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SINGLE FAMILY RESIDENCE APN 106150-0740 A PORTION OF TH SE 1/4 OF THE NE 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
6' SOLID WOOD FENCE N88° 48' 04. 5"W 4 5.26' o KING COUNTY, RENTON, WA.
�- PHONE CABLE (LS.) LANDSCAPING 20+ - �j
RISER O =D
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BENCHMARK
GENERAL
NOTES
WATER
LINE
KEY
NOTES
(LS.)
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ov
11
-
2' 4'
ROCKER
IGH
w
B.M. - S.E. COR. 12' WIDE CONC. PORCH
1.
SURVEY DONE BY TRIAD ASSOCIATES (206) 454-0711. BASELINE
1
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22.5' BEND
5 45° BEND
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RENTON BIBLE CHURCH W. SIDE UNION AVE.
ENGINEERING, INC. HAS PERFORMED NO SURVEY WORK FOR THIS PROJECT
W/CONCRETE THRUST
BLOCKING
W/CONCRETE THRUST BLOCKING
0 N.E. 10TH ST. ELEV.: 419.62
AND ASSUMES NO RESPONSIBILITY FOR THE SURVEY INFORMATION CONTAINED
STA. 14+00.00, 0.00'
RT.
STA. 14+47.69, 0.00' RT.
¢
F
°
HEREON.
(LS.)
Q
LS.
B.M. - S.W. COR. 10' WIDE CONC.
O
22.5° BEND
STA. 10+00.00, 0.00' RT
e
DRIVEWAY OF HOUSE #4100 NE 1OTH ST.
2.
THIS ENGINEERING DRAWING IS BASED UPON A SITE PLAN PREPARED BY
W/CONCRETE THRUST
BLOCKING
=20+00.00, 0.00' RT (B-LINE)
c
0 10 20 40
(HOUSE AT THE N.E. COR. OF UNION AVE
J. PATRICK MITCHELL ARCHITECTS, (425) 821-6090, AND IS FOR GRADING
STA. 14+10.29, 0.00'
RT.
1-90' ELBOW - MJxMJ
N.E. AND NE 1OTH ST.) ELEV. 417.19
AND DRAINAGE ONLY. FOR CONSTRUCTION OF SIDEWALKS, EXTRUDED
1-BLOW-OFF
„ ;
CURBING, AND CURB STOPS, RAMPS, AND OTHER ARCHITECTURAL FEATURES,
O3
22.5' BEND
W/CONCRETE THRUST BLOCKING
„
SEE THE ARCHITECT'S FULLY DIMENSIONED SITE PLAN.
W/CONCRETE THRUST
BLOCKING
SCALE 1
,
=20
STA. 14+21.29, 0.00'
RT.
3.
CONTRACTOR SHALL LOCATE, IDENTIFY MATERIAL AND ELEVATION OF ALL
15' WATER EASEMENT (PUBLIC)
KIN
VERTICAL DATUM
UTILITIES WITHIN UNION AVENUE PRIOR TO CONSTRUCTION.
®
22.5' BEND
W/CONCRETE THRUST
BLOCKING
®
4.
WATER MAIN SHALL BE DUCTILE IRON CLASS 52.
STA. 14+26.29, 0.00'
RT.
°
Ls.)
U.S.C. & G.S. MERIDIAN: BRENTWOOD DIV. 2
0�71
5.
PROPOSED PAVEMENT HATCHING AND STORM DRAINAGE NOT SHOWN FOR
CLARITY
SEE PAVING PLAN
ea , SEE SHEET C-11 FOR CONTINUATION
L .) SSCO 1 I I I 11 LF 6" PVC SEWER 0 2.�00% MIN.
SINGLE FAMILY
° RIM4 6t 8.44, 52.70 LT I I RESIDENCE
3 STA. 10+60.00, 8.05' RT -_
C-13 FIRE HYDRANT ASSEMBLY STA. 10+66.73, 0.00' RT IE=410.5f (FIELD VERIFY) I I I CONNECT TO EXISTING 6" iSEWER
1-10 GATE VALVE - MJxMJ
8' FROM HYDRANT 4.89 14 LF 6" FIRE LINE I I STA. 13+98.12, 40.09' LT
14RE-"'YDRANT ASSEMBLY I I I 1-6" 90° BEND - MJxMJ
3 STA. 13+84.89, 11.00' LT
S88° 48' 04.26"E 405:25 ° W/THRUST BLOCKING
C-13 FIRE HYDRANT ASSEMBLY 14' WEST TO BLOWOFF ASSEMBLY
I
4 STA. 10+60.00, 0.00' RT + Ls. I I I I 17 LF 6" FIRE LINE
C-13 1-10"x6" TEE - MJxFL
1-6" GATE VALVE - FLxMJ (Ls.)
