HomeMy WebLinkAboutS-342401PAVEMENT TRENCH RESTORATION
PATCH ACROSS ENTIRE WIDTH OF
PAVEMENT PER COR STANDARD DETAIL
H032.1, TYPICAL
CONNECT NEW 6" PVC STUB TO EXIST. 8 "PVC
s SEWER, WITH A TAP THROUGH CAST IRON SADDLE
U, SECURED TO SEWER MAIN WITH STAINLESS STEEL
' BANDS, SEE COR. STD DTL. B078
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IT EXIST. SSMH
M RIM ELV. 379.80 I
EX. IE. 371.33 8 "PVC OUT N.
EX. E. 371.42 8 "PVC IN E.
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RIM ELV. 375.29
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EX. IE. 361.81 8 "PVC OUT N.
FF. 386.00 �I
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EX. E. 361.86 8 "PVC IN S.
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6" PVC C -900 STUB W /CAP1 1'
IE. 380.00, 2X4 WOOD MARKRR, TYP.
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�- GAS SVC PER PSE.
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PVC DUCTS FOR
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4 "PVC 45' AYE
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2- 1 "4(ND PLASTIC WA SERVICE
NE$
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IN 4" PVC CONDUIT
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- HANDHOLD BOA, AND POWR;
SERVICES FOR LOTS 3,4,5,6:
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PER; PEE PLAN & SPECS.
MOVE EX. HYDRANT, 3.5;
Z(
OFF NEW PROPERTY LINE,
REINSTALL PER C.O.R.
E. 380.00 i
N�
40 LF 6' PVC ;SS
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,. ____ - 379.00E
------------ _0
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�- 40 LF 6' PVC
3/4" WATER SERVICE AND METER,
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PER CDR STD. DTL. B106
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PAVEMENT TRENCH RESTORATION
PATCH ACROSS ENTIRE WIDTH OF
PAVEMENT PER COR STANDARD DETAIL
H032.1, TYPICAL
CONNECT NEW 6" PVC STUB TO EXIST. 8 "PVC
s SEWER, WITH A TAP THROUGH CAST IRON SADDLE
U, SECURED TO SEWER MAIN WITH STAINLESS STEEL
' BANDS, SEE COR. STD DTL. B078
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E P SD
O O O O O P(OH r'
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IT EXIST. SSMH
M RIM ELV. 379.80 I
EX. IE. 371.33 8 "PVC OUT N.
EX. E. 371.42 8 "PVC IN E.
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WATER, SEWER AND UTILITIES PLAN — AS BUILT
OF
• • • •
A PORTION OF THE NW 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E. W.M.
RENTON, WASHINGTON
HORIZONTAL & VERTICAL DATUM - BASIS OF BEARINGS MATCH EXISTING
NAD 1983 (911 PER CITY OF RENTON AND NAVD 1988 PER CITY OF RENTON. GROUND @2H:1V MAX.
COORDINATES AND ELEVATIONS ARE CPS DERIVED, AND A NETWORK ANALYSIS
INCLUDING CITY OF RENTON CONTROL STATIONS 57, 369, 1668 AND OTHER
MONUMENTATION WAS PERFORMED, WE HELD CONTROL STATION 57 FOR POSITION,
THE LINE BETWEEN CONTROL STATION 57 TO CONTROL STATION 369 FOR ROTATION
AND CONTROL STATION 369 FOR ELEVATION.
REFER TO SHEET C2 CF 7 1 1
DISCONNECT OH POWR. TO i
I
LOT 1 BY PSE /POTELCO NOTE: MINOR GRADING SHALL 13E PERFORMED AND FINISHED FLOOR
; ELEVATIONS SHALL BE ESTABLISHED BY HOME BUILDER PER INDIVIDUAL SFR
I BUILDING PERMITS, ELEVATIONS NOTED PLUS OR MINUS 1 FOOT, TYPICAL.
I
888'19'43 °E 9RI'tn' Irn, rl moo. ..., "... -.-...
*-- 5s 256.17
! I HANDHOLD BOX AND POWR I /\ '`
o SERVICES FOR LOTS 1,2 PER,
PEE PLAN & SPECS.
' FF. 380.00
LOCATE EXISTING SS STUB AND
UTILIZE PER CDR APPROVAL, CIR NE� FF. 385.00
o 37LF 6" PVC SS STUB @2% t IN. \
- --
0 0 ( IE. 373-00 ; 1 1" WA. IN 4 °PVC
` 6,ONDUIT
1
`
----------------------------------- PVC DUCTS FOR
; UTILIZE EXIST WA SERVICE AND :POWR 'I, V, TEL, ETC.
