HomeMy WebLinkAboutR-385808111
CITY OF F =M.NTON DRAINAGE NOTES
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRECONSTRUCTION
MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER.
z 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 2012 STANDARD SPECIFICATIONS
0 af
FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE
AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON
z
FRAME AND VANED GRATE
"?01
>
"OR 12"
PIPE ALLOWANCES
PIPE MATBRiAL
sem
_
DLAMaTm
REINFORCED OR
i12"
PLAIN CONCRETE
I BASIN
ALL METAL PIPE
151.
- --------------- ----------------
CPSSP*
12
(STD. SPEC. 9-05.20)
WALL
SOLID WALL PVC
15"
(STD. SPEC. 9-05.12(1))
FRAME AND VANED GRATE
PROFILE WALL PVC
1 5,
(STD. SPEC. 9-05.12(2))
KNOCKOUTS SEPARATE BASE INTEGRAL BASE
CORRUGATED POLYETHYLENE
a I croun I
LADDER PROVIDE UNIFORM CONTACT,
STORM SEWER PIPEV THE SURFACE AREA OF THE BASE SECTION MUST DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
BE GROUTED TO THE B0170M AREA OF THE
_.ONE-- ADJUSTMENT SECTION. ADJUSTMENT SECTION
ONE #3 BAR HOOP FOR 6" HEIGHT 6. ALL SEDIMENTATION/EROS ION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND
TWO #3 BAR HOOPS FOR 12" HEIGHT BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL
RECTAN04JLAR ADJUSTMENT SECTION CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
26
7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO
MORTAR FILI� REINFORCING STEEL (TYP.)
OZ�ro) _E�
GRAVEL BACKFILL FOR
in OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY
NOTES PIPE ZONE BEDDING
THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
J
1 As acceptable alternatives to the rebar shown in the PRECAST BASE 6"�' �\ �%
X01-
O SECTION, fibers (placed according to the Standard Specifications), or SEPARATE BASE INTEGRAL BASE 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN
wire mesh having a minimum area of 0.12 square inches per foot shall CAST -IN-PLACE
PRECAST WITH RISER
be used with the minimum required rebar shown in the ALTERNATIVE CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE
PRECAST BASE SECTION. Wire mesh shall not be placed in the 'O'RING -
ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY
knockouts.�' J
#3 BAR EACH CORNER----//
SECTION.
2. The knockout diameter shall not be greater than 20". Knockouts shall GRAVEL BACKFILL FOR
PIPE ZONE BEDDING
have a wall thickness of 2" minimumto 2.5„ 6
minimum gap between the knockout wail and the outside of the pipe.
I A! NAfter the pipe is installed, fill the gap with joint mortar in accordance SEPARATE BASE
#3 BAR EACH SIDE with Standard Specification 9-04.3. PRECAST
>
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
#3 BAR EACH WAY 4. The frame and grate must be installed with the flange down,
PRECAST BASE SECTION 5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7 All ick" h^Incshnll kn "f A f 11 4- Ilk b; k k 1 A
<
CATCH
- CATCH BASIN FRAME AND VANED GRATE (DETAIL 204.00)
41
PUBLIC WORKS DEPARTMENT.
I BASIN
z
1<
;0
- HANDHOLD
BASE REINFORCING STEEL
3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE
WALL
BASE KNOCKOUT
N
RECTANGULAR ADJUSTMENT SECTION
OR CIRCULAR ADJUSTMENT SECTION
FRAME AND VANED GRATE
APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC WORKS DEPARTMENT. ANY
THICKNESS
SIZE
KNOCKOUTS SEPARATE BASE INTEGRAL BASE
GROUT. TYPICAL (SEE NOTE 5)
4"
DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY
36"
z
<
z
0.23 0.15
FLAT SLAB TOP
27'
OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
42"
z4.
0.19 0.19
60"
51,
A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
48"
8.
0.25 0.25
72"
6"
CONSTRUCTION IS IN PROGRESS.
