HomeMy WebLinkAboutR-3847111Z
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GENERAL KEYNOTE"
o
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Cos,TYPEI,
W/STD GRATE
E
CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND
• I -
DRAINAGE LEGEND
CB 7, TWE
1. W/STD GRA
9.
EX. SANITARY SEWER MAINLINE AND MANHOLES TO REMAIN. CONTRACTOR SHALL POTHOLE OR
= 17.29 (8'
s
Na
�rJ IE
MA
IE
AIR
- -
O
77.05 (8•.
- .tet -,_e
=='48 LF 6" DUCTILE IRON SD O O.SOS�-
O
17.05 (6'
E=
17.05(15"
EXISTING CATCH BASIN
Q 3
CPEP O 090%�Wl.
OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR
1 O
1•=40'
CL O
0 20 40 80
V ().(
Q
EXISTING STORM PIPE _______
❑2
EX. STORM DRAIN AND CATCH BASINS TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERWISE2O
4" STORM PIPE O 1% MIN. LENGTH AS REQUIRED. PROVIDE AND INSTAL
0
a
DD.Z
ej
FIELD VERIFY LOCATION AN PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD.
4' TO 3" FLEX COUPLE AT DOWNSPOUT (DS) CONNECTIONS. TYPICAL
.J
3
E%. WATER UNE, WATER VALVES AND HYDRANTS TO REMAIN. CONY SHALL POTHOLE OR
�+
aftl!
x�
I
OTHERWISE FIELD
O
W 9z
z
Z
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GENERAL KEYNOTE"
CONSTRUCTION KEYNOTES:
a
Cos,TYPEI,
W/STD GRATE
CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND
• I -
DRAINAGE LEGEND
CB 7, TWE
1. W/STD GRA
9.
EX. SANITARY SEWER MAINLINE AND MANHOLES TO REMAIN. CONTRACTOR SHALL POTHOLE OR
= 17.29 (8'
s
m
�rJ IE
MA
IE
17.05 (12RIM
- -
IE
77.05 (8•.
- .tet -,_e
=='48 LF 6" DUCTILE IRON SD O O.SOS�-
Z
0
C054 TWE 1
W/SOLID LID
OVEBUILD/SADDLE EX 15"
IE= 16.3 +/-
RIM = 20.64
IE = 16.39 (12" SE) TT ICHORNIS 5D LF POLYCAST 800
OXW FL1o11A INF GREY IRON GRATE
PoM = 20.56 WITH HOLD DOWNS
CURB INLET = 20.06 (0.5' BELOW RM) RIM = 19.51
E = 16.56 (12" NW) E = 1&18 (8' E)
-I
--1
(�
GENERAL KEYNOTE"
CONSTRUCTION KEYNOTES:
Cos,TYPEI,
W/STD GRATE
CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND
• I -
DRAINAGE LEGEND
CB 7, TWE
1. W/STD GRA
9.
EX. SANITARY SEWER MAINLINE AND MANHOLES TO REMAIN. CONTRACTOR SHALL POTHOLE OR
= 17.29 (8'
m
�rJ IE
MA
IE
17.05 (12RIM
- -
IE
77.05 (8•.
- .tet -,_e
=='48 LF 6" DUCTILE IRON SD O O.SOS�-
CONNECT TO 3" CANOPY DOWNSPOUT DRAIN. SEE ARCHITECTURAL
17.05 (6'
E=
17.05(15"
EXISTING CATCH BASIN
❑
CPEP O 090%�Wl.
OTHERWISE FIELD VERIFY LOCATION AND PROTECT FROM DAMAGE BY FENCING, BARRICADE OR
1 O
DRAWINGS. FIELD VERIFY AND CONFIRM LOCATION,
A"�
d*
OTHER METHOD.
EXISTING STORM PIPE _______
❑2
EX. STORM DRAIN AND CATCH BASINS TO REMAIN. CONTRACTOR SHALL POTHOLE OR OTHERWISE2O
4" STORM PIPE O 1% MIN. LENGTH AS REQUIRED. PROVIDE AND INSTAL
FIELD VERIFY LOCATION AN PROTECT FROM DAMAGE BY FENCING, BARRICADE OR OTHER METHOD.
4' TO 3" FLEX COUPLE AT DOWNSPOUT (DS) CONNECTIONS. TYPICAL
EXISTING GRADE CONTOUR ---pg_---
3
E%. WATER UNE, WATER VALVES AND HYDRANTS TO REMAIN. CONY SHALL POTHOLE OR
�+
aftl!