:METER PER COR APPROVAL : ; \ 7
;GAS SV1C PER PSE
\ :36EF 6" PVC SS STUB ®2% MIN. \
IE.:373.00 6 PVC STUB W /CAP
`\ 4�; FF. 80.00 IE. \37..{)0 . ;\
;0 iT PUBLIC UTIL. ESMT. L_________�a,
i
O_____
N88719'42°W 124.95' 1
'F7 6" PVC 45' WYE
� ® � W/ C� EANOUT, IE. 378.85 !
o 12 x 114LF 6" PVC C -900 SS STUBS @2% MIN.
MAINTAIN 2 FT. SPACING! IN BETWEEN A
s
Ncll
2 - BEM&1
WATER VALVE
D ( �
EX. ATER VALVES
EXIST. 8" WA
2 - 3/4" WA METERS FOR LOTS � -\
& 4, PER COR. STD. DTL B1061
START 4 "PVC CONDUIT MIN. 1' OFF1
NEW EDGE OF PAVEMENT;
EXIST. SSMH
(� N. 189,205.
E. 1,307,377.92
RIM ELV. 382.72
EX. E. 373.77 8 "PVC OUT W.
CORE DRILL AND CHANNEL EX. ,
SSMH FOR NEW 8" PVC IN, '
NEW E. 373.87 IN E.
— - 1
\ NE 21ST ST
2 - 8 "X 6" PVC C -900 TEES,
IE. 373.96, IE. 374.08, PER COR. STANDARD
DETAIL B078
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----- ------ -- ---` /
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FF. 386.00 �I
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�.
ita
6" PVC C -900 STUB W /CAP1 1'
IE. 380.00, 2X4 WOOD MARKRR, TYP.
�- GAS SVC PER PSE.
N
PVC DUCTS FOR
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N
POWR, TV, TEL, ETC. \ \
\
�- 1" 'Wh -1N 4 "PVC CONDUIT \ ,
\
61'
31'
'I
-�� 42LF 6" PVC C -900 Q
% MIN.
o 0
ib
I
4 "PVC 45' AYE
'
m
2- 1 "4(ND PLASTIC WA SERVICE
NE$
1\
oa
IN 4" PVC CONDUIT
A FF. 385.00
'
,
N
s 5
FF. 386.00
f
- HANDHOLD BOA, AND POWR;
SERVICES FOR LOTS 3,4,5,6:
°o c
PER; PEE PLAN & SPECS.
MOVE EX. HYDRANT, 3.5;
OAS
g{g -B{{� EH86-
OFF NEW PROPERTY LINE,
REINSTALL PER C.O.R.
E. 380.00 i
N�
40 LF 6' PVC ;SS
,. ____ - 379.00E
------------ _0
`_- - 0
�- 40 LF 6' PVC
°`S- 13 -@2%
2 WA SERVI 7
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so
WATER, SEWER AND UTILITIES PLAN — AS BUILT
OF
• • • •
A PORTION OF THE NW 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E. W.M.
RENTON, WASHINGTON
HORIZONTAL & VERTICAL DATUM - BASIS OF BEARINGS MATCH EXISTING
NAD 1983 (911 PER CITY OF RENTON AND NAVD 1988 PER CITY OF RENTON. GROUND @2H:1V MAX.
COORDINATES AND ELEVATIONS ARE CPS DERIVED, AND A NETWORK ANALYSIS
INCLUDING CITY OF RENTON CONTROL STATIONS 57, 369, 1668 AND OTHER
MONUMENTATION WAS PERFORMED, WE HELD CONTROL STATION 57 FOR POSITION,
THE LINE BETWEEN CONTROL STATION 57 TO CONTROL STATION 369 FOR ROTATION
AND CONTROL STATION 369 FOR ELEVATION.
REFER TO SHEET C2 CF 7 1 1
DISCONNECT OH POWR. TO i
I
LOT 1 BY PSE /POTELCO NOTE: MINOR GRADING SHALL 13E PERFORMED AND FINISHED FLOOR
; ELEVATIONS SHALL BE ESTABLISHED BY HOME BUILDER PER INDIVIDUAL SFR
I BUILDING PERMITS, ELEVATIONS NOTED PLUS OR MINUS 1 FOOT, TYPICAL.
I
888'19'43 °E 9RI'tn' Irn, rl moo. ..., "... -.-...
*-- 5s 256.17
! I HANDHOLD BOX AND POWR I /\ '`
o SERVICES FOR LOTS 1,2 PER,
PEE PLAN & SPECS.