60"
0
7
48", 54", 60', 72", 84- OR 96"
81.
5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988
72"
<
U')
-----
0.39 0.29
MORTAR (TYP.)
7,
1; 1
SEE NOTE 4
CLEAN SURFACE AND BOTTOM AREA.
METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991
METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS
CORRUGATED POLYETHYLENE
a I croun I
LADDER PROVIDE UNIFORM CONTACT,
STORM SEWER PIPEV THE SURFACE AREA OF THE BASE SECTION MUST DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS.
BE GROUTED TO THE B0170M AREA OF THE
_.ONE-- ADJUSTMENT SECTION. ADJUSTMENT SECTION
ONE #3 BAR HOOP FOR 6" HEIGHT 6. ALL SEDIMENTATION/EROS ION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND
TWO #3 BAR HOOPS FOR 12" HEIGHT BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL
RECTAN04JLAR ADJUSTMENT SECTION CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED.
26
7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO
MORTAR FILI� REINFORCING STEEL (TYP.)
OZ�ro) _E�
GRAVEL BACKFILL FOR
in OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY
NOTES PIPE ZONE BEDDING
THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION.
J
1 As acceptable alternatives to the rebar shown in the PRECAST BASE 6"�' �\ �%
X01-
O SECTION, fibers (placed according to the Standard Specifications), or SEPARATE BASE INTEGRAL BASE 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN
wire mesh having a minimum area of 0.12 square inches per foot shall CAST -IN-PLACE
PRECAST WITH RISER
be used with the minimum required rebar shown in the ALTERNATIVE CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE
PRECAST BASE SECTION. Wire mesh shall not be placed in the 'O'RING -
ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY
knockouts.�' J
#3 BAR EACH CORNER----//
SECTION.
2. The knockout diameter shall not be greater than 20". Knockouts shall GRAVEL BACKFILL FOR
PIPE ZONE BEDDING
have a wall thickness of 2" minimumto 2.5„ 6
minimum gap between the knockout wail and the outside of the pipe.
I A! NAfter the pipe is installed, fill the gap with joint mortar in accordance SEPARATE BASE
#3 BAR EACH SIDE with Standard Specification 9-04.3. PRECAST
>
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
#3 BAR EACH WAY 4. The frame and grate must be installed with the flange down,
PRECAST BASE SECTION 5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7 All ick" h^Incshnll kn "f A f 11 4- Ilk b; k k 1 A
V. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A VNUFtXL PREPARED FOUNDATION IN
BASE SECTION ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL
NOTES AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO
THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE,
1 THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF
GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT
THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED, AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING
3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR 1-0 PLACEMENT SHALL 0 r- INCHES OVER Aki Oki Olt!)
W e aI V cxa " CIO vv" P OLA; 4, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND,
U UNDER V.0 L.
5. ADJUSTMENT SECTION SHAH BE GR UTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONISHRINK GROUT
1 8. All grade rings and castings shall be set in mortar in accordance with
< Standard Specification 9-04.3. NOTES
1. No steps are required when height is 4' or less.
2. The bottom of the precast catch basin may be sloped to facilitate cleaning.
#3 BAR EACH CORNER
18" MIN. 3. The rectangular frame and grate must be installed with the flange down.
The frame may be cast into the adjustment section.
4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide
#3 BAR HOOP
a 1.5" minimum gap between the knockout wall and the outside of the pipe. After
the pipe is installed, fill the gap with joint mortar in accordance with Standard
JL ry{jSpecification 9-04.3.
POPE
CATCH
BASIN
DIMENSIONS
CATCH
I BASIN
BOLT-DOWN HOLE (TYP.)
