HomeMy WebLinkAboutR-417748n
En
V
C
LLl
■
I
I
■
F MIN
#4 EPDXY COATED REBAR
0 12" O.C. EA. WAY, TOP & BOTTOM,
UNLESS OTHERWISE NOTED
(3) M4 EPDXY COATED REBAR
0 3.5" EA WAY (4 PLACES)
PROVIDE DOWELED
CONSTRUCTION JOINT AT
PERIMETER (TYR)
�24" NYLOPU+ST BASE PLATE AND
24" x 20" FRAME CAST INTO
CONCRETE COLLAR
#4x4.5' EPDXY COATED REBAR TYR.
TOP & BOTTOM (4 PLACES)
3" MIN (TYR)
24" x 20" FRAME W/BASE PLATE PLAN VIEW
10'
MIN
�10' MIN
30" CIRCULAR FRAME PLAN VIEW
XY COATED REBAR
C.C. EA. WAY, TOP & BOTTOM,
OTHERWISE NOTED
EPDXY COATED DEBAR
EA. WAY (4 PLACES)
FOXY COATED REBAR TYP.
BOTTOM (4 PLACES)
CULAR FRAME CAST
NCRETE COLLAR
DOWELED
JCTION JOINT AT
ER (TYR)
�10' MIN
10
MIN
_
7
f���7ff=ffl
\\_-//
30"x30" SQUARE FRAME PLAN VIEW
#4 EPDXY COATED DEBAR
0 12" O.C. EA. WAY, TOP & BOTTOM,
UNLESS OTHERWISE NOTED
(2) #4 EPDXY COATED DEBAR
0 3.5" EA. WAY (4 PLACES)
¢4x4'-6" EPDXY COATED REBAR TYP.
TOP & BOTTOM (4 PLACES)
-30"x3O" SQUARE FRAME
CAST INTO CONCRETE
COLLAR
-PROVIDE DOWELED
CONSTRUCTION JOINT AT
PERIMETER (TYP)
MIN (TYP)
24' NYLOPLAST BASE PLATE AND
PROVIDE DOWELED
24" x 20" FRAME CAST INTO
PROVIDE DOWELED
2-1/2" MIN CLR (TYP)
PROVIDE DOWELED
2-1/2" MIN CLR (TYP)CONSTRUCTION
CONCRETE COLLAR
CONSTRUCTION
CONSTRUCTION
CEMENT
JOINT (TYR)
CEMENT
CEMENT
JOINT (TYP)
CEMENT
CEMENT
JOINT (TYR)
CEMENT
CONCRETE
CONCRETE
CONCRETE
CONCRETE
CONCRETE
PAVEMENT
WAY, EPDXY COAT D
14.5" PCC PAIF= WMENT
-CONCRETE J
PAVE
WAY®EPO%YO COATED
14.5" PCC PAVEMENT
PAVEMENT
WAY®EPDXY COATED
14.5" PCC PAVE- EMENT
p
'-
12° CSBC'
i -'T
1" MIN
2" MAX
12' LSBC
DIAGONAL 4
BARS
2-1/2" MIN CLR (TYR)
2-1/2` MIN CLR
(TYP)
2-1/2" MIN CLR
(TYR)
2-1/2" MIN OUR (TYP)
DIAGONAL #4
BARS
30' FRAME CAST INTO
CONCREFE COLLAR
DIAGONAL #4
BARS
AC-30.
36' NYLOPLAST BASE PLATE AND
24" PVC
DRAIN
VOO" FRAME CAST INTO
CONCRETE COLLAR
30" PVC
DRAIN
PVC DRAIN
SECTION 1A
SECTION 113
SECTION 1 C
5' MIN
24"x24" SQUARE FRAME
CAST INTO CONCRETE
,COLLAR
1E �❑I J
\J MIN L - - #4 EPDXY COATED DEBAR
0 10" O.C. EA, WAY
2 1/2MIN (TYP)
24"x24" SQUARE FRAME PLAN VIEW
6" PCC PAVEMENT
SECTION WITH 6" CSBC #4 0 10" O.C., EA
WAY, EPDXY COATED
2-1/2" MIN CLR (TYP)� / \ FINISHED GRADE
EXISTING CB TYPE 2 W/SQUARE
SECTION 1 E ADJUSTMENT SECTIONS AS REQUIRED
CONCRETE COLLAR NOTES:
L CRUSHED SURFACING BASE COURSE (CSBC)
SHALL BE COMPACTED TO AT LEAST 95% OF
MAX. DRY DENSITY PER ASTM D-1557.