(LS.) (LS.) STA. 13+98.12, 40.09' LT
8 LF 6" FIRE SERVICE w LS. ° (Ls') I I I EXTERIOR SPRINKLER �' IOR SPRI
I- ° ° (LS.) L L VAULT EL.=417.35 VAULT 8.00
1-FIRE HYDRANT ASSEMBLY Q ° °. a ° a
( S.) 3 ° ° ° ° ° ° ° I I DESIGN BY OTHERS BY OT
W/CONCRETE THRUST BLOCKING ° e 4 ° ° 8 °. ° ° . ° ° a, a
°
LT POLE O ° 4, 4. a ° = I N STA. 13+98.12, 0' LT
P�tMAAI
Aida ``� I ( 1Q"x6" TEE - MJxFL
W 20
(LS.) (LS.) PLANTERS Ea ° ° °'° a c is
(Ls.) I 6 GV - FLxMJ (N)
STA. 11+39.92, 0.00' RT J ° ° c� SINGLE FAMILY 10" GV - MJxMJ (W)
1-90' ELBOW - MJxMJ i° - I RESIDENCE
W/CONCRETE THRUST BLOCKING LJ 0
12+00 Ln _ N I STA. 13+93.43, 20.30' LT
W .- w 247 LF 10" DIP WATER 13+00 4" D.I. RISER FOR FDC CONNECTION
N 3 55 q1F 10" DIP W TER I 14+ 1.81 ELEV. 418.00
25 LF 10" DIP WATER 4+ (711 ®r
7' MIN. UTILITY CROSSING 0.50' 4 STA. 13+84.89, 0.00' RT 'n I I I STA. 14+50.80, 0.00' RT
UTILITY CROSSING 0.50 15' WATER EASEMENT PUBLIC VERTICAL CLEARANCE
VERTICAL CLEARANCE (PUBLIC) C-13 1-10"x6" TEE - MJxFL ran I I I CONTRACTOR SHALL FIELD LOCATE EXISTING
1-6" GATE VALVE - FLxMJ N I I WATER MAIN PRIOR TO CONSTRUCTION. TIE INTO
8 LF 6" FIRE SERVICE o I I I EXISTING WATER MAIN COMPLETE WITH CUT IN:
1-FIRE HYDRANT ASSEMBLY, I I (BY CITY FORCES)
W/CONCRETE THRUST BLOCKING I I 1-12"x10" TEE - FLxFL
I 2-12" GV - FLxMJ (N,S)
I CONCRETE THRUST BLOCKING
J (E)
12 LF 10" DIP WATER I I I 1-10 GATE VALVE - FLxMJ
GRASS (LS.) LANDSCAPING
UTILITY CROSSING 3' I 8 SEWER STUB I i SEE CONNECTION DETAILS 4 4
VERTICAL CLEARANCE
I I I I C-1 C-13
I i I EXIST. SSMH #274
88°48 4.26E 405.2
APN 297230-0050 CHAINLINK FENCE (LS.) I STA, 13+98.39, 58.46' RT
6' SOLID WOOD FENCE 6' SOLID WOOD FENCE I RIM=416.0f
SINGLE FAMILY RESIDENCE APN 297230-0030 6' SOLID WOOD FENCE SINGLE FAMILY RESIDENCE - APN 297230-0040 SINGLE FAMILY RESIDENCE - APN 297230-0020 I = 8.Of
SINGLE FAMILY RESIDENCE - APN 297230-0010 I � I
430 :... .. _ ........... .................. ............. ... ............ ... .................. ............. _...... ..... ... _.. . ... .......... ... ..... .... ......
430
_. .. _..
........
..... .. ...... .. .. ...... ........ .
SEE GRADING PLAN
FOR FINAL GRADES
....... ..... .. .... .
........ ..... .. . ...................,
o✓ .
