HomeMy WebLinkAboutWTR2703435.3LO
T
O
Q =
z U
U
rr
w
0
O
CU
n
J
IIIIIIIIIIIIII111rifl
z
O
I—
z
w
rr
SINGLE FAMILY RESIDENCE A PORTION OF
APN 106150-0740
6' SOLID WOOD FENCE N88° 48' 04.25"W 4,'
PHONE CABLE (LS.) LANDSCAPING 20+
RISER O
w
(LS.)
TH SE 1/4 OF THE NE 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
5.26' �? o KING COUNTY RENTON WA.
U Q
~z BENCHMARK GENERAL NOTES
ELil �
w z
2' —4' HIGH N oo B.M. - S.E. COR. 12' WIDE CONC. PORCH 1. SURVEY DONE BY TRIAD ASSOCIATES (206) 454-071 1. BASELINE
ROCKER o_ w 0 RENTON BIBLE CHURCH W. SIDE UNION AVE. ENGINEERING, INC. HAS PERFORMED NO SURVEY WORK FOR THIS PROJECT
\cLN ® N.E. 10TH ST. ELEV.: 419.62 AND ASSUMES NO RESPONSIBILITY FOR THE SURVEY INFORMATION CONTAINED
(LS.) I a II HEREON.
I-- LS B.M. - S.W. COR. 10' WIDE CONC.
STA. 10+00.00, 0.00' RT ---A r L` a e 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) 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 N.E. AND NE 10TH ST.) ELEV. 417.19 AND DRAINAGE ONLY. FOR CONSTRUCTION OF SIDEWALKS, EXTRUDED
1-BLOW-OFF
W/CONCRETE THRUST BLOCKING
15' WATER EASEMENT PUBLIC
LJ � LS.)
ed ° d.
3 STA. 10+60.00, 8.05' RT ( I I
C-13 FIRE HYDRANT ASSEMBLY L�
S88° 48' 04.26"E 405.25'
STA. 10+66.73, 0.00' RT
1-10" GATE VALVE - MJxMJ
8' FROM HYDRANT
4:
4 STA. 10+60,00, 0.00' RT o Ls.
C-13 1-10"x6" TEE - MJxFL
1-6" GATE VALVE - FLxMJ
8 LF 6" FIRE SERVICE LS.
1-FIRE HYDRANT ASSEMBLY, (s) Q e
W/CONCRETE THRUST BLOCKING
LT POLE O
— (LS.)
LL
STA. 11+39.92, 0.00' RT J
1-90' ELBOW - MJxMJ
W/CONCRETE THRUST BLOCKING
w-w
25 LF 10" DIP WATER -
UTILITY CROSSING 0.50'
VERTICAL CLEARANCE
(LS.)
e'
4 °
e ° 4-
12+00
__—;MIN_
15' WATER EASEMENT (PUBLIC)
VERTICAL DATUM
U.S.C. & G.S. MERIDIAN: BRENTWOOD DIV. 2
(LS.) (LS.)
°
247 LF-10" DIP WA
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 AND STORM DRAINAGE NOT SHOWN FOR
CLARITY, SEE PAVING PLAN. SEE SHEET C-11 FOR CONTINUATIO1
SSCO #1 C
STA. 13+78.44, 52.70' LT
RIM=416f
IE=410.5f (FIELD VERIFY) I I
14 LF 6" FIRE LINE
» I I
3 STA, 13+84.89, 11.00' LT Cf)
C-13 FIRE HYDRANT ASSEMBLY
I
r1 I I I
(LS.)
4. ° d °. (LS.)
4 a
S' a
d S 4d
(LS.) uNosCAPE 4
e °
PLANTERS ° , ' a A (LS.)
I N
O
� o
ER 13+00 x
�_
z 4+
UTILITY CROSSING 0.50' 4 STA. 13+84.89, 0.00' RT L�
VERTICAL CLEARANCE C-13 1-10"x6" TEE - MJxFL m
N
1-6" GATE VALVE - FLxMJ n
8 LF 6" FIRE SERVICE o
z
1-FIRE HYDRANT ASSEMBLY,
W/CONCRETE THRUST BLOCKING
r==�4
12 LF loll DIP WATER
55-UF 10" DIP
WATER LINE KEY
NOTES
O
22.5' BEND
O5 45' BEND
W/CONCRETE THRUST
BLOCKING
W/CONCRETE THRUST BLOCKING
STA. 14+00.00, 0.00'
RT.