2. CONCRETE PAVEMENT SHALL MATCH PAVEMENT
REQUIREMENTS SHOWN ON THE PANNG PLANS.
3. SEE STRUCTURE AND PIPE BEDDING DETAILS FOR
ADDITIONAL INFORMATION.
4. FOR ADDITIONAL REQUIREMENTS SEE THE
GENERAL NOTES ON SHEET C501-1B.
�10' MIN
��IFI
10'
MIN
ITT
y
VVIIi❑
3"
RECTANGULAR FRAME PLAN VIEW
W4 EPDXY COATED RERAN
0 12" O.C. EA. WAY, TOP & BOTTOM,
JNLESS OTHERWISE NOTED
;3) #4 EPDXY COATED REBAR
9 3.5" EA WAY (4 PLACES)
10'
)<'4x4' EPDXY COATED REBAR TYP. MIN
TOP & BOTTOM (4 PLACES)
1G
I
14" x 20° FRAME CAST
NTO CONCREFE COLLAR
3ROVIDE DOWELED
DONSTRUCTION JOINT AT
'ERIMETER (TYR)
N (TYP)
PROVIDE DOWELED
CONSTRUCTION JOINT (TYR) CEMENT
2-1/2" MIN CLR TYP) CONCRETE
1 PAVEMENT,
{ 7DIAGONAL #4 BARS 145" PCC- I
S ro:
- 12 CSBC '.
2 1/2" MIN CLR (TYP)
EXISTING TYPE 1 CATCH BASIN
TO BE ADJUSTED TO GRADE
#4 EPDXY COATED REBAR
SECTION 1 F BOTTOM,OUNLESS OTHERWISE NOTED
u IAc MODIFIED CONCRETE COLLAR DETAILS
3M=� C50j �1SCALE: NTS
a ArYrv,
CALL 48 HOURS r aI WW, WAWOo 2MC C501-58
BEFORE YOU DIG reL:(m5)431-BOO C501-5C
1-800424-5555 FM: F�1431-2250
SYM RENSION SY APPROVED ME SYM REVISION BY APPROVED MTE
CRIS APRON R - CENTRAL C180242 I WSP I SPT 07/09/21
�10 MIN
t
-Hf
�1-1
TT
ITT
�I
�j''�-�-+��TT
+
I
f
I
TT
3°
24%24" SQUARE FRAME PLAN VIEW
#4 EPDXY COATED REBAR
0 12" O.C. EA. WAY, TOP &
BOTTOM, UNLESS OTHERWISE NOTED
(3) #4 EPDXY COATED REBAR
0 3.5" EA. WAY (4 PLACES)
#4x4' EPDXY COATED REBAR ttP.
TOP & BOTTOM (4 PLACES)
24'x24" SQUARE FRAME
CAST INTO CONCRETE
COLLAR
PROVIDE DOWELED
CONSTRUCTION JOINT AT
PERIMETER (TYP)
N (TYP)
#4 0
12" O.C., EA
CEMENT
CONCRETE
PROVIDE DOWELED
WAY,
EPDXY COATED CEMENT
CONCRETE
CONSTRUCTION JOINT
(TYR)
PAVEMENT
II
2-1/2' MIN CLR
(TYR)
14.5"
PAVEMENT
PCC
0.5°
c
MIN
2-1/2" MIN CLR (TYP)JTj
DIAGONAL #4 BARS
SECTION 1 G
AIRCRAFT RATED SDMH TYPE 3
W/SQUARE ADJUSTMENT
SECTIONS AS REQUIRED
ACCEPTABILITY
THIS DESIGN AND/OR
SPECIFICATION IS APPROVED
APPROVED�PTTC
1D
�10' MIN
MINI'
t
�\
O
#4 EPDXY COATED DEBAR
0 12" O.C. EA. WAY, TOP &
BOTTOM, UNLESS OTHERWISE NOTED
-(3) #4 EPDXY COATED REBAR
0 3.5" EA WAY (4 PLACES)
�#44' EPDXY COATED REBAR TYP.
