HomeMy WebLinkAboutR-4115153
TRENCH WIDTH,
SEE NOTE 3
PIPE ZONE BEDDING AND T
BACKFILL, SEE NOTE 4 1
6"
V//rz
OD
FOUNDATION
LEVEL
6'
FOUNDATION MATERIAL,
IF REQUIRED. SEE NOTE 5
CIRCULAR PIPE
FRENCH WIDTH,
SEE NOTE 3
PIPE ZONE BEDDING AND SPAN S"
BACKFILL. SEE NOTE 4 T{
I
RISE
FOUNDATION
LEVEL
r FOUNDATION MATERIAL
V IF REQUIRED. SEE NOTE
VY PIPE • ARCH
RIGID PIPE NOTES:
i PIPE COMPACTION LIMITS SHOWN ON THIS PLAN ARE FOR PIPE
CONSTRUCTION IN AN EMBANKMENT. FOR PIPE CONSTRUCTION IN
A TRENCH, THE HORIZONTAL LIMITS OF THE PIPE COMPACTION
ZONE SHALL BE THE WALLS OF THE TRENCH.
2- O.D. IS EQUAL TO THE OUTSIDE DIAMETER OF A PIPE OR THE
OUTSIDE SPAN OF PIPE -ARCH.
3 SEE STANDARD WSDOTlAPWA SPECIFICATIONS SECTION 2-09.4 FOR
TRENCH WIDTH
4 PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN
6' LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY.
5 EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE
WITH FOUNDATION MATERIAL CLASS A OR B PER STANDARD
WSDOTIAPWA SPECIFICATIONS SECTION 9-03 17
I7-7� GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSOOT 9-03.1213))
/ / OR MAINTENANCE ROCK (WSDOT 9-03.90))
MINIMUM
ALLOWED IN ZONE 1
PIPE TYPE
COVER (FT)
PUBLIC?
PRIVATE?
OF THE APA?
CORRUGATED
20
YES
YES
YES
STEEL PIPE
SPIRAL RIB STEEL
20
YES
YES
YES
PIPE
PLAIN CONCRETE
PIPE (PCP)
20
NO
YES
NO
REINFORCED
CONCRETE PIPE
1.0
YES
YES
NO
(RCP)
CORRU
SPRAL .ZrRIB
2.0
YES
YES
NO
ALUMINUM PIPE
DUCTILE IRON PIPE
1.0
YES
VES
YES
CIRCULAR PIPE
DIAMETER
MINIMUM DISTANCE
BETWEEN BARRELS
12' TO 24"
12'
3D" TO W
DIAMETER l3
102-TO 180,
48•
PIPE -ARCH
SPAN
MINIMUM DISTANCE
BETWEEN BARRELS
T8"TO38'
12"
4r TO 147
SPAN 13
148" TO 199"
48'
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTSI
STD. PLAN - 220.00
..� PUBLIC WORKS PIPE ZONE BEDDING AND APPROVED
DEPARTMENT COMPACTION - RIGID PIPE GAZ 9/28/2018
DATE
PLANTING BEDS)UNDISTURBED UNDISTURBED TURF (LAWN) AREAS,
VEGETATION, SEE NOTE 1 SEE NOTE 1
+II�R�i�411,1��1II�l����I�41I1'
UNDISTURBED {� GRASS. SEED OR SOD
NATIVE VEGETATION I�'-i.>� I �" I I
UNDISTURBED NATIVE SOIL
3"-4' ARBORIST WOOD CHIP MULCH,
SEE STD. PLAN 262.00
3"OF COMPOST INCORPORATED
INTO 5" OF SITE SOIL (TOTAL
AMENDED DEPTH OF 9.5', FOR A
SETTLED DEPTH OF 8')
OPTION 1 - NO DISTURBANCE
PLANTING BE r) TURF (LAWN) AREAS
0"
B'
UNDISTURBED NATIVE SOIL
GRASS. SEED OR SOD
1.75" OF COMPOST INCORPORATED INTO
6.25" OF SITE SOIL ITOTAL AMENDED DEPTH
OF 9.5', FOR A SETTLED DEPTH OF 8'1
SUBSOIL SCARIFIED4' BELOW
SUBSOIL SCARIFIED 4" BELOW
:L- +1
COMPOST AMENDED LAYER
COMPOST AMENDED LAYER "s-H
- 1�A i try
(12' BELOW SOIL SURFACE)
iV
(12- BELOW SOIL SURFACEI
OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND
PLANTING BEDS
TURF (LAWN) AREAS
0'
WOOD CHIP ///,
GRASS SEED OR $OD
MULCH, SEE STD. 11
D.
