HomeMy WebLinkAboutW-418501AS -BUILT SET
00
T
I
W
LO
00
T
N
I
rr
A
NX X X X X X X X X X x Im X11
lJ ------ „ 1 (� x
srs -__ V J
STS TORq GF ST
EX SD DROP INLET EX SD DROP INLET / STS 'I
V-/
RIM=25.36 RIM=24.91 \
INV NE (12")=17.46 INV NE (12")=17.51 EX SD DROP INLET S 17 \
INV NE (12")=17.56 INV E (12")=20.11 RIM=24.87 ST ,
INV SE (18")=17.62 INV SW (18")=17.61 INV E (12")=20.82
S1s TS INV SW(18")=17.46 `' INV SW (12")=20.77 EX SD DROP INLET ° -
INV W (12")=20.67 RIM=24.82 /
0 INV W (12")=21.07
ST INV SW(10")=21.27
A r---- Tg - �------------�i-
--------------
I
%0 21 I STS
EX SD VAULT
RIM:26.07 I iii� III I /
INV: 17.47 (12" NE) STS 16
INV: 17.07 (18" E) I 16 III
INV: 16.97 (12" S)
INV: 16.87 (18" NW) CO g
�� II 11 III Ili IIII li I
EX SD D P INLET I j I P T
x/\ RIM: 25.64 (RAIS 025.85) _ - I - _LO
/ \S INV-22. (12"NE) 17 iP 9 I 2 `S
TS INV: .22 (8 S) I 24 TS
- - - - - I I III ° 11 I I W II II II I I I I EX SD MH ER D4
1 ST I va III III STS I I RIM=25.39 19
12 I 20 15 ��� 4 �411 L-W -7 "W-� 24 18 I 16 IINV E NV W(( 8'�) 18 04
- _ _ -- �/ l I ST S STS STS TS STS STS STS
L - - - - 38 - - - 16 24 u° - - - 22 ` - - - I STS STS -- -
35 L 1 - - - - - - - I - - - - - - - - J - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - -
4 16 21 I I evr I
� -W I 12 W W W W W 11
Cn
~ 27 24 15 27 --_ -_---J 38 °.
° 4 24 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
U) ~
c' - - --- ---- - - - - -- --- °
e
u~iaa1
° 4 ° BLDG FFE = 27.55
4 0
° 4
UTILITY DEMOLITION PLAN
X X X X X
r
L STS - \\� ST
ti STS -
/ co EX SD DROP INLET EX SD DROP INLET STS \ \ \ \
g RIM=25.36 RIM=24.91 26
cD `�� INV NE (12")=17.46 INV NE (12")=17.51 EX SD DROP INLET --ST \ \ \
INV NE (12")=17.56 INV E (12")=20.11 RIM=24.87 S \ \
4 INV SE (18")=17.62 INV SW (18")=17.61 ��c�. INV E (12")=20.82 EX SD DROP INLET
STS STS INV SW (18")=17.46 INV SW (12")=20.77 I = 2 8
\ INV W (12")=20.67 /
S � INV W (12")=21.07 13 /
S1S T % c� INV SW (10")=21.27
_ ICI)TS - � - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - -- 10
AI w Ww W 1+ W �yw w W W I // / CI- - STA 0+ 0.29, 0.00' I 5 STS APPROX INV. 22.80 5 TA 1+81.21, 0.00'
FIRE HYDRANT MOVED 2.5 SOUTH
`I EX SD VAULT -_ ,� DUE TO UTILITY CONFLICT 13 /
RIM: 26.07 STA 0+ .62, 0.00' _ 13 � L � ° I I /
INV: 6.07 (12" NE) 1 A 0+76.22, 15.92' R "STS I ) 41 24.4' c� 3.5 /o o
INV: 17.07 (18" E) g I� 86.4' @ 0.19 /0 36 o L
INV: 16.97 (12" S) I I - 8 CD
�,
INv: 16.87 (18" NW) 8 ", NNEC T TO EXISTING STORM SEWER WITH SAS srS-'; _ sT - _ s _ _ STs
I37 PROP 4' DIA MH
sTs�\ EX SD DR O IN III INSERT A TEE CONNECTION, CAP AND PLUG I RIM=25.84
X X X X �4 � X-
_J
c, RIM: 25.64 (RAISE o 25.-)
\ST INV.22.6212" NE)
\
X�STING LINE BEYOND CONNECTION
i ---- --- ---------------"
--
'
3:
I
I -
I - -INV S (18 )=17.90
W
1
S-
I
I
INV (18")=17.
