - D F- N7 O F- g Cn
Ntn w ¢ :�_ w w Xt~i1Frww
0 0 0 oQ o< ° -F cnr o< oFw
- -'- - EXI- NG GRADE - rn rn
35: ....................... ....... ...... ............ rn.cn......... N w .... ....... ... -. ........cn cn.............cntn...... cn �........ ... V) (f).... .........uTCn.................. 35
° ..... .......
I 0 EX. 8" VCP
SAN. SEWER - - - --
I-- - - - - - -- - - - --- -- - - - -- - - - -- 5 WAR
- - - - --- -- 1� �P
25 :................- _> - .................... -..... NEW-8" Y SEWER ............................
NEW :8" PVC SANITARY SEWER " 2
�__ -- - ---- 130.6: LF 0 1.32% 289.2 LF ® 0.02% +
PLUG ABANDONED 0Jf�CTDe
PLUG ABAND. 00 s srEa�°
8' SANITARY SEWER N +...� N + . S10NAL\
SEWER...............:... ... _... ._.................... ._................ . ........ ._...... _........ ...... ..........._........................................... ...............................
4 +00
1 +00 2 +00 3 +00 W Q w Q owiRES, /ze /°s
SCHEDULE B EX. 24"
SANITARY SEWER V5 U5 V)
REHABILITATION SEE PROFILE HAMMOND, COLLIER & WADE- CITY OF RENTON
REFERENCE NOTE SHEET 33
r SCALE 1" = 20' H L VINGSTONE ASSOC., INC. DEPARTMENT OF PUBLIC WORKS
O RECONNECT EXISTING SEWER SERVICE TO THE NEW 8" SANITARY4� °K D�1 AS-BUILT CERTIFICATION 1" - 5 V 4010 STONEWAY N. CENTRAL RENTON SEWER REPLACEMENT
-
SEWER MAIN IN ACCORDANCE WITH THE CITY OF RENTON STANDARD SEATTLE, WA 98103 -8090
PLAN BO 79, DRAWING y BR 33 AND STANDARD PLAN # BO 82, I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL S -0513 (206) 632 -2664 HCW -L ALLEY BETWEEN GARDEN &PARK
DRAWING # BR 35. LOCATIONS OF THE STORM DRAIN AND SANITARY SEWERS FROM N 4TH ST TO STA 5 +00
a SHOWN HEREON ARE THE RESULT OF A SURVEY MADE BY RECOMMENDED FOR APPROVAL
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DESIGNED: REB
O ABANDONED SIDE SEWER SERVICE X233613 ME OR UNDER MY DIRE"ON. DATE: 6�26�95 FILE NAME:
PLAN REVIEW DATE CHECKED: DPH
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F.D. RINGEL L.S. 23673 DATF• / SCALE: AS NOTED oCK: PACE
SEWER UTRITY PATE .0. REVISION BY A Pn. DATE APPROVED: SHEEP: 15 OF: 37
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