HomeMy WebLinkAboutR-417741n
n
v
Q'
30
W
~
20
10
0
-10
-20
10+00
1124-18
SADDLE MANHOLE - 48"
RIM = 19.36
IS (IN) = 13.94 (15" EX GONG S)
IE (OUT) = 12.70 (18" HDPE W)
30
FINISHED GRADE
AT � OF PIPE
20
EX GRADE
FINISHED GRADE
SEE APRON R
17 E% STORM AT @ OF PIPE
AT q OF PIPE
PLANS FOR
26LF 18" HDPE 18° STORM
6" EX. ELF
(ANN)
12" STORM
18° STORM
6
CONTINUATION
® 0.209. 24LF 18" HDPE 0 0,20%
6" FIRE
MEN
immomp
58LF 30" HDPE ® 0.18% 45LF 30` HDPE ® 0.20%
13OLF 30" HDPE
0 020%
1
2 3 335LF 30" HOPE 0 0.21%
' I
POWER
5
1122-18 1
AIR
SDMH TYPE 3 - 48" 1120-18
4
RIM = 19.47 SDMH TYPE 3 - 54"
IF (IN) = 12.60 (18" HOPE S) E RIM = 19.67
WATER
1092-18
SDMH TYPE 3 - 54"
1093-18
IE (= IF (IN) = 15.00 (12- HDPE S)
(18" HDPE W)
RIM = 19.09
SDMH TYPE 3 -
T) 12.2.60 (30° HDPE NIE (IN) 12.40 (30" HDPE E)
IE (OUT)
IF (IN) = 12.12 (30" HOPE 5)
RIM = ???
???)
1121-18 IE (OUT) = 12.40 (30" HDPE N)
IE (OUT) = 11.39 (30° HDPE NW)
IS (IN) 11.13 (30" HDPE SE)
SDMH TYPE 3 -
RIM = 18.96
IF (OUT) = 11A3 (30° HDPE N)
3054"
1123-18
IE (IN) = 12.49 (30" HDPE S)
30" PVC DRAIN
IE (OUT) = 12.49 (30° HDPE W)
W/SOLID LOCKING LID
RIM = 19.49
IS (IN) = 12.65 (18" HDPE E)
IE (OUT) = 12.65 (18" HDPE N)
EX GRADE
AT iOF
10
1129-18
24" PVC DRAIN
W/HERRINGBONE GRATE
PROVIDE 2' SUMP
0
RIM = 18.75
IE (OUT) = 15.70
(12" HDPE S)
1128-18
30" PVC DRAIN
-10
W/SOLID LOCKING LID
RIM
= 18.86
IE (IN)
= 15.54 (12"
HDPE N)
IS (IN)
= 15.27 (12°
EX DI S)
IF (OUT)
= 15.27 (12"
HOPE W)
-20
0+00
30
20
10
11
-10
-20
10+00
11+00 12+00
1124-18 TO 1093-18
SEE SHEET C501-6A THROUGH C601-6C
1
•LF 18" HOPE u E F'. _me 0
-MILLI_- !1■_ �- 1
��SUMMER - 15.18
1
1126-18
SADDLE MANHOLE
- 48"
11
RIM
= 19.55
70LF z"
HDPE ® 0.20%
0
IS (IN) = 14.95 (12" EX
CONC S)
IE (IN) = 15.13 (12-
HDPE E)
IE (IN) 15.00 (12°
HDPE N)
18° STORM
IE (OUT) = 14.95 (18"
HDPE W)
1
4900-14
1125-18
EXIST CB TYPE 1
30" PVC DRAIN
RIM = ???
-10
W/SOLID LOCKING LID
IS (IN) = 13.72
(12" E% CONC S)
RIM = 19.71
IF (IN) = 16.50 (8" EX DI W)
IF (IN) =
1C89 (18° HDPE E)
IE (OUT) = 13.72
(12° EX HDPE N)
IS (IN) =
13.15 (12" HDPE SW)
IS (OUT) = 13.28 (12° HDPE NE)
IE (OUT) =
13.13 (18" HDPE N)
-20
1+00
2+00
2+60
1129-18
TO
490D-14
SEE SHEET
C501-6C
10
EX
AT
GRADE
@ OF PIPE
EX GRADE
AT � OF PIPE
r
EX.