5/8" - 11 NC, SEE
DETAIL & NOTE 2
L
MAXIMUM
MINIMUM
BASE REINFORCING STEEL
BASIN
WALL
BASE KNOCKOUT
DISTANCE
BETWEEN
in2/ft. IN EACH DIRECTION
DIAMETER
THICKNESS
THICKNESS
SIZE
KNOCKOUTS SEPARATE BASE INTEGRAL BASE
48"
4"
6"
36"
8"
0.23 0.15
54"4.5"
27'
8"
42"
8l'
0.19 0.19
60"
51,
81,
48"
8.
0.25 0.25
72"
6"
8"
60"
12"
0.35 0.24
84"
81.
12"
72"
---------- _
12"
-----
0.39 0.29
96"
8"
12"
84"
12"
0.39 0.29
V. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A VNUFtXL PREPARED FOUNDATION IN
BASE SECTION ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL
NOTES AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO
THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE,
1 THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE GROUTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF
GUTTER, DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS GIVEN BY PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT
THE ENGINEER TO GROUT IN PLACE IN ACCORDANCE WITH APWA STANDARD SPECIFICATION 7-05.3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED, AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING
3. A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR 1-0 PLACEMENT SHALL 0 r- INCHES OVER Aki Oki Olt!)
W e aI V cxa " CIO vv" P OLA; 4, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y2 BOND,
U UNDER V.0 L.
5. ADJUSTMENT SECTION SHAH BE GR UTED WATERTIGHT TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH NONISHRINK GROUT
1 8. All grade rings and castings shall be set in mortar in accordance with
< Standard Specification 9-04.3. NOTES
1. No steps are required when height is 4' or less.
2. The bottom of the precast catch basin may be sloped to facilitate cleaning.
#3 BAR EACH CORNER
18" MIN. 3. The rectangular frame and grate must be installed with the flange down.
The frame may be cast into the adjustment section.
4. Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide
#3 BAR HOOP
a 1.5" minimum gap between the knockout wall and the outside of the pipe. After
the pipe is installed, fill the gap with joint mortar in accordance with Standard
JL ry{jSpecification 9-04.3.
6. GROU' ING BETE ADJUSTMENT SECTION SHALL BE WA I ER I IGH 1. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL
7. GROUT IS TO BE NOWSHRINK TYPE GROUT MEETING TFII:__ REQUIREMENTS Of. ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR
MAXIMUM PERCENT DRY SHRINKAGE- THE MINIMUM COMPRESSIVE STRENGTH SHAI 1, RIF 4,000 PSI AT 7 DAY PER APANA STANDARD HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
SPECIFICATION 9-20.3
8. PICK / LIFTING H0I..FS ARF TO BE GiROUTF0 WATFR TIGJF-I1'_ 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY
STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK.
12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE
ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON
5. All grade rings, risers, and castings shall be set in mortar in accordance with j,� Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20) PLANNING/ BUILDING/ PUBLIC WORKS ADMINISTRATOR.
SEE NOTE 1 Standard Specification 9-04.3. 2 (Std. Spec, 9-05.12(l))
ALTROMATIVE PMCAST BASE SECTION 3: (Std. Spec. 9-05.12(2)) 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF
SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE
FOLLOWING SPECIFICATIONS:
NTS NTS NTS 4 - 8 INCH ROCK 40 - 70% PASSING;
COR STD PLAN 200.00 CB TYPE I COR STD PLAN 201.00 CB TYPE 2 2 COR STD PLAN 202.00 CB INSTALLATION 3 2 - 4 INCH ROCK 30 - 409 PASSING; AND LESS THAN 2 INCH ROCK / 10
20% PASSING.
15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM
DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER
UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS
DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION.
291/4" 24" 1 A 14ZCI IAkIrr* r)C TWC' Ql ill r)lklr-% r)D r%r1Kl4ZTDl lr%Tlf)ki D9:7DkAlT4Z 92V TLJC7 r%lTV r)C DlZMTrNkl r)f)CC
z
- ---------- - - ----
NOTES
POPE
ALLOWANCES
CATCH
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
I BASIN
BOLT-DOWN HOLE (TYP.)
