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SINGLE FAMILY RESIDENCE
A PORT'iOIV
OF
THE NE 1/4
SECTION9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
APN 106150-0740
s' SOLID WOOD FENCE N88° 48'
04. 5"W/425.26' 106
KING
COUNTY,
RENTON,
WA.
PHONE CABLE (LS.) LANDSCAPING
+
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RISER
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WF
LLIBENCHMARK
GENERAL (VOTES
(LS.)
2' 4' HIGH
ROCK�R
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B.M. - S.E. COR. 12 WIDE CONC. PORCH
1. SURVEY DONE BY TRIAD ASSOCIATES (206) 454-0711. BASELINE
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RENTON BIBLE CHURCH W. SIDE UNION AVE.
ENGINEERING, INC. HAS PERFORMED NO SURVEY WORK FOR THIS PROJECT
�p
0 N.E. 10TH ST. ELEV.: 419.62
AND ASSUMES NO RESPONSIBILITY FOR THE SURVEY INFORMATION CONTAINED
Q /
e'
LS.
B.M. - S.W. COR. 10' WIDE CONC.
HER
STA. 10+00.00, 0.00' RT
..s
DRIVEWAY OF HOUSE #4100 NE 10TH ST.
2. THIS ENGINEERING DRAWING IS BASED UPON A SITE PLAN PREPARED BY
=20+00.00, 0.00' RT (B-LINE) I
cco
j
/
0 10 20
40
(HOUSE AT THE N.E. COR. OF UNION AVE
J. PATRICK MITCHELL ARCHITECTS, (425) 821-6090, AND IS FOR GRADING
1-90' ELBOW ' MJxMJ J
N.E. AND NE 10TH ST.) ELEV. 417.19
AND DRAINAGE ONLY. FOR CONSTRUCTION OF SIDEWALKS, EXTRUDED
1-BLOW-OFFS
/
:.
CURBING, AND CURB STOPS, RAMPS, AND OTHER ARCHITECTURAL FEATURES,
�/
W/CONCRETE THRUST BLOCKING
SEE THE ARCHITECTS FULLY DIMENSIONED SITE PLAN.
/
�D
WALE 1
_
20
1,5"WATER EASEMEN/(PUBLIC)
3
3. CONTRACTOR SHALL LOCATE IDENTIFY MATERIAL AND ELEVATION OF ALL
VERTICAL DATUM
UTILITIES WITHIN UNION AVENUE PRIOR TO CONSTRUCTION.
/
4. WATER MAIN SHALL BE DUCTILE IRON CLASS 52.
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LS.
U.S.C. & G.S. MERIDIAN: BRENTWOOD DIV. 2
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5. PROPOSED PAVEMENT HATCHING NOT SHOWN FOR CLARITY, SEE PAVING PLAN.
a A.
SEE SHEET
C-� FOR CONTINUA-n%
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SSCO #1
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1
1
3 STA. 10+60.00, 8.05' RT
STA. 13+78.44, 52.70' LT
/ C-13 FIRE HYDRANT ASSEMBLY I
STA. 10+66.73, 0.00'
RT
RIM=416t
IE=410.5t (FIELD VERIFY)
/ I
1-10" GATE VALVE -
MJxMJ
/ I
26 LF 6" FIRE LINE
8 48 04.26E 405.25
3 STA. 13+84.89, 8.66 LT Cf)
PV
C-13 FIRE HYDRANT ASSEMBLY
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1
4 STA. 10+60.00, 0.00' RT /
C-13 1-10"x6" TEE - MJxFL
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(LS.)
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WATER LINE KEY NOTES
0
22.5' BEND
W/CONCRETE THRUST
BLOCKING
STA. 14+00.00, 0.00'
RT.
0
22.5' BEND
W/CONCRETE THRUST
BLOCKING
STA. 14+ 10.29, 0.00'
RT.
33
22.5' BEND
W/CONCRETE THRUST
BLOCKING
STA. 14+21.29, 0.00'
RT.
®
22.5' BEND
W/CONCRETE THRUST
BLOCKING
STA. 14+26.29, 0.00'
RT.
Q5 45' BEND
W/CONCRETE THRUST BLOCKING
STA. 14+47.69, 0.00' RT.
