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A PORTION OF THE SE 1/4 OF THE NE 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
KING COUNTY, RENTON, WA.
STA. 20+00.00, 0.00' RT
=10+00.00, 0.00' RT (A -LINE)
1-90' ELBOW - MJxMJ
BLOW OFF NOT INSTALLED PER
CITY OF RENTON INSPECTOR
APPROVAL
W/CONCRETE THRUST BLOCKING TELEPHONE CABLE —
10' WIDE EASEMENT
N88° 48' 04. 5"W 225.26' 7612280689
SCAPING 20 00
o W w
2' -4'
ROCKEJIGH
(LS.) F
BENCHMARK
B.M. - S.E. COR. 12' WIDE CONC. PORCH
RENTON BIBLE CHURCH W. SIDE UNION AVE.
® N.E. 1OTH ST. ELEV.: 419.62
B.M. - S.W. COR. 10' WIDE CONC.
DRIVEWAY OF HOUSE #4100 NE 10TH ST.
(HOUSE AT THE N.E. COR. OF UNION AVE
N.E. AND NE 10TH ST.) ELEV. 417.19
VERTICAL DATUM
U.S.C. & G.S. MERIDIAN: BRENTWOOD DIV. 2
GENERAL NOTES
1. SURVEY DONE BY TRIAD ASSOCIATES (206) 454-0711. BASELINE
ENGINEERING, INC. HAS PERFORMED NO SURVEY WORK FOR THIS
PROJECT AND ASSUMES NO RESPONSIBILITY FOR THE SURVEY
INFORMATION CONTAINED HEREON.
2. THIS ENGINEERING DRAWING IS BASED UPON A SITE PLAN
PREPARED BY
J. PATRICK MITCHELL ARCHITECTS, (425) 821-6090, AND IS FOR
GRADING AND DRAINAGE ONLY. FOR CONSTRUCTION OF SIDEWALKS,
EXTRUDED CURBING, AND CURB STOPS, RAMPS, AND OTHER
ARCHITECTURAL FEATURES, SEE THE ARCHITECT'S FULLY
DIMENSIONED SITE PLAN.
3. CONTRACTOR SHALL LOCATE, IDENTIFY MATERIAL AND ELEVATION OF
ALL UTILITIES WITHIN UNION AVENUE PRIOR TO CONSTRUCTION.
4. WATER MAIN SHALL BE DUCTILE IRON CLASS 52.
5. PROPOSED PAVEMENT HATCHING NOT SHOWN FOR CLARITY, SEE
PAVING PLAN.
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY.
Call
before you
D;g
1-800-424-5555
UNDERGROUND SERVICE (USA)
NOTE
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555
8
SEE SHEET C-9 FOR CONTINUATION
SINGLE FAMILY RESIDENCE
APN 106150-0730
PHONE CABLE RISER
21 +00
W W __ y�L..�._
a°
(LS.) 10' WATER EASEMENT
(PUBLIC)
BUILDING
FIN FLR. 422.50
SLOPE/SIDEWALK
EASEMENT 7107270563
SINGLE FAMILY RESIDENCE
APN 106150-0710
10' X 20' EASEMENT
9306250362
SINGLE FAMILY RESIDENCE
APN 106150-0720
P P?�fR 7 LINE
W W 2�F 10" DIP WATER _ 22+00
W w w - W
STA. 22+33.05, 0.00' RT
1-45' BEND - MJxMJ
(LS.) W/CONCRETE THRUST BLOCKING
0 14 LF 10" DIP WATER
STA. 22+46.25, 0.00' RT /
1-45' BEND - MJxMJ
W/CONCRETE THRUST BLOCKING
EXISTING 3/4" WATER METER --/
BUILDING TO BE REUSED AS IRRIGATION
FIN FLR. 420.00 SSCO #2
STA. 22+50.31, 35.43' RT
1 2 RIM=419f, IE=411.5f
C-12 C-12 CONTRACTOR SHALL FIELD
LOCATE EXISTING INVERT
EXISTING 6" SEWER
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SINGLE FAMILY
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RESIDENCE
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23+25.12
(LS.)
W
69
LF 10" DIP WATER I
STA. 23+14.01, 0.00 RT
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CONTRACTOR SHALL FIELD LOCATE EXISTING
WATER MAIN PRIOR TO CONSTRUCTION. TIE INTO
WATER
I
EXISTING WATER MAIN COMPLETE WITH:
`METER
1-12"x10" CROSS - MJxFL 1 4
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1-10" GATE VALVE — FLxMJ (E), C-13 C-13
CONCRETE THRUST BLOCKING
(LS.)
CUT INTO WATER MAIN BY CITY FOR CES
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SEE CONNECTION DETAILS
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PROPOSED 1" SERVICE WATER METER
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SINGLE FAMILY
C-9
FOR CONTINUATION
RESIDENCE
SEE
SHEET
435:
........ ...........................................................................................
_.... .................._....... ............. ............. .................. .. _...............
__... _ __
... ............. 435
430
:.................................................................. ....... ............................I.................................
