HomeMy WebLinkAboutR-41851200
T
Q
1
um)
Do
N
IL
Ln
Do
T
N
IL
I BEING
_ — --"'STA BON . — ——
_
—,I—P__- __ L___W_
'- _
ti&]B3 CRCGSNG Ir00
EN12WI9 A
ir'OIP 15856 BTAM]TS
GOR 1.203*17
- -
El SIG I11
cROs
ST12'%6AOEWRNAU GATE VALVE(M%
N:1)932Dll
E.1R]122]1 SUN
6 DIP M09LrBE�IrHBLDG27-5N.nw2.w19
E11a�S2TA--M9•1BEND
-♦_fIl r
1nE'1 n52r —W—
I�I
i
WATER IMPROVEMENTS PLAN
SCALE: 1•=2W
iTll
ldfill
9
g
F��A�P0
FFOO
FI
ISHED GRADE
25
------ -
25
---------
�.
EXISTING GRADE
o
ONE FULL STICK OF WATER MAIN PIPE SHALL BE
INSTALLED CENTERED AT THE CROSSING
_
—
— LOCATION.12- STORM DRAIN AT CROSSING SHALL
MAX DEFLECTION AT
A'
<' CONSIST OF ONE FULL STICK OF DI PIPE CENTERED
JOINT IS 2.50. ADDITIONAL
AT THE CROSSING LOCATION. INSTALL ETHAFOAM
_
FITTINGS MAY BE NEEDED
- F MIN.
PAD BETWEEN BOTTOM OF EXISTING STORM DRAIN
ATTHISLOCATION.
AND TOP OF NEW WATER MAIN.
2.5°DEFIES N
I
AT JOINT
1
=CLR.
B•MIN.
D.5° DEFELCTICN ATJOINT
MIM RECTIONY
CLR.
MUDSLECTION °
2O 1fl62LF-f2^pIP
OF20
156 P. p^
I0.13 LF
xTx9 tP-1T
MAX DEFLECT
ION AT
FOUR
DI
DIP
1rmP rI
pIP
JOINT IS 2.5°
M 6'MIN.
CLR.
—
A
15
15
w
w
PC
x
ILZ o$Oq
w
ILL
aS
i'
w
mF`aW ry
^R
w �� m
SR
O'd
„
�
mi �8
e�
�
Y�
m�
P "°JAI
am .�.-�m
zaomd.-�
mgR
<$=^g'
um_
_8
C,_
w
�4w w�-
5$�. G5
w$ G"_�
$
10 ln�>L'u
Fb
emsPC
10
0+00 1+00
WATER IMPROVEMENTS PROFILE (STA: 0+00 - 2+47)
SCALE r=20'IHI,I =r(V)
2+00
2+47
E
\
v
I
Www
G`
-
�G.�
SCROB
SIA:1<i 'NTT
3 SIN G
ROSSING
STA=0rg5. I0�
09
-� I L.-..
12"%6'-11 I
STA MI E9
FLOU GATE VALVE(MJXR)
PH ASMBLY --
MP5TJ2011
N175631.1B
71 A,_-
-09ILF
—_--1287122
I
J
- - - --
6 Dw zB09LF -
I
I
W� � W
FIRE LATERAL PLAN
in an
rFOo�
FINISHED
GRADE
25
°� a
25
PC
20
MOBILE
'DIP
20
Ln
RA. kd
ESE �m
wm
ShSm
Y
NEB EL
15
15
NOTE: CONT MRSH PRGTPCTa EXIUINGMRVEYMONUMMTAnON.00 TMCTM
SINGE HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATIONA
THERCOST.
NOTE'. COMPACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO
BEGINNING WEEK AND IS RESPONSIBLE FOR ALL MATERIALS LABOR REPAIRS ETCTO
COMPLETE WORKANO RESTORE AREATOSAME STATE PRIOR TO START NG WORK.
NOTE: CONTRACTOR RESPONSIBLE FOR AS BUILT DRAWINGS, TESTS. REPORTS ANDIOR ANY
OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY,
UTILITY DISTRICTS OR MY OTHER GOVERNING AGENCY. ASSU ILTS SHALL BE SIGNED AND
CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER.
CAUTION - NOTICE TO CONTRACTOR
1, ALL UTILITY LOCATIONS SHOWN ARE BASED ON
MAPS PROVIDED BY THE APPROPRIATE UTILITY
AN FIELD
COMPANY SURVEY
SURFACE EVIDENCE THE
ME OF ANY D IS TO CONSIDERED
AN O
APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE LOCATION OF ALL UTILITIES, PUBLIC OR Knuwwnarabelow.
PRIVATE, WHETHER SHOWN ON THE PLANS OR Cell Mxom yap dig.
NOT, PRIOR TO CONSTRUCTION. REPORT ANY
DISCREPANCIES TO THE ENGINEER PRIOR TO
CONSTRUCTION.
2. WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND
VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH
POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE
ENGINEER PRIOR TO CONSTRUCTION.
GRAPHIC SCALE
211 0 10 20 N B]
(IN FEET)
ItrA=20n
0+00 0+36
FIRE HYDRANT LATERAL PROFILE (STA: 0+00 - 0+36)
SCALE: r=W (H). r=ZN)
TJK ,d orlim 11 CITY OF
omla AS NOTED -T
sG RENTON
�1 USES
DATUM
'RcJ Plonning/Building/Public Works Dept.
NO. REVISION BY DATE APPR AI"� BDA
KEY MAP
NOT TO SCALE
SITE LEGEND
EXISTING BUILDINGTO REMAIN
EXISTING BOLARS TO REGAIN
% %
IXISTINGFENCETOREMNN
EXISTING CURB S GUTTER TO REMAIN
■
EXISTING STORM INIET TO REMAIN
EXISTING SIGN TO REMAIN
D�I]
EXISTING SITE LIGHTING TO REMAN
Dal
EXISTING SITE LIGHTING TO BE RELOCATED
EXISTING STORM SEWER MANHOLE TO REMAIN
YY
EXISTING FIRE HYDRANT TO BE RELOCATED
r
PROPOSED FIRE HYDRANT
w
IXISTING IRRIGATION VALVE TO REMAIN
w
PROPOSEDWATERVALVE
�I �I
PROPOSEDWATERBEND
EXISTING CONCRETE PAVEMENT
EXISTING ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
PROPOSED ASPHALT PAVEMENT
T
PROPOSED PICK-UP SIGN
PROPOSED CURB AND GUTTER
—
PROPOSED SAWCUT LINE
PROPOSED EASEMENT
UTILITY LEGEND
W
SABRING WATER LINE TO REMAIN
EXII WATER LINE TO BE REMOVED
PROPOSEDWATERLINE
W
SS
EXISTING SANITARY SEWER
SS
PROPOSEDSANITARYSEWER
—STS—
PROPOSED STORM SEWER TO RENNIN
— ---STS—
PROPOSED STORM SEWER TO BE REMOVED
STti
PROPOSED STORM SEWER
— —G—
EXII GAS LINE
R-418512
S-4185021 z
W-41850 Z
IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q
IL
DEVELOPMENT ENGINEERING O WATER UTILITY O X
W
Scott Warlick 8/30/2021 WATER
09/27/2021 IL
U
a
WALMART #2516 07/29/2021 EE
WALMART SUPERCENTER PICKUP EXPANSION issidd ooK Q
CONSTRUCTION DOCUMENTS �fAGE 2
WATER PLAN & PROFILE C6.1 J
12 p17