10 LF 6" PVC SEWER 0 2.00% MIN.
SINGLE FAMILY
I RESIDENCE
CONNECT TO EXISTING 6" SEWER
I STA. 13+98.12, 40.09' LT
1 1-6" 90' BEND - MJxMJ
W/THRUST BLOCKING
1 40 LF 6" FIRE LINE
I
�1-6" GATE VALVE - FLxMJ
8 LF 6 FIRE SERVICE
tK 1-FIRE HYDRANT ASSEMBLY,
W/CONCRETE THRUST BLOCKING
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STA. 13+98.12, 40.09 LT
EXTERIOR SPRINKLER
VAULT EL.=418.00
DESIGN BY OTHERS
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°
d
a
NEW LT K
�, . / d 4 a cv STA. 13+98.12, 0' LT
14
POLE , (Ls.} I Ls. a LEI 1 s I I I 10"x6" TEE - MJxFL
( i
�a a : a a (LS.) / w 6 GV - FLxMJ (N)
STA. 11+39.92, MOO RT O� / N _ ( SINGLE FAMILY 10" GV - MJxMJ (W)
1-90 ELBOW - MYXMJ ao // 7 T 1 RESIDENCE
W/CONCRETE THRUST BLOCKING -� N -�' -� � oN I + STA. 13+93.43, 20.30' LT
w 12 0 220 LF 10 DIP WATER 13+00 1 I »
W N w w / ,c 4 D.I. RISER FOR FDC CONNECTION
N w f w w w w w 36 10 DIP WATER 114+ 1.81 ELEV. 418.00
/ 1 I
25 LF 10" DIP WATEf
/ 7MIN. UTILITY CROSSING 0.50' /4 STA. 13+84.89, T- I '
� UTILITY CROSSING 0.50 � 0.00 RT � s 1 I � STA. 14+50.80 0.00 RT
VERTICAL CLEARANCE 15 WATER EASEMENT (PUBLI�) VERTICAL CLEARANCE -13 _1-10"x6" TEE - MJxFL v m I I CONTRACTOR SHALL FIELD LOCATE EXISTING
1-6" GATE VALVE - FLxMJ / cv WATER MAIN PRIOR TO CONSTRUCTION. TIE INTO
EXISTING WATER MAIN COMPLETE WITH CUT IN:
8 LF 6" FIRE SERVICE / z _ L _ I BY
/ 1-FIRE HYDRANT ASSEMBLY, / 1 _ I (B » CITY FORCES)
W/CONCRETE THRUST BLOCKING / 2» x10 TEE - FLxFL
2' HIGH WALL l » SAWCUTI LINE 2-12» GV - FLxMJ (N,S)
2 ,rr HIGH WALL 2 HIGH WALL I 12 LF 10 DIP WATER / I I 1-10 GATE VALVE - FLxMJ (E)
- _ R.R. TIES R R. TIES R.R. TIES " I CONCRETE THRUST BLOCKING
\ _ LUTILITY CROSSING 3' / 8 SEWER STUB SEE CONNECTION DETAILS 4 4
422 - /
\ GRASS-(LS - - - - -
- - - - -423 - -4 - - - - - VERTICAL CLEARAN E
--- __ --_ 22----- 2 ( 421- C-1 �C-13
- - - - -424- -423- - - - - - - -. 4 2- 1 1
--425- --------------� �� , LS
(.) 1 EXIST. SSMH #274
- --
88°48 4.26E 40 (LS.) 1 STA. 13+98.39, 58.46' RT
CHAINLINK FENCE
- APN 297230-0050 2
6 SOLID WOOD FENCE 6 SOLID WOOD FENCE I RIM=416.Of
SINGLE FAMILY RESIDENCE - APN 297230-0040 SINGLE FAMILY RESIDENCE -APN 297230-0030 -
SINGLE FAMILY RESIDENCE -APN 297230-0020
6' SOLID WOOD FENCE - 1 f
= :
SINGLE FAMILY RESIDENCE - APN 297230 0010 I
430 . :........ :.......................... =:..............................:..............................:..:...............................: ........... :................... = : 430
............ ... .......................:.....------------...:............:.........:............:............:.........
. . . . . . . . . . . :. EXISTING GRADE_ . "WATER PIPE . CL . :. :. :. .:. :. :. . . . . .
w
. .
�. . . ... . .... .. .. ... :. .. ... . FINISH -GRADE -0 WATER- PIPE CL.... . :. .. .... .. .. .. .. ... . . . .. . . . . . . . .. . . . . . . .4."x1' ASPHALT :BERM .CL ........... of. . . . . .
---- T 1 6. 0 T o �--- o c� o:
..r.................... .......................--------------------------- ................. S..A,....3.+9...15 .....,OQ L ................... o.........
425. : - _ : w O �,, ... .o.......... 425
= OC of in o v o
b.50�..... ...............------
3' MIN. - = : _ N 3 .� . .o �.
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:. ---- :. :. . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . .. .:. oC�. . . . . . I .+. .�►� �� =
COVER . . . . . . :. .:. 0.84� : � + o +
...................:.... .... :....... ....:........... :. .......:.......................... :............ _... .� d- +.:. ..:
LF
1
a : ........ _ _
Q N :
420 � - - 2.65 � a 420
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. . . . . . . _ : ,r : : . . . . . .:. . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . .:. . . . . . . . . . . . . . . . . . . . .:. f N . . . . . . . O` .!n .� VI. ..� (n ... . . . .