I
�
\--------co
INV:2.22(81,S)
-
_
.
39 2.0%MIN SLOPEo
�2.0% MIN SLOPE
I
I
I
v
I
I
o
I 36 24.6' @0.19/0
' EX SD MH
"
r� - - - - ST§TA 0+0 .98, 0.00' L I
5
37 PROP 4' DIA MH
RIM=26.60
� I
PROP 4' DIA MH 37 �
RIM=25.39
INV E (18")=18.14
it I
OE
23
m
- APPROX INVERT = 23.2
\ ,�
10 �OOF DRAIN CONNECTION
INV E (18")=17.74
I
IM=26.44
I
rl�110
I
INV W (18")=18.04
`
I
STS I
W
,
INV NW (18")=17.74
V E (18")=17.95
-STS-STS
TS
STS
STS
I
o
I
18"=17 95STS
CONTRACTOR SHALL REMOVE LINE UNDER -- - ( )-- I __- J36 5'@0.11% -- --------------------- J - __-�Z�\ srs
INV. .26 33 4 a
z8 4: BUILDING SLAB TO NEW POINT OF CONNECTION 5 � I TA2+42.16, 0.00' R r - - - - I
CON CtOR TO EXtEN -° - �- - - - - e+ w W w w w W
17.5' @ 0.5% 25 BLDG FFE = 27.55
CONNECTION TO FIELD LOCATED ° ASED ON CCD #8 , THIS CONNECTION IS NOT REQUIRED. 2+4 .15 - 14 I - - - J vZ �X
STORM SEWER TIE-IN AT 0.5% ° ASSUME CONNECTION
°----- = 2.5'BELOWGRADE- 40 -- --- ---- �----------------------� -�
MINIMUM SLOP ASSUME CONNECTION
° -INV: 20.35 30 ° 2.5' BELOVITGRADE - - - - - - - - - - - - - - - - - - 23 28 �\
-----------------------------------------
'110.25' @ 0.5% 25 ACTUAL ROUTING OF ROOF DRAIN.
_'NV:20.40 30 NO CHANGES IN ELEVATIONS �� o
APPROX BUILDING CONNECTION I o
4 4 INV:20.43
EX SD DROP INLET ° , = �a BLDG FFE = 27.55 / 43
RIM: 25.70 � 25 5.4' @ 0.5%
° INV: 23.55 (8" N)
4
a � a
UTILITY IMPROVEMENTS PLAN
NOTE: REFERENCE CITY OF RENTON SURFACE WATER STANDARD DETAILS FOR STORM
INFRASTRUCTURE IMPROVEMENT.
NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO
BEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO
COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK.
NOTE: CONTRACTOR RESPONSIBLE FOR AS -BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY
OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY,
UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. AS-BUILTS SHALL BE SIGNED AND
CERTIFIED BY A LICENSED SURVEYOR OR ENGINEER.
GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING
PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OF
BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME
HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS.
PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND
ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK.
NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR
SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION A
THEIR COST.
NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR.
CAUTION - NOTICE TO CONTRACTOR
1. ALL UTILITY LOCATIONS SHOWN ARE BASED ON
MAPS PROVIDED BY THE APPROPRIATE UTILITY
COMPANY AND FIELD SURFACE EVIDENCE AT THE
TIME OF SURVEY AND IS TO BE CONSIDERED AN
APPROXIMATE LOCATION ONLY. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY
THE LOCATION OF ALL UTILITIES, PUBLIC OR Knowwharsbelow.