PLAN 262.60
; 1 L
I
NOTES:
-
1. AREAS OF NO DISTURBANCE TO BE FENCED
AND EXISTING VEGETATION AND SOIL TO BE
PROTECTED FROM CONSTRUCTION IMPACTS
6"IMPORTED -
I 6"IMPORTED
TOPSOIL MIX - I
- - I I
I I y-I - TOPSOIL MIX
I I' ---� I
GENERAL NOTES:
(COMPACTED
I III I
I
(COMPACTED
I
DEPTH) I I I I I (�
8- I I I I I I DEPTH)
I TO MEASURE SETTLED DEPTH, WATER SOIL
SUFFICIENTLY TO FULLY SATURATE WITHOU t
all:
CAUSING EROSION
r 1�
SUBSOIL IS
2 COMPOST TO MEET STD. PLAN 262.60-
Ir_-'
SUBSOIL IS C
-
-_ SCARIFIED 6"
= BELOW IMPORTED
3. COMPACTION OF TOPSOIL (WHERE REQUIRED,
SCARIFIED 6' „_I_
7 -T, TOPSOIL MIX
TO BE TO 85% OF STANDARD PROCTOR.
BELOW IMPORTED -
1 _I
TOPSOIL MIX
4, SEE CONSTRUCTION PLANS FOR SPECIFIC
12' i
PROJECT REQUIREMENTS
OPTION 5 -IMPORTED TOPSOIL
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTSI
STD. PLAN - 264.00
WORKS
APPR D:
URIPUBLIC
SOIL AMENDMENT SECTIONS
GAZ 9/28/2018
DEPARTMENT
DATE
Lncompass
ENGINEERING & SURVEYING
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433
:45 AI
T4" FLAT FACE GOTHIC
y I_ T DIA --I
on o It
5 STORM ❑ r
nnnn T -1gt9116"DIA
tin t
$-11B" D W
10.IlI DIA
Q) 30•16 SS SOCKET HEAD CAP 15" DIA
{ 1) OPEN PICKHOLE SCREW {ALLE NHEAO} WANSHRS
ON A S' DIA BOLT CIRCLE
PLAN VIEW FRAME SECTION COVER SECTION
CAST IRON FRAME AND
PAVED AREA (TYP-)
COVER- SEE NOTE 3
'r
--mil
12• EXTEND CLEANOUTRISER
2" ABDVf DESIGN SIGNPONOING
IF+
_
I�•---�
ELEVATION OR PER PLAN
FERNCO GASKETED
QUIK CAP OR SIMILAR
- DESIGN POHDING
..
... ELEVATION
4' STREAMBED COBBLES
8" CLASS'S'
PER WSDOT 9-03.1 T(2)
ASPHALT, SEE NOTE 4
'.
A' COMPACTED SAND OR
GRAVEL BAOKFILL FOR DRAINS
PER WSDOT 943.12{4)
CLFANOUT RISER, SEE NOTE 2 J
CLEANOUTRISFRjl
SOIL TIGHT 45' BEND SEE NOTE 2 -
WYE i I
SOIL TIGHT
COUPLER Ii I
UNDERDRAIN, FOOTING
DRAIN COLLECTOR. OR
ROOF GRAIN COLLECTOR
PIPE, SEE NOTE 1 CLEANOUT RISER LOCATED WITHIN
�j 610RETENTION PONDING AREA
1
TO OVERFLOW J
STRUCTURE ORb-
STORM LH41N'
MECHANICAL PLUG OR
CONTINUED CONNECTION
TYPICAL CLEANOUT CONFIGURATION
NOTES:
1. DIAMETER TO BE &INCHES MINIMUM PRNATF- &INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 202.10-
2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN. FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE.
3. FRAME AND COVER SHALL 9E EJ PRODUCTS M7EZIPT AND MMAPT CR APPROVED EQUAL COVER TO 9E LOCKING WITH ALIEN HEAD BOLT, MARKED'STORW OR
'DRAIN'.
4. FOR CLEANOUTS FULLY OR PARTIALLY WITH IN UNPAVED AREAS OUTSIDE OF EIIORE7ENT14N PONDING AREA, POUR 8" THtCK, Zx2' SQLIARE CONCRETE COLLAR
AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.EIW PSI.
GENERAL. NOTES:
1. CLEANOUTS FOR UNDERORAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAI N COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT
EVERY 90 DEGREE OR SECOND 45 DEGREE BEND. AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERORAIN PIPE NOT CONNECTED TO AN
OVERFLOW STRUCTURE CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MANNTENANCE ACCESS TO ALL PIPES.
2_ ALL FITTINGS SHALL BE SOIL TIGHT.
3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF WORETENTION PONDING INHERE POSSIBLE.
4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY.
UNLESSOTHERWI5E NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 226.00
PRIPUBLIC WORKS Y:
DEPARTMENT STORM SYSTEM CLEANOUT actin Pastucha 8/13/20 1
DATE
*-00-
1.5" RADIUS L
(TYP.)
1
�A D E
0.3" BORDER (TYP.)