' FF. 380.00
LOCATE EXISTING SS STUB AND
UTILIZE PER CDR APPROVAL, CIR NE� FF. 385.00
o 37LF 6" PVC SS STUB @2% t IN. \
- --
0 0 ( IE. 373-00 ; 1 1" WA. IN 4 °PVC
` 6,ONDUIT
1
`
----------------------------------- PVC DUCTS FOR
; UTILIZE EXIST WA SERVICE AND :POWR 'I, V, TEL, ETC.
:METER PER COR APPROVAL : ; \ 7
;GAS SV1C PER PSE
\ :36EF 6" PVC SS STUB ®2% MIN. \
IE.:373.00 6 PVC STUB W /CAP
`\ 4�; FF. 80.00 IE. \37..{)0 . ;\
;0 iT PUBLIC UTIL. ESMT. L_________�a,
i
O_____
N88719'42°W 124.95' 1
'F7 6" PVC 45' WYE
� ® � W/ C� EANOUT, IE. 378.85 !
o 12 x 114LF 6" PVC C -900 SS STUBS @2% MIN.
MAINTAIN 2 FT. SPACING! IN BETWEEN A
s
Ncll
2 - BEM&1
WATER VALVE
D ( �
EX. ATER VALVES
EXIST. 8" WA
2 - 3/4" WA METERS FOR LOTS � -\
& 4, PER COR. STD. DTL B1061
START 4 "PVC CONDUIT MIN. 1' OFF1
NEW EDGE OF PAVEMENT;
EXIST. SSMH
(� N. 189,205.
E. 1,307,377.92
RIM ELV. 382.72
EX. E. 373.77 8 "PVC OUT W.
CORE DRILL AND CHANNEL EX. ,
SSMH FOR NEW 8" PVC IN, '
NEW E. 373.87 IN E.
— - 1
\ NE 21ST ST
2 - 8 "X 6" PVC C -900 TEES,
IE. 373.96, IE. 374.08, PER COR. STANDARD
DETAIL B078
I
NO
hIdC1�!1'1GCT9
----- ------ -- ---` /
GAS
TV
6" PVC C -900 SS TEL
6" PVC C -900 SS POWER
2 - 1" HD PLASTIC WA,
IN 4 "4 PVC CONDUIT
NOTE: ALL UTILITIES TO HAVE 3' MIN. COVER
UTILITY SPACING
SECTION A -A: 24' PRIVATE DRIVEWAY
NOT TO SCALE,
SEE SECT A -A, SHEET 4 FOR PAVING SPECIFICATIONS
-
I
6' STUBS / 10 FT PUBLIC UTIL ESMT.
50'
3 -3/4° 8" PVC CLEANOUT
WATERI / PER CDR STD DTL B076.1
METER PE
COR B10 DETAIL 30' Row peplcATloN W O Cl. RING AND COVER PER
/ COR STD. DWG. BR36
8106 ` i N. 189,201.85
E. 1,307,487.85
RIM ELV. 385.50
11 IE. ,. IE. 379.27
MATCH
1
8 PVC CL:ANO�
- EX ELV. 3 2.7 -..- - - RIM E IE. 379.
370 31[3 PER SAD -DTL $076.
RIM ELV. 82 72 I O
NEW IE. 7387 E �7
EX. IE. 3-177 W.
COREDRILL / CREATE NEW .
1 +00 1 +20 1 +40 1 +60 1 +80 2 +00 2 +10
NE. 21ST ST. SANITARY SEWER
1"=40' HORIZONTAL
1 " =10' VERTICAL
FULL WIDTH TRENCH
RESTORATION AS NECESSARY, 2
PER COR. STANDARD DETAIL TREE LIMB REMOVAL PER PSE /POTELCO s f0,
H032.1, TYPICAL. REQUIREMENTS, PRIOR TO POWER CONNECTION SAN,
f
SUBMITTAL RDR 13/28/07 RDR 50 Barshausen �^ ""°° +m
" ° "aw'�,.°D, _® CITY OF
RDR 10/15/07 RDR DES�c"e°: 1 ° =20' Q�
TON PBPW RDR 12/17/0 RDR Barghouaen I RENTON
RDR 01/10/08 RDR °� RDR
Ali
/os /DS
HPG 01E1m RDR Planning /Building /Public Works Dept.
,f NOT ONE INCH
REVISION BY DATE APPR ^'v"°im: s^a,c,w MNar
RDR
5- 342401
A �G HA& %q 18215 72ND AVENUE SOUTH
Q KENT, WA 98032
m Z (425)251 -6222
75 Ep ��� o (425)251 -8782 FAX
E ENGxO Z 2
w.01 S+G y CIVIL ENGINEERING, LAND PLANNING,
h `r7NG ENGTN��Q
SURVEYING, ENVIROMENTAL SERVICES
DOE,
AS —BUILT 11 -27 -07
fIE1DB0?(:-
WATER, SEWER AND UTILITIES PLAN —
DM.W No:
FOR 012653
CAMIIE'tNG PROPERTY E~ `C5 °F:7
CD:W:W -342401 (ge', la- 3 +2goa
5- 34qqoa 4A °"AYJ
r
c�
C[.
w
O,a
'
,wry (.).
i
,3
FF. 386.00 �I
4
_
�.
ita
6" PVC C -900 STUB W /CAP1 1'
IE. 380.00, 2X4 WOOD MARKRR, TYP.