PRIVATE, WHETHER SHOWN ON THE PLANS OR C(I I I before you 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.
NO.
CCD #6
CCD #8
20
0 10
REVISION
GRAPHIC SCALE
20 40
( IN FEET)
1 inch = 20 ft.
80
JSB
07/30/21
SURVEYED:
umD:
TJK
MMC
10/14/21
DESIGN JSB
DRAWN:
JSB
CHECKED:
RCJ
BY
DATE
APPR
APPRoVEo
BDA
SCALE:
AS NOTED
TILITY PLAN SCHEDULE NOTES
O EXISTING 12" WATER MAIN SECTION TO BE REMOVED
O EXISTING 6" WATER PIPE SECTION TO BE REMOVED
O EXISTING LIGHT POLE TO REMAIN AND BE PROTECTED THROUGHOUT 6
CONSTRUCTION.
4 EXISTING FIRE HYDRANT ASSEMBLY TO BE REMOVED AND SALVAGED TO CITY
SHOPS
5 PROPOSED 90° BEND (MJ) W/THRUST BLOCK PER CITY OF RENTON STANDARDS
AND DETAILS
6 PROPOSED 12"xl2"x6" (MJXMJXFL) TEE W/ THRUST BLOCK PER CITY OF RENTON
STANDARDS AND DETAILS
7 PROPOSED FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARD PLAN 310.1
O PROPOSED 12" WATER MAIN PER CITY OF RENTON STANDARDS AND DETAILS
O EXISTING SITE LIGHTING TO BE REMOVED AND RELOCATED. CONTRACTOR SHALL
SALVAGE EXISTING LIGHT POLE AND FIXTURE FOR RE -USE
10 PROPOSED UNDERGROUND ELECTRICAL LINE. CONTRACTOR TO INSTALL NEW LINE
FROM EXISTING LIGHT POLE TO PROPOSED PROPOSED LIGHT POLE LOCATION
11 EXISTING 12" GATE VALVE
12 EXISTING 15' UTILITY EASEMENT (REC NO.9704011446)
13 PROPOSED 15' UTILITY EASEMENT, BY SEPARATE DOCUMENT
14 POLY -PIG STATION PER CITY OF RENTON STANDARD PLAN 300.6, CUT -IN: BY CITY
FORCES
15 EXISTING 15' UTILITY EASEMENT TO BE VACATED
16 EXISTING STORM SEWER TO REMAIN AND BE PROTECTED THROUGHOUT
CONSTRUCTION
17 EXISTING STORM INLET TO REMAIN AND BE PROTECTED THROUGHOUT
CONSTRUCTION
18 EXISTING STORM VAULT TO BE REMOVED
19 EXISTING WATER MAIN TO REMAIN AND BE PROTECTED THROUGHOUT
CONSTRUCTION
20 EXISTING WATER MANHOLE AND VALVE TO BE REMOVED.
21 EXISTING GAS LINE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION
22 EXISTING WATER VALVE TO BE REMOVED
23 CONNECT TO EXISTING MAIN PER CITY OF RENTON STANDARD PLAN 300.5 WITH 1 -
12" SLEEVE (MJ)
24 EXISTING STORM SEWER TO BE REMOVED
25 PROPOSED 10" STORM SEWER ROOF DRAIN
26 PROPOSED LOCATION OF RELOCATED SITE LIGHT POLE AND FIXTURE.
CONTRACTOR TO INSTALL NEW LIGHT POLE BASE.