........ .... ......... .. .:...... ............ ...... . .. . . ........ _ . _ ..... ......... ..
430
..........
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SEE GRADING PLAN
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.... ...... ................. COVER..... ................ _............................................; ..........
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........................................:...................... .................. ............................ ........................... ....................
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...... - 72% ...........
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90' ELBOW
STA. 20+00.00, 0.00' RT ...... ............:.:........
' '
.235 .LF 10" DIP ..... ........... ........
3'. MIN........:......
.
=STA: 10+00:00; 0.00' RT (A LINE)
WATER
COVER
415
...............:...............................:...............................:.............................:................._............:...............................:.
:............ :............
_............:................................................................
..
..
............
.................. 415
.............
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n
.. . ... . .. ... . . . . . . ..I . . . . . . . . . . . .. . . .
. . .. . . . . .. . . . . . 4. .BEND .
0.
12"X10" TAPPING CROSS
0.00'
RT STA. 22+33.05,
STA.. 23+13.5
.. .. .. ..
.. .........
IvI
.
. . . . . . .
" 14 " 10DIP WATER LF . .
�
5
410
45...BEND.......
4 0 00' RT
+ ,. ....................
STALF2
......:............:.............:............:.............:.....
�
22 LF 10" DIP
3 LF 10" DIP WATER
.. . . . . . . . . ..:. . ..... . . . . . .:. ... .. . . . . . .:. . . .
. . . .... ..:.. . . . . . . . . . ... . . . . . . . . . . . .:16 WATER .
0" DIP
WATER
.. . . . . . . . . . .:. . ....... . . . .:. ..... . . . . . .:. . . .
. . . .. ....:.. . . . . .. . . . .:. . . . . .
. . . . . . .
5 LF 1:0>' DIP
WATER
............ :............ ............. ............ .............
........... ......... .. .................. .....
405
. .........................................................................................................................................................:..............................:
....................... .....
........ _...
:. _...................
405
.......................
:.
.........
...
11 LF 10" DIP WATER
..
. . . . . . . . . . . .: . . . . . . . . . . . . :. . . . .'. . . . . . . . . . . . . .
. . . . . . . . .: . . . . . . . . . . .
SEE GRADING PLAN
. . . . .
. . . .
. . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . .
FOR FINAL GRADES. .
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CITY OF RENTON
Approved by: Date:
PROFILE - WATER MAIN (B-LINE)
SCALE: 1"=20' (H)
1 " = 5' (V)
W=343507
00
WATER SYSTEM INSTALLED BY RENTON BIBLE CHURCH
CONTRACTOR, UNIVERSAL LAND CONSTRUCTION COMPANY,
425-483-6200. DIMENSIONS, PIPE, AND MATERIALS
CONFIRMED BY CONTRACTOR.
WATER LINE KEY NOTES
22.5' BEND
W/CONCRETE THRUST
BLOCKING
STA. 22+62.36, 0.00'
RT.
O
22.5' BEND
W/CONCRETE THRUST
BLOCKING
STA. 22+73.51, 0.00'
RT.
O3
22.5' BEND
W/CONCRETE THRUST
BLOCKING
STA. 22+84.51 0.00
RT.
®
22.5' BEND
W/CONCRETE THRUST
BLOCKING
STA. 22+89.51, 0.00'
RT.
O
45' BEND
W/CONCRETE THRUST
BLOCKING
STA. 23+10.95, 0.00'
RT.
CITY OF RENTON
W-343501
N. W41
AS —BUILT
CERTIFICATION:
PF WA I
I HEREBY
DECLARE THAT THE
HORIZONTAL AND
VERTICAL
LOCATIONS OF THE
STORM DRAINAGE
& WATER
SYSTEM SHOWN HEREON
IS THE
RESULT OF
A FIELD SURVEY
PERFORMED BY
.
BASELINE
ENGINEERING, INC.
36958
ANAa ./
L �//�l•
GISTtI&
�SSjONAL
J Y ACLDRON, 36958 DATE
8 FINAL MYLARS SJD 1 7 23 09 JAW SURVEYED:SCALE:
ASSOCIATES SCALE. VERTICAL- NAVD 1988 05 24 09
Approved b Date: HORIZONTAL: NAD 1983/1991 ,► RENTON BIBLE CHURCH / /
pp y 7 AS-BUILTS SJD 5 27 09 JAW DESIGNED: SHOWN �� CITY O F
6 STORM REDESIGN 06/04/08 JAW RENT 0 N 973 UNION AVE PAGE:
Approved by: Date: 5 MYLARS 02 11 08 DRAWN: / / HR ONE INCH DATUM DRAWING N0:
1-4 REVISIONS AND COMMENTS 11/07-1/08 CHECKED: AT FULL Planning/Building/Public Works Dept. SEWER AND WATER C-1 1
Approved by: Date: SCALE NOT ONE
N0. REVISION BY DATE APPR APPROVED: PLAN AND PROFILE (B—LINE) sHEET:11 OF: 14
�'77