5/8" - 11 NC, SEE
DETAIL & NOTE 2
L
ALL
M
M
SOLID
PROFILE
DIAMETER
CONCRETE
METAL
CPSSP.
WALL
WALL
(40A
M
I
PVC: 2-;
PVC 3
48"
24"
30"
24- 1
27'
30"
54"
30"
36"
30" 1.
27"
36"
60"
36"
42"
36- 1
36'
42"
72"
42"
54"
42"
36'
48"
84"
I
!A
60"
54" 1
I
36"
48"
6 1
96"
60"
60" 1
36'
48"
6. GROU' ING BETE ADJUSTMENT SECTION SHALL BE WA I ER I IGH 1. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL
7. GROUT IS TO BE NOWSHRINK TYPE GROUT MEETING TFII:__ REQUIREMENTS Of. ASTM 157 PER APWA STANDARD SPECIFICATION 9-20.3 FOR
MAXIMUM PERCENT DRY SHRINKAGE- THE MINIMUM COMPRESSIVE STRENGTH SHAI 1, RIF 4,000 PSI AT 7 DAY PER APANA STANDARD HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE.
SPECIFICATION 9-20.3
8. PICK / LIFTING H0I..FS ARF TO BE GiROUTF0 WATFR TIGJF-I1'_ 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY
STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK.
12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE
ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON
5. All grade rings, risers, and castings shall be set in mortar in accordance with j,� Corrugated Polyethylene Storm Sewer Pipe (Std. Spec. 9-05.20) PLANNING/ BUILDING/ PUBLIC WORKS ADMINISTRATOR.
SEE NOTE 1 Standard Specification 9-04.3. 2 (Std. Spec, 9-05.12(l))
ALTROMATIVE PMCAST BASE SECTION 3: (Std. Spec. 9-05.12(2)) 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF
SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE
FOLLOWING SPECIFICATIONS:
NTS NTS NTS 4 - 8 INCH ROCK 40 - 70% PASSING;
COR STD PLAN 200.00 CB TYPE I COR STD PLAN 201.00 CB TYPE 2 2 COR STD PLAN 202.00 CB INSTALLATION 3 2 - 4 INCH ROCK 30 - 409 PASSING; AND LESS THAN 2 INCH ROCK / 10
20% PASSING.
15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM
DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER
UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS
DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION.
291/4" 24" 1 A 14ZCI IAkIrr* r)C TWC' Ql ill r)lklr-% r)D r%r1Kl4ZTDl lr%Tlf)ki D9:7DkAlT4Z 92V TLJC7 r%lTV r)C DlZMTrNkl r)f)CC
z
- ---------- - - ----
NOTES
mom
Z
BOLT-DOWN HOLE (TYP.)
5/8" - 11 NC, SEE
DETAIL & NOTE 2
L
C
M
M
---------------- ---------
rz CY)'n
rz
5
PLAN VIEW
TOP GENEfl& DRA AGE NOTES
1 This frame is designed to accommodate 20" x 24" grates or
covers
(DUMP NO POLLUTANTS 25" DIA. (3) BLT SOC. (ALLEN HEAD) 1. PIPE MATERIAL SHALL BE SELECTED FROM THE FOLLOWING LIST PER THE CITY OF RENTON
_991-FAILL TO STREAM [635mm] 5/811-11 X 1.5 ss
2. Provide two holes in the frame that are vertically aligned with t [25mm] RUBBER WASHER 2009 SURFACE WATER DESIGN MANUAL AMENDMENT, TABLE 4.2.1.Al:
3/8" (9mm) RECESSED
he grate or cover slots. Tap each hole to accept TOP LETTERING 3/4'
24 1/4" [19MMI
a 5/8" - 11 NC x 2" alien head cap screw.
Location of bolt down holes varies among different 1.1. CORRUGATED STEEL PIPE (MIN 2 -FT COVER)
manufacturers. -NOTES- 1.2. SPIRAL RIB STEEL PIPE (MIN 2 -FT COVER)
1- Provide two slots in the grate that are vertically aligned with the holes in the frame.