27 EXISTING FOUNDATION DRAIN TO BE REMOVED
28 PROPOSED 12" GATE VALVE (MJXMJ) WITH 2 - 12" SLEEVES (MJXMJ), CUT -IN: BY
CITY FORCES
29 CONNECT PROPOSED FOUNDATION DRAIN AND ROOF DRAIN INTO PROPOSED 10"
STORM DRAIN
30 PROPOSED 10" STORM SEWER CLEANOUT
31 PROPOSED 8"x8" INSERT -A -TEE CONNECTION TO EXISTING STORM SEWER
32 PROPOSED 8" STORM SEWER ROOF DRAIN PIPE
33 PROPOSED 12"x10" INSERT -A -TEE CONNECTION TO EXISTING STORM SEWER
34 CAP AND PLUG EXISTING 12" STORM SEWER
35 EXISTING STORM SEWER TO BE ABANDONED IN PLACE
36 PROPOSED 18" DIA. RCP STORM SEWER LINE
37 PROPOSED 4' DIA STORM MANHOLE
38 EXISTING 12" WATER MAIN 0 6 IN
@)PROPOSED 4" DIA, PVC FOUNDATION DRAIN
40 TIE INTO EXISTING 4" FOUNDATION DRAIN
,18 PROPOSED 10" PVC STORM SEWER ROOF DRAIN LINE
42 PROPOSED 12" GATE VALVE (MJXMJ) WITH 2 - 12" SLEEVES (MJXMJ), CUT -IN: BY
CITY FORCES
UTILITY NOTES
1. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) ENDS SHALL HAVE A
WEDGE TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100.
2. CONCRETE THRUST BLOCKS ARE REQUIRED ON ALL WATER FITTINGS PER COR STD.
KEY MAP
NOT TO SCALE
SITE LEGEND
EXISTING BUILDING TO REMAIN
®
EXISTING BOLLARD TO REMAIN
-X-X-
EXISTING FENCE TO REMAIN
EXISTING CURB & GUTTER TO REMAIN
® ®
EXISTING STORM INLET TO REMAIN
EXISTING SIGN TO REMAIN
} ]�
EXISTING SITE LIGHTING TO REMAIN
o-Eal
EXISTING SITE LIGHTING TO BE RELOCATED
so
EXISTING STORM SEWER MANHOLE TO REMAIN
EXISTING FIRE HYDRANT TO BE RELOCATED
PROPOSED FIRE HYDRANT
>a
EXISTING IRRIGATION VALVE TO REMAIN
►�
PROPOSED WATER VALVE
► I
PROPOSED WATER BEND
EXISTING CONCRETE PAVEMENT
°
EXISTING ASPHALT PAVEMENT
PROPOSED CONCRETE PAVEMENT
[
PROPOSED ASPHALT PAVEMENT
=
PROPOSED PICK-UP SIGN
PROPOSED CURB AND GUTTER
PROPOSED SAWCUT LINE
PROPOSED EASEMENT
UTILITY LEGEND
W-
EXISTING WATER LINE TO REMAIN
-W-
EXISTING WATER LINE TO BE REMOVED
W
PROPOSED WATER LINE
SS
EXISTING SANITARY SEWER
SS
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER TO REMAIN
A6 -STS-
- PROPOSED STORM SEWER TO BE REMOVED
STS
PROPOSED STORM SEWER
G
EXISTING GAS LINE
8
PLANS 330.2 AND 330.3. R-418512
3. WHERENEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL LENGTH OF
WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR MAXIMUM JOINT OF
SEPARATION. S-418501 z
4. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE O
MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED.
W-4185ui
(n
DON was
Q
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
o �
-
w
'"% A_56b06
Cl�
ss,Oh ALG
08/31 /2023
^U
CITY OF
WALMART #2516
07/29/2021
01:
FIELDBOOK:BOO
PAGE.PAGE
RENTON
WALMART SUPERCENTER PICKUP EXPANSION
<
CONSTRUCTION DOCUMENTS
DRAWING N0:
Planning/Building/Public Works Dept.
UTILITY PLAN
C 6
J
SHEET: F: O
11 17
�j