OTHERWISE FIELD
O
SEE SHEET 01.7-2 FORS SEWER CROSSINGS. SEE SHEET
VERIFY LOCATION AND PROTECT TITIN DAMAGE BY FENCING, BARRICADE OR
FENCING,
G
N
GRADE CONTOUR ------
-----
OTHER METHOD.
01.7-4 FOR WATER MAIN CROSSINGS.
CROSSINGS.
e
pill
CATCH BASIN
STORM CATCH BASIN/MANHOIE
STORM PIPE
9R69NUIXu6 HNWxM
KxNH NiH'A
MXPXN
UTILITY CROSSING
/�
1
C054 TWE 1
W/SOLID LID
OVEBUILD/SADDLE EX 15"
IE= 16.3 +/-
RIM = 20.64
IE = 16.39 (12" SE) TT ICHORNIS 5D LF POLYCAST 800
OXW FL1o11A INF GREY IRON GRATE
PoM = 20.56 WITH HOLD DOWNS
CURB INLET = 20.06 (0.5' BELOW RM) RIM = 19.51
E = 16.56 (12" NW) E = 1&18 (8' E)
-I
--1
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Lf� DUCTILE IRON SO
( -
Cos,TYPEI,
W/STD GRATE
CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND
• I -
4
RM = 19.54
CB 7, TWE
1. W/STD GRA
9.
IE
= 17.29 (8'
m
�rJ IE
= 17.29 (12 N)_
IE
17.05 (12RIM
- -
IE
77.05 (8•.
- .tet -,_e
=='48 LF 6" DUCTILE IRON SD O O.SOS�-
E
17.05 (6'
E=
17.05(15"
nib. V w wl.-- W.�46 LF 6"
CPEP O 090%�Wl.
GOWU-% CLEANOUT s
4' WYE
RIM = 21.01 _ _ le . m -' WATE
IE = 17.33 (4' SE) �° - 63 LF 6" CPEP SO
E 1753 (8'
PRIVATE 6'X8' FILTERRA UNIT
TO MEET BASIC WATER QUALITY
REQUIREMENTS PER 2009 KCSV
SEE DETAIL SHEET 7/C2.3
A
3' WIDE
274 LF
CONCRETE SWALE
CBO. TWE 2-48" W/STD GRATE
RIM = 20.39
IE = 16.76 (15' SIO
E . 17.68 (4" NE)
IE 16.76 (15" N)
MSO, TWE 1. W/STO GRATE'
RM = 19.38
IE = 16.81 (15" S)
IE = 1691 (15' NE)
R SD 011111_0.20A 120 LF IS' CPEPO 0.20
.R.+BE)WEEA6 23 LF 15' CPEP SO O 0.2
n IF V CKP SO O 3.471
O%
DEMO EX 24' CAP NE MATCH E
W/MEW 24'
IE :14.02
RM . 19.02
E = 14.02 (24" E)
Ceat TYPE 1, W/STD GRATE
RM 1&99
IE 16.74 (8" E)
48' STD. GRATE --
RM = 19.97
16.55 (15" S). CRO, TYPE 1. W/STD GRATE
IE 16.55 (8' W) RM = 19.00
16.55 (15' N) E = 16.56 (8' E)
I I
I Bill
Oki IIIINNi
J RM = 420,
-
9CONBtl CLE/NOIR 11130DLW-A CLEANOUT IE = 11.56 (24'
4" WYE 21 F 24" CPEI
E .1756 (6' S) 17.60 RGA = egg PRIVATE WET VAULT SD O -14.431
IE = 17.56 (6' N) 17.69 IE = 1794 (4" NE) TO MEET BASIC WATER QUALITY
DOW-% CLFANWTDELETED 1E = 17.94 (6' S) REQUIREMENTS PER 2009
FIM = 2082 E = 1756 (6' W) 17.54 KCSWDM SEE DETAILS ON SHT WALTHETA SUBMERGEO
E = 17.55 (8" S) C1.5-5 RIM = 2052
E = 1&05 (4" NE) E = 1156 (24' N)
E = 17.53 (8' W)
48 15' CPEP SD O 2.
401 CLEANOUT 07981. TYPE 1. W/STD GRATE
e WWRIM = 20.97
IE = 1&55 (15' E)
RIM = 20.96 IE = 18.55 (15' W)
IE = 1&19 (4' S)
SIPHONIC ROOF DRAINS AS PER
IDRF 6
42 lF IS' CPEP 1.35% /
FF EL=25.0
03M, TWE 2. 48' W/STD GRATE TO VENTI
FG+ 0.28 CONNECT TO SIP110NIC ROOF
DRAINAGE. [Em 19.12 SEE P101
RNA = 22.28
E = 19.12 (15" Y)
IIIIIIIIIIIY
MATCHLINE: SEE SHEET C1.5-2
AS -BUILT
CPEP
IKEA PROPERTY INC
420 ALAI WOOD ROAD
CONSHOHOCKEN. PA 19428
CONTACT: DWIGHT E. SLATON
CONSTRUCTION MANAGER
P: (610) 834-0180; DELL 3113-549-4623
E: DN TYATtINLIKM=M
ENGINEER:
BARGHAUSEN CONSULTING ENGINEERS
18215 72ND AVENUE SOUTH KENT,
WA 98032
CONTACT: AY GRUBB. PE
(425)251-6222
1TrT.