STA, 14+47,69, 0,00' RT.
O
22.5' BEND
W/CONCRETE THRUST
BLOCKING
STA. 14+10.29, 0.00'
RT.
O
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.
I N
00 I
11 LF 6" PVC SEWER @ 2.00% MIN.
SINGLE FAMILY
RESIDENCE
CONNECT TO EXISTING 6" SEWER
STA. 13+98.12, 40.09' LT
1-6" 90' BEND - MJxMJ
W/THRUST BLOCKING
14' WEST TO BLOWOFF ASSEMBLY
17 LF 6" FIRE LINE
STA. 13+98.12, 40.09' LT
EXTERIOR SPRINKLER --EKTZRIOR SPRINKLER -
VAULT EL.=417.35 VAULT 18.00
DESIGN BY OTHERS BY OT
STA. 13+98.12, 0' LT
10"x6" TEE - MJxFL
6" GV - FLxMJ (N)
SINGLE FAMILY 10" GV - MJxMJ (W)
RESIDENCE
STA. 13+93.43, 20.30' LT
4" D.I. RISER FOR FDC CONNECTION
14+ 1.81 ELEV. 418.00
STA. 14+50.80, 0.00' RT
CONTRACTOR SHALL FIELD LOCATE EXISTING
WATER MAIN PRIOR TO CONSTRUCTION. TIE INTO
EXISTING WATER MAIN COMPLETE WITH CUT IN:
(BY CITY FORCES)
I 1-12%10" TEE - FLxFL
2-12" GV - FLxMJ (N,S)
1-10" GATE VALVE - FLxMJ (E)
STUB
I i
CONCRETE THRUST BLOCKING
GRASS
(LS.) LANDSCAPING
UTILITY CROSSING 3'
8" SEWER
i
SEE CONNECTION DETAILS 4 Y 4
VERTICAL CLEARANCE
I
I
I
C-1 C-13
EXIST. SSMH #274
88°48 4.26E
405.2
(LS.)
I
STA. 13+98.39, 58.46' RT
— APN 297230-0050
6' SOLID WOOD FENCE
CHAINLINK FENCE
SINGLE FAMILY RESIDENCE — APN 297230-0030
6' SOLID WOOD FENCE
6' SOLID WOOD
(
SINGLE FAMILY RESIDENCE —
APN 297230-0040
SINGLE FAMILY RESIDENCE — APN 297230-0020
FENCE
I
_ .Of
SINGLE FAMILY RESIDENCE —APN 297230-0010
I
I
... ....._...............
430
.. ........ ......
..........
.......... .....
.: ........
.....
:
.......... .........
.........
SEE GRADING
PLAN
. . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
_
�.�
�-
FOR FINAL GRADES.
c�.._..w
. ................
............ ..
.. ....... _......... ...............
�
z425.
. _.. ......
o
z..0
-z
425
-0.79%
z
cn
.
3' MIN..
0.50%. .
COVER .
. . . . . . .
. . . -0.84% . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . .
w
++ cr
+
w
AS -BUILT NOTE
420
.._...........
61 LF 10 DIP WA.TER.. .........................
:........... _ _.
_ .
-..
2.65%
_
Q F
Q
=
Q. c°
Q
3
Q.___.Q'I
420 WATER SYSTEM INSTALLED BY RENTON BIBLE CHURCH
:.
`r°�
v~i. `V.
C~n
. O
.Lnn
v
oo
v
N
U) : CONTRACTOR, UNIVERSAL LAND CONSTRUCTION COMPANY,
"
76 LF 10 DIP WATER
. . . . . .
"
- - DIMENSIONS, PI P AND MATERIALS
11 3 .129;
CONFIRMED BY CONTRACTOR.