JTOP & BOTTOM (4 PLACES)
�24" CIRCULAR FRAME CAST
INTO CONCRETE COLLAR
1
PROVIDE DOWELED
CONSTRUCTION JOINT AT
PERIMETER (TYP)
3" MIN (TYR)
24"
CIRCULAR
FRAME
PLAN
VIEW
If4 0 12"
O.C., EA
CEMENT
CONCRETE
PROVIDE DOWELED
WAY, EPDXY
COATED CEMENT
CONCRETE
CONSTRUCTION JOINT
(TYP)
PAVEMENT
PAVEMENT
2-1/2" MIN CLR
(TYR)
14.5" PCC
r7
a.G
20.5°
•6
a.e
MIN
J_
-
MIN
BC,
2-1/2" MIN CLR (TYR)-J -V� I -V�
DIAGONAL4 BARS AIRCRAFT RATED SDMH TYPE 3
W/CIRCULAR ADJUSTMENT
SECTIONS AS REQUIRED
SECTION ID
PIPE BEDDING NOTES:
1. ALL SACKFUL MATERIAL SHALL BE PLACED IN LOOSE
LAYERS OF NOT MORE THAN 6" DEPTH AND
COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER
ASTM D1557.
2. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL
NOTES ON SHEETS C501-IA AND C501-1B.
3. IF TRENCH SUBGRADE IS DETERMINED TO BE
UNSUITABLE BY THE GEOTECHNICAL ENGINEER DURING
CONSTRUCTION, PROVIDE GEOTEXTILE FABRIC FOR
SUBGRADE STABILIZATION AS DIRECTED BY THE BOEING
CONSTRUCTION MANAGER PER THE GEOTECHNICAL
ENGINEER'S RECOMMENDATIONS.
4. MINIMUM COVER OVER PIPE AS SHOWN IS REQUIRED TO
PREVENT BOTH SHORT AND LONG TERM DEFLECTION
DUE TO LOADING ON HOPE PE3408 WITH AN SDR OF
17 AND THE DESIGN LOADS SHOWN ON SHEET
C501-1C. CONTRACTOR SHALL PROVIDE ALTERNATIVE
METHOD OF PIPE AND TRENCH PROTECTION IF THE
MINIMUM TEMPORARY COVER REQUIREMENT CANNOT BE
ACHIEVED.
5. VARIABLE HIGH GROUND WATER CONDITIONS ARE
PRESENT THROUGHOUT THE SITE. DEPTH TO
GROUNDWATER IS TIED TO LAKE WASHINGTON WATER
LEVEL WHICH VARIES SEASONALLY. BUOYANT FORCES
ACTING ON PIPE WILL VARY WITH LAKE LEVEL AND
PAVEMENT CONDITIONS THROUGHOUT CONSTRUCTION.
SEE DETAIL ON SHEET C501-6L FOR PIPE ANCHORING
REQUIREMENTS.
I 981 21m, F:TKa,1011DIa
6" MIN
PIPE
OUTSIDE
6" MIN
GEOTE%TILE FOR
AS REQUIRED FOR
OVEREXCAVATION.
SEE NOTE 2.
QUARRY SPALLS FOR
AS REQUIRED FOR
OVEREXCAVATION.
SEE NOTE 2.
1 TYP. PIPE BEDDING SECTION
C501-GA SCALE: INTO
�-6
C501-6B
C501-6C
C501-6D
9Aacra,ImizKyiKn,Nn111111!
(HOPE)
PAVEMENT, SEE PAVEMENT SECTIONS
CSBC, SEE PAVEMENT SECTIONS
& • 14 1/OVER
° MIN SEE NOTES
m o
9 1/2° MIN
6" MIN
MIN TRENCH WIDTH
FOR PIPE DIAMETER < OR 15",
WIDTH = PIPE DIA + 30"
FOR PIE DIAMETER > 15";
WIDTH = (PIPE CIA X1.5) + 18"
[CIVIL PERMIT
E
STORM DETAILS
APRON R - CENTRAL
RENTON SITE
MASTER S 11 RENTON,'
PIPE
OUTSIDE
MIN
12" MIN
_ OVEREXCAVATION
AS REQUIRED
SEE NOTES (TYR)
PIPE BEDDING PER
WSOOT 9-03.12(3)
R-41770481
IN COMPLIANCE WITH CITY OF RENTON STANDAROS
C180242 U KID 07/09/91
501-6M DMP C48
C 180242
RTN-YD-0501-6M