21,`2"
8 3/4'
Location of bolt -down slots varies among different manufacturers. [222mm] [64mm] 1.3. PLAIN CONCRETE PIPE (PCP) (MIN 2 -FT COVER)
3. Refer to Standard Specification 9-05.15(2) for additional
requirements. 2. Refer to Standard Specification 9-05.15(2) for additional requirements. TYP COVER SECTION VIEW 1.4. REINFORCED CONCRETE PIPE (RCP) (MIN 1 -FT COVER)
1.5. CORRUGATED OR SPIRAL RIB ALLUMINUM PIPE (MIN 2 -FT COVER)
SECTIO114 OA 3. The thickness of the grate shall not exceed 1 5/8". 1.6. DUCTILE IRON (MIN 1 -FT COVER)
4. Unless otherwise specified, vaned grates shall be used with standard frame EON BOLTIOM WTA&
1.7. LINE CORRUGATED POLYETHYLENE PIPE (LCPE) (MIN 2 -FT COVER)
in the travel way, gutter Or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
---------- 26 1/2" DIA - ---------- all-
[673mm]
25 1/4" DIA
- ------------- - [641 mm]
----------------------------
1 1/16"
14" (6mm) DIA [27mm]
RECESSED ALLEN
HEAD CAP SCREW NEOPRENE GASKET
1 1/4"
7/8" 518. 11 NC x 2"
1/4"
1 116"
[6mm)
[27mm]
GRA_� E [152mm]
-----------
ISOWTOC VNIW
D
518"
23 3/8" DIA CIL OPEN NTS
[16mm] [594mm]
[3mm]
27 5/16" DIA CITY OF RENTON DRAINAGE NOTES
15/8" FRAME [694mm] [R3mm]
BOLT -DOWN SLOT DETAIL
SEE NOTE I ----- 34 1/8" DIA GASKET GROOVE DETAIL
(867mm)
IN COMPLIANCE WITH CITY OF RENTON
2 1/2"FRAME SECTION VIEW NOTES STANDARDS
SECTION ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717CI
BOLT-1111111IO11111111011 1111IIETAIL OR APPROVED EQUAL,
WTAIWL C") SEE NOTE 2 B DSIII
Dab: V14
NTS NTS BY: Daft:
NTs
COR STD PLAN 204.00 RECTANGULAR FRAME COR STD PLAN 204.40 RECTANGULAR GRATE COR STD PLAN 204.50 ROUND FRAME AND COVER BY: Dade:
7
CLIENT:
ATS AUTOMATION
OLD MILWAUKEE SUBSTATION
450 SHATTUCK AVENUE S.
RENTON, WA 98055
1 t -
ARCH 111111111 T ECTS
WEAVER ARCHITECTS, INC.
141 1 FOURTH AVENUE, SUITE 810
SEATTLE, WASHINGTON 98101
P. 206.262.9622
F. 206.262.9507
All reproduction & intellectual property rights reserved c 2014
911 Western Ave
Suite 420
Seattle, WA 98104
p. 206.725.1211
f. 206.973.5344
engineering pI Ic www.lpdengineering.com
ori
A STRUCTURAL ENGINEERING CORPORATION
2124 Third Avenue - Suite 100 - Seattle, WA 98121
ph: 206.443.6212 fax: 206.443.4870
www.swensonsayf*At.com
Professional seal
N. J
Qs WA Sit'
*4
4ft6,30766
L
No. Issue Description Date
1 PERMIT SET 5.08.15
2 FIRE ACCESS DRIVEWAY 6.12.15
3APERMIT REVISIONS 8.31.15
4 CONSTRUCTION DOCUMENTS 9.15.15
5 TESC 9.25.15
6 ziPERMIT REVISIONS 10.07.15
Drawn by: JLC Reviewed by: LJP
0 Project No: 06071-2015-01
DRAINAGE NOTES AND
DETAILS
Original drawing is 22" x 34". Scale entities accordingly if reduced
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