90' ELBOW
. . . . . . . 247. LF 10�� DIP WATER
T
3 MIN.
:STA. 10+00.00, 0.00' RT
=STA. 20+00.00, �.00' RT
. . .
COVER
... .
.
. . .
415
(g-LINE)
_.__......._ _..........
_ ..
�. _ .....
41 5
1.0" .GATE VALVE ... ...........
......
..... ... :. ..... ..... .......... .
.........
...... n.
... ...
STA. 10+66.73, 0.00' RT
0
�
. . . . . . . .
. . . . .
. . . . ..
�
. . . . . . . . .
AS-BUILT CERTIFICATION:
FIRE HYDRANT TES
. . . . . . . . . . . .:.10„x6"
w
I HEREBY DECLARE THAT THE HORIZONTAL AND
410
_...........
STA,..10+.6.0.,.00,. 0,00 .RT.:........... .........
..:............
_ ......... .... .......
... ......... _.... _.........
�.
...... ...
4. _..5.
410 VERTICAL LOCATIONS OF THE STORM DRAINAGE
" 25: LF 10DIP
WATER
��
�<'"
"
12 k10 TEE & WATER SYSTEM SHOWN HEREON IS THE
.. . . .
. . . . . .
90' ELBOW
. . . . . .
. . . . . . . . " "
10 x6 TEE
�'o . . . .
. .
".DIP
STA; 14+50.80, 0.o0 R RESULT OF A FIELD SURVEY PERFORMED BY
. . . . . .
. . .
STA, .11+39..92,
.0,0.0'. RT . . . . . . . . . .
'
. . . . . . . . . . . . STA. 13+84.89., 0.00. RT . . .
� p
0 LF 1
10" DIP WATER BAS LINE ENGINEERING, NC.
. . . .
�o
"
2
5 fW10" DfP
L
�.........
WATER
W
DATE
405
. _ ............. ......... ...
.......
.... _ _....... .._....... ......... .........
.. 1............. TER,...............
..... ......... ... .... .... 2 LF 10 DIP WA
_
......
......
405 J E R A (!�LDRON, 36958
............
Flo"
CITY OF RENTON
.... ..
DIPLWATER
.....
..............
.
.
. . . . EX . 1�0" .SEWER CROS NG
S1
6" FIRE LINE .
W-343501
. . . . . . . .
...........
. .
SEE GRADING PLAN
FOR. FINAL GRADES . .......
STA..13+90.59, 0.00. .RT.
:STA. 13+98.1,1,
,
0,. . . RT . . . . .
DATUM ELEV
:
10„
IE=4p9.19 ( N,S)
400.00
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY.
Call
before you
I-
N
O
0)
00
0)
cV
cD
17
r7
�
N
O
O
0)
U?
CV
O
LI?
Ln
I�
r
CD
CD
co
CD
Oi
o0
00
I�
c0
O
O
O
O
O
O
o
O
o
O
O
O
D;g
1-800-A0A-5555 CITY OF RENTON PROFILE - WATER MAIN (A -LINE)
- W 7A7rAL
UNDERGROUND SERVICE (USA) Approved by: Date: SCALE: 1"_20' (V)
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 U11LITIES 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: Date:
Approved b Date:
pp Y�
Approved by: Date:
8
FINAL MYLARS
SJD
7 23 09
JAW
SURVEYED:
TRIAD ASSOCIATES
SCALE:
SHOWN
7
AS-BUILTS
SJD
5 27 09
JAW
DESIGNED:
JAW
6
STORM REDESIGN
06/04/08
5
MYLARS
02/11/08
DRAWN:
HR
ONE INCH
1-4
REVISIONS AND COMMENTS
11/07-1/08
CHECKED:
AT FULL SJAW CALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
A P P R
APPROVED:
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CITY OF
RENTON
Planning/Building/Public Works Dept.
RENTON BIBLE CHURCH
973 UNION AVE
SEWER AND WATER
PLAN AND PROFILE (A -LINE)
-34 35cI6 a-343561 L
05/24/09
FlELDBOOK:
PAGE:
DRAWING NO:
C-10
SHEET:OF: 1 O 14