POWER
12
-
--
T
I 46LF
8" DI 0 0.210%
44LF
8" DI @ 0,20%
'
'
476-18
11
8"
EX. FW
CB TYPE
1
74LF 8" DI 0 0.30%
15" STORM
PROVIDE
2' SUMP
474A-18
RIM = W9
CB
TYPE 1
IS (IN) =
17.05 (8° DI E)
PROVIDE 2'
SUMP
IE (IN) =
17.44 (6" EX CI S)
RIM
= 1??
IE (OUT)
= 17,05 (8" DI N)
IE (IN)
= 16.74 (8" DI E)
IS (IN) = 16.74
(12 CONC S)
IF
(OUT) = 16.74
(12" CONC N)
47BA-18
CB TYPE 1
476A-18
PROVIDE 2'
SUMP
CB TYPE 1
RIM = ???
PROVIDE 2SUMP
IE (IN) =
17.15 (8" SLOT
DRAIN S)
RIM = ???
IS (OUT) =
17.15 (8°
DI W)
IE (IN) = 16.97 (8"
DI S)
IE (OUT) = 16.96
(8" DI W)
11 +00
478A-18 TO 474A-18
SEE SHEET C501-61)
WSP AC
"(
3330I 9NA eX tl
CALL 48 HOURS
1
I
300
w ai
fetl:( Wry, 9B0012Kb
BEFORE YOU DIG
1-
o )431-2250
1-QDB-424-.>SrJ.>
FAX: (i(6)431-E350
FAX:(�)
SYM
RENSION
SY
APPROVED
MM
ORIG
APRON R - CENTRAL
C180242
WSP
SPT
I 07/09/21
R&190N
30
20
10
I
-10
-20
11+80
BY I APPROVED I DATE
13+00
30
20
10
I
-10
EX GRADE
AT @ OF PIPE
-FINISHED GRADE
57LF
12
AT OF PIPE
1126-18
SADDLE MANHOLE - 48"
RIM = 19.55
IF (IN) = 14.95 (12" EX GONG S)
IS (IN) = 15.13 (12" HDPE E)
IS (IN) = 15.00 (12" HDPE N)
IE (OUT) = 14.95 (18" HOPE W)
1127-18
SAFE DRAIN
RIM = 18.75
IF (OUT) = 15.12 (12` HDPE S)
14+00
30
20
SUMMER - 15.18
WINTER - 13.18
10
0
-10
-20
14+28
30
HDPE 0 0.20%
20
SUMMER - 15.18
10
9
-10
-20 -20
3+00 3+67
1127-18 TO 1126-18
SEE SHEET C501-6C
BOOFF
WINTER - 13.18
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
APPROVED�PTTC
GENERAL NOTES
1, HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE,
NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL
DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH
AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET.
2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC
APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS
OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL
BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE
GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF
CONSTRUCTION.
3. REMOVE SECTIONS OF ABANDONED PIPES AS REQUIRED WHEN IN CONFLICT WITH
NEW STORM CONDUIT. SEE PIPE ABANDONMENT PROCEDURE ON SHEET C501-18.
4. PROVIDE 6" MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM CROSSINGS
5. PROVIDE ETHAFOAM BETWEEN PIPES WHERE 6" MINIMUM CLEARANCE CANNOT BE
ACHIEVED
6. SEE GENERAL NOTES ON SHEETS C501-1B.
7. ® UTILITY CROSSING. SEE PIPE CROSSING TABLE ON SHEET C501-6G
PIPE ABANDONMENT
1. REMOVE SECTIONS OF ABANDONED PIPES AS REQUIRED WHEN IN CONFLICT WITH
NEW STORM CONDUIT. SEE PIPE ABANDONMENT PROCEDURE ON SHEET C501-11E.
20 0 20 40
HORZONTAL:
scale feet
10 0 10 20
VERTICAL:
scale feet
[CIVIL PER
E
STORM DETAILS
APRON R - CENTRAL
RENTON SITE
MASTER S 11 RENTON, '
R-4177041
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEMWNEMEMINEMIM O
ichavez 08/25Y2021
C160242U N I b 07/09/21
;501-6E C41
COMP
C 180242
RTN-YD-0501-6E