IL TYPE 2-48' "
STD. GRATE
I = 19.97
= 16.29 (15' S)
16.29 (8" W)
16.29 (I8" ME)
ii
LF Ir CPEP SO O
mP�G,HA(i��Z
O
sm
9'
OXrYNG EN GVVAO�
IE
O( TYPE 1,W/OPEN
ME AND GRATE
= 20.36
1632 (8 SE)
Io
0 I�
0 1. CPEP•�
D O LAIRnn Ic
�.
(SO, TWE 2-60"
W/ SOLID COVER
RIM = 21.08
E = 15.73(18'S1
E = 15.73(15"E)
E = 16.02 (8" MW
E = 15.73 (24' S1
I
IE 14.54
CURB GAGE
�24 LF 2' HV SO O 17.608
160 16 IPSO O O1=
48'
RIM21TE
5
= 1&05 15' E)
IE = 16.05 (15" W)
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
CNIL STORM DRAINAGE PLAN
IKEA REDEVELOPMENT. RENTON. WA.
I"=40'
R-3847111
0
Z
O
W
0
m
AS -BUILT NOTB VBIMAL DATM
__
_Lp"d
THIS CONSTRUCTION RECORD DRAWING IS A COPY OF A CAD FILE PREPARED BY BARGHAUSEN CITY OF RENTON, NAVD 88
CONSULTING ENGINEERS AND HAS BEEN EDITED TO REFLECT FIELD VERIFIED INVERT AND RIM
CALL 2 WORKING DAYS ELEVATIONS OF THE STORM, SANITARY SEWER AND WATER MAIN SYSTEMS. FIELD VERIFIED INVERT AND
RIM ELEVATIONS WERE OBTAINED BY DEACON AID NORTHWEST CONSTRUCTION IN AUGUST 2017. A 8MCHAAW,
BEFORE YOU DIG' FIELD SURVEY BY BARGHAUSEN CONSULTING ENGINEERS WAS ASO CONDUCTED IN OCTOBER 2017. CITY OF RENTON CONTROL THE ON-SITE PRIVATE STORM DRAINAGE FACILITIES AND PUBLIC/PRNATE WATER AID SEWER SYSTEMS POINT NO. 1864 WAS HELD
ZWERE
INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AID THE DOCUMENTED FIELD FOR ELEVATION, BEING$11
REVISIONS AND FUNCTION AS INTENDED. 19.488 FEET (NAVD88)
CPEP
IKEA PROPERTY INC
420 ALAI WOOD ROAD
CONSHOHOCKEN. PA 19428
CONTACT: DWIGHT E. SLATON
CONSTRUCTION MANAGER
P: (610) 834-0180; DELL 3113-549-4623
E: DN TYATtINLIKM=M
ENGINEER:
BARGHAUSEN CONSULTING ENGINEERS
18215 72ND AVENUE SOUTH KENT,
WA 98032
CONTACT: AY GRUBB. PE
(425)251-6222
1TrT.
IL TYPE 2-48' "
STD. GRATE
I = 19.97
= 16.29 (15' S)
16.29 (8" W)
16.29 (I8" ME)
ii
LF Ir CPEP SO O
mP�G,HA(i��Z
O
sm
9'
OXrYNG EN GVVAO�
IE
O( TYPE 1,W/OPEN
ME AND GRATE
= 20.36
1632 (8 SE)
Io
0 I�
0 1. CPEP•�
D O LAIRnn Ic
�.
(SO, TWE 2-60"
W/ SOLID COVER
RIM = 21.08
E = 15.73(18'S1
E = 15.73(15"E)
E = 16.02 (8" MW
E = 15.73 (24' S1
I
IE 14.54
CURB GAGE
�24 LF 2' HV SO O 17.608
160 16 IPSO O O1=
48'
RIM21TE
5
= 1&05 15' E)
IE = 16.05 (15" W)
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
CNIL STORM DRAINAGE PLAN
IKEA REDEVELOPMENT. RENTON. WA.
I"=40'
R-3847111
0
Z
O
W
0
m