425. __............................. .......... .... ...
N
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2.fi59;
420 WATER SYSTEM INSTALLED BY RENTON BIBLE CHURCH
„ N
76 ,, PO V) .-
LF 10 DIP:
V) . cr
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.cn . Do
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cn : CONTRACTOR, UNIVERSAL LAND CONSTRUCTION COMPANY,
WATER "
- - 200. DIMENSIONS, PIPE, AN
425 483 6 N D MATERIALS
. . . . . . . . . .
90' ELBOW :. . 247. LF ,� 3.12q
10 DIP WATER
C0
CONFIRMED NTRACTOR,
:STA. 10+00.00, 0.00' RT 3' MIN.BY
:. ............:: ....... .:.. . COVER
=STA. 20+00.00, 0.00' RT . :. :.. .
415 _......................................... ......... ........ ....... _....... . .....
(, _ ) 415
...
1.0' GATE VALVE.. _ .. ..... /�.
STA. 10+66.73, 0.00' RT:. :.
,� �AS-BUILT
TE..
I�
CERTIFICATION:
10 47 FIRE HYDRANT , . ..: .
T , _
0.00
AND
HAT THE IODRAINAGE
TOF
410 .NTAL
5... 10+ 0...0:0 .. .RT ..... ..:.
.............
„ :.......:......
25 LF 10 DIP WATER :
�..
4.....5.
410
VERTICAL LOCATIONS THE STORM
......
........ .. . .
u
r�
„ : „
12 X10 TEE
& WATER SYSTEM SHOWN HEREON IS THE
.. ... ....
90`; ELBOW ..... ........
.... ........ „
10 x6 TEE
y�
„.
.80, 0. RT
STA; 14+50 00
RESULT OF A FIELD SURVEY PE FO Y
PERFORMED B
...... ....... .......... STA..11+39..92, .0.0.0� RT .. ..........
STA..13+ 4. 89, .O.QO RT
8
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p s
20 LF 1 DiP
0
WA
„
6 10 DIP WATER
B ENGINEERING, N
AS�LINE ENGINEERI C
:.:..
5 L F 10 DIP
WATER
W
L
405
„
:.. 12 LF..1G" DIP, WATER ...........
... ..........
405
JE A.ULDRON, 36958 DATE
�:
10„
.
DIPL WATER . .
OF RENTON
CITY ON
. . : . . . . . .. . . . . . .
.. . SEE GRADING PLAN
EX 10" .SEWER CROSSING. . . . . . . . .
.
6" FIRE LINE .
.
-
W 343501
FOR. FINAL GRADES, . . . . . . :. :. . :. . . . . . 00' RT 8.1.1, 0.00'. RT .
STA.13+90.59, 0. STA,. .13+9
DATUM ELEV : IE=409.19 (10" N,S)
400.00
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY. r N O rn DO 0) N r
cD N O CD .- a) r U-) N O U-) (D N r
C II r r r r n I` r co (6 ai DO t\ co
O O O O O O O O O O O O
d et d d d d d �Y d
before you
Dig
CITY OF RENTON PROFILE - WATER MAIN (A -LINE)
1-800-424-5555
UNDERGROUND SERVICE (USA) Approved by: Date: SCALE: 11„=20' (H)
=5 (V)
NOTE: 8 FINAL MYLARS SJD 7 23 09 JAW SURVEYED: SCALE:
TRIAD ASSOCIATES ""DAL AD 11988 CITY Y 0 F
Approved by: Date: HORIZONTAL, NAD ,ssa/,ae, ��
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. 7 AS-BUILTS SJD 5 27 09 JAW DESIGNED: SHOWN ,. ,_ RENTON BIBLE CHURCH
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER /04/08 JAW
6 STORM REDESIGN 06 rl1 973 UNION AVE
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO Approved by: Date: 5 MYLARS 02/11/08 ORAwN. HR - RENTON
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN ONE INCH
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1-4 REVISIONS AND COMMENTS 11/07-1/08 CHECKED: DATUM
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. JAW AT FULL SCALE Planning/Building/Public Works Dept. SEWER AND WATER
CALL BEFORE YOU DIG: 1-800-424-5555 Approved by: Date: IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY PLAN AND PROFILE (A -LINE)
05/24/09
FIELD130OK:
PAGE:
DRAWING NO:
C-10
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