_ -_
- LF' 1 0,� : i11�A i - -
90' ELBOW :
...... ........ ......:... :............:. ..:. -- =. ........ .. --=
....................:............:............:.......... ...........
Zit} LF1 . 3'. MIN. COVE 3.129;_. _ . . :..... :
:STA. 10+00.00, 0.00' RT :
-
.
........ ........... . - - - - - - - _
=STA. 20+00.00, 0.00 RT . . . . . ........ ...... . . . . ... : .. . ..: ... .
415 _...............:............ .................:............. ......... :.. ... .....................................................:..................... ....:...... :............ :.......
.(B L1NE).........................................:--..............:....................................:...... ...... 415
1
. . . . . . .:. 1.0" .GATE .VALVE . . . .. ... . . . .. . . . _ . . . . . . . .... ...... . . . . . . .. . . .. .,.....�..... . ... .... -
STA. 10+66.73, 0.00' RT:
.._... ..............." ". :..... :. : : :...
10 x6. FIRE HYDRANT TEE ......... .. .... : . . . . . ... . . . . . . .I. . . .. . .. .
: : : 3, 5�.
: T : : :
S..A...14+.60..04 .. O.QQ...RT ................. .
410 . " ........................ ............................... _...................... ........................................................................... ... > 4.....5 410
: 25: LF 10 DIP WATER: :...... . . . . . :. . . . . . . .:. ..... .. ....:. . . . . . . . . .:. . . . . . . . .. . . . . ... .: Cam. 12"X10" TEE
.........................:................. :...... ll E
90`- - ELBOW : :10" 6" TEE '' RT
. _........-----.._....W..:. ............................. ......--:-------------.. x E...:..-- - -- _-�os ---- 10 DIP
-- : 0.80,0.00
� - � , - � � 20 LF STA._ 14+5
:. .:. .... .. ............ .. :. ... STA..11+39..92, 0.00. RT . ..... .:........ . . .. :. ...... ....:. ...... .. .. STA..13+84.89, .O.QO. RT . o .WATER 6 - LF :. 10" DIP WATER
.....�............ ...........:. ::5 .LF . WATER .:
:..............................:...............................:...............................:...............................:........... :.........................:.:...............................:..................................................... :........... :
405.:...............................:................................................................. ...........::......: -----..............................3....-------------------- 405
:12 LF 10" DIP WATER 11 LF 12" MIN VERTICA
L ... .
. . . . . . . . . . . . . :. . . . . EXISTING GRAD PIPE .. ........ E:. ...... ...... . ..................................................................:DIP WATER ....... SEPARATION ....
: 10" SECROSSING6" FIRE LINE ...........:.......:..........................:......... ..........: .:....... ...FIN .
FINISH GRADE �►'PIPE. CL. . . . : : STA. 13+90.59, 0. 0' RT
:. .:.. .. .. :. .:. :. - :. .. = :.... ... .:. . . . . .. ..... :... .. ..... . :. . . . . .. .. . . . (10„ N . 8.11, O.00 RT . =
DATUM ELEV:
) . :STA. 13+9
400.00
AVOID CUTTING UNDERGROUND
UTILITY LNES. r'S COSTLY. L
CallCN
before you
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1-800-424-5555
CITY F RENTON MOFILE - WATER MAIN'(A-LINE)-
!,
UNDERGROUND SERVICE (USA) Approved by: 114 4V Date: Z SCALE: 1 "=20' (H)
(T 1 "- 5' (
- \ )
NOTE: SCAM
Approved by: Date: 2 14 5 :iYLARS 02/11/08 TRIAD ASSOCIATES �-� Nl
EXISTING UTILITY LOCA110NS SHOWN HEREON ARE APPROXIMATE ONLY. RENTON BIBLE CHURCH
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
Approved by:
Approved by:
Date:
Date:
4 WQ FACILITY REVISION 01/30/08 DES ND. SHOWN
3 CITY OF RENTON COMMENTS 01/23/08 JAW
2 CITY OF RENTON COMMENTS 11/27/07 HR
ONE "" ''I DATUM
1 CITY OF RENTON COMMENTS CK�:
JAW AT FULL scxF
IF NOT ONE MICR
NO. REVISION BY DATE APPR SOME ACCOMINMY
as CI I I OF
hA
RENTON
Planning/Building/Public Works Dept.
973 UNION AVE
SEWER AND WATER
PLAN AND PROFILE (A -LINE)
WAS
��►1STEg$�
zxmm 8-10-
02/11/08
PAGE:
C-10
SHM� OF
10 �14