�- GAS SVC PER PSE.
PVC DUCTS FOR
�
POWR, TV, TEL, ETC. \ \
\
�- 1" 'Wh -1N 4 "PVC CONDUIT \ ,
\
61'
31'
-�� 42LF 6" PVC C -900 Q
% MIN.
o 0
\
W
a0 0
4 "PVC 45' AYE
'
m
2- 1 "4(ND PLASTIC WA SERVICE
NE$
1\
oa
IN 4" PVC CONDUIT
A FF. 385.00
'
s 5
FF. 386.00
f
- HANDHOLD BOA, AND POWR;
SERVICES FOR LOTS 3,4,5,6:
°o c
PER; PEE PLAN & SPECS.
MOVE EX. HYDRANT, 3.5;
OAS
g{g -B{{� EH86-
OFF NEW PROPERTY LINE,
REINSTALL PER C.O.R.
E. 380.00 i
TD. DETL 6102
40 LF 6' PVC ;SS
,. ____ - 379.00E
------------ _0
`_- - 0
�- 40 LF 6' PVC
°`S- 13 -@2%
2 WA SERVI 7
NN
GAS
TV
6" PVC C -900 SS TEL
6" PVC C -900 SS POWER
2 - 1" HD PLASTIC WA,
IN 4 "4 PVC CONDUIT
NOTE: ALL UTILITIES TO HAVE 3' MIN. COVER
UTILITY SPACING
SECTION A -A: 24' PRIVATE DRIVEWAY
NOT TO SCALE,
SEE SECT A -A, SHEET 4 FOR PAVING SPECIFICATIONS
-
I
6' STUBS / 10 FT PUBLIC UTIL ESMT.
50'
3 -3/4° 8" PVC CLEANOUT
WATERI / PER CDR STD DTL B076.1
METER PE
COR B10 DETAIL 30' Row peplcATloN W O Cl. RING AND COVER PER
/ COR STD. DWG. BR36
8106 ` i N. 189,201.85
E. 1,307,487.85
RIM ELV. 385.50
11 IE. ,. IE. 379.27
MATCH
1
8 PVC CL:ANO�
- EX ELV. 3 2.7 -..- - - RIM E IE. 379.
370 31[3 PER SAD -DTL $076.
RIM ELV. 82 72 I O
NEW IE. 7387 E �7
EX. IE. 3-177 W.
COREDRILL / CREATE NEW .
1 +00 1 +20 1 +40 1 +60 1 +80 2 +00 2 +10
NE. 21ST ST. SANITARY SEWER
1"=40' HORIZONTAL
1 " =10' VERTICAL
FULL WIDTH TRENCH
RESTORATION AS NECESSARY, 2
PER COR. STANDARD DETAIL TREE LIMB REMOVAL PER PSE /POTELCO s f0,
H032.1, TYPICAL. REQUIREMENTS, PRIOR TO POWER CONNECTION SAN,
f
SUBMITTAL RDR 13/28/07 RDR 50 Barshausen �^ ""°° +m
" ° "aw'�,.°D, _® CITY OF
RDR 10/15/07 RDR DES�c"e°: 1 ° =20' Q�
TON PBPW RDR 12/17/0 RDR Barghouaen I RENTON
RDR 01/10/08 RDR °� RDR
Ali
/os /DS
HPG 01E1m RDR Planning /Building /Public Works Dept.
,f NOT ONE INCH
REVISION BY DATE APPR ^'v"°im: s^a,c,w MNar
RDR
5- 342401
A �G HA& %q 18215 72ND AVENUE SOUTH
Q KENT, WA 98032
m Z (425)251 -6222
75 Ep ��� o (425)251 -8782 FAX
E ENGxO Z 2
w.01 S+G y CIVIL ENGINEERING, LAND PLANNING,
h `r7NG ENGTN��Q
SURVEYING, ENVIROMENTAL SERVICES
DOE,
AS —BUILT 11 -27 -07
fIE1DB0?(:-
WATER, SEWER AND UTILITIES PLAN —
DM.W No:
FOR 012653
CAMIIE'tNG PROPERTY E~ `C5 °F:7
CD:W:W -342401 (ge', la- 3 +2goa
5- 34qqoa 4A °"AYJ
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