0 0
0 0
0 0
O O A i
0 01
0 D
L'
SIGN DIMENSIONS
SIGN TYPE
A
B
C
D
E
POST MOUNTED STREET NAME
SIGN (SPEED LIMIT <40MPH)
8"
VARIES
6"
4.5"
3.5"
POST MOUNTED STREET NAME
SIGN (SPEED LIMIT >40MPH)
12"
VARIES
8"
6"
5"
GENERAL NOTES:
1. FONT SHALL BE MUTCD D SERIES, UNLESS AN ALTERNATE MUTCD SERIES IS
APPROVED BY THE CITY
2. LETTERS AND NUMERALS SHALL BE CUT FROM 3M ELECTROCUT FILM SERIES 1170
OR APPROVED EQUAL
3. SIGN BLADE SHALL BE FLAT ALUMINUM, TREATED, 0.080 GAUGE
4, SIGN SHEETING SHALL BE 3M HIGH INTENSITY PRISMATIC OR APPROVED EQUAL
5. SIGN MOUNTING HARDWARE SHALL INCLUDE BOLTS, RIVETS SHALL NOT BE ALLOWED
6. FOR SIGN POST DETAILS, SEE CITY OF RENTON STANDARD DETAIL 129, EXCEPT
MOUNTING HEIGHT SHALL BE 9'-0"
COLORS
LEGEND, ARROW HEAD, SEPARATION BAR - WHITE (REFL.)
BACKGROUND - GREEN (REFL.)
POST MOUNTED TD. PLAN- 134
PUBLIC WORKS STREET NAME SIGNS DEPARTMENT ROVED: 7/30/2018
DATE
'�pHIL
�F WAS
3 REVISIONS PER CITY COMMENTS DATED 612312021
38375 �� 2 REVISIONS PER CITY COMMENTS DATED 410712021
�EcrST 1 REVISIONS PER CITY COMMENTS DATED 112512020
ssIONAL �yG
0710112021 NO. REVISION
T MIN, CLEARANCE TO
ANY PORTION #FLOW RESTRICTOR
TEE INGLURINfl ELBOWS
REMOVABLE WATERTIGHT
COUPLING OR A FLANGE 2' MIk. A
�
ELBOW RESTRCFOR,
SEE DETAIL AND NOTE 10
`
1 1
ANGLE AS
X i^�
NECESSARY.
SEENOTE7
6' MIN
2' MIN.
'--�
ADDITIONAL LADDER RUNGS [IN SETS) TO
ALLOW ACCESS TO TANKS OR VAULTS
WHEN CATCH IS FILLED WITH WATER
6' MAX. 1
7
WELDED TO ELBOW WITH PLAN VIEW
E AS SPECIR ED. SEE ROTE 3
ELBOW RESTRICTOR DETAIL
ELEVATION PER PLANS
12" MIN. LINGER FRAME 3 SOLID COVER MARKED "DRAIN' WITH
PAVEMENT LOCKING BOLTS PER STD. PLANS 204.40 AND 204,50
77
16" MAX.
. I
VERTICAL BAR GRATE>=0R
SECONDARY INLET
S' MIN. DESIGN WATER
ELBOW RESTRICTOR, SURFA -
SEE DETAIL AND NOTE SO
HANDHOLDS, STEPS, OR LADDER
PIPE SUPPORTS, SEE NOTE 6 l2" ETYP, )
1.5 x ❑
SEE NOTE 9 {TYP.)
MIN 2MIN.
T� I
ISOMETRIC i
OUTLET PIPE, SEE
INLET PIPE
NOTES t & 5 2'
MIN.
SHEAR GATE WITH CONTROL ROD POR
INVERTAND
CLEA NOUT+ORWN (ROD BENT AS REQUIRED
ELEVATION PER PLANS
FOR VERTICAL ALIGNMENT WITH CQVER)
12• SECTION OF PIPE ATTACHED BY
PER STD. PLAN 237.30
GASKETED BAND TO ALLOW REMOVAL 2'
12. MIN.
WELDED RESTRICTOR PLATE WITH
ORIFICE DIA AS SPECIFIED, SEE NOTE 10
NOTES: SECTION A
1 USE A MIN IMUM OF A 54' DiAMETER TYPE 2 CATCH BASIN
2. OUTLET CAPACITY: 10¢YEAR DEVELOPED PEAK FLOW.
3. METAL PARTS PREFERRED TO BE STAINLESS STEEL. ALUMINIZED STEEL. OR ALUMINUM. ALL OTHER STEEL PARTS MUST
BE GALVANIZED WITH TREATMENTS 1, 2. OR S
4. FRAME AND LADDER OR STEPS OFFSET SO:
A. CLEANOUT GATE IS VISIBLE FROM TOP
S. CLIMB -DOWN SPACE IS CLEAR OF R1SEA AND OLEANOUT GAT@.
C- FRAME iS cLEAR OP CURS.
5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE- OUTLEF PIPE TO HAVE SMOOTH 0. D- EQUAL TD CONCRETE PIPE I-D. LESS 1.,4'
6. PROVIDE AT LEAST ONE 3" X .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. IMAXIMUM 3'-O' VERTICAL SPACING).
7 LOCATE ELBOW RESTRiCTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN
8 LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER.
9. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING
TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PI Pr-
10. IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED.
U NLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 237.00
WORKS
FLOW CONTROL STRUCTURE -
�°
URIPUBLIC
DEPARTMENT
RESTRICTOR TEE[Martin
Pastucha 8/13/20
39afftc WPA89D . DATE
MUTCD SIGN R8-3 (MODIFIES)
NPAT = NO PARKING ANYTIME
*ORIENT NO PARKING SIGN
AT 45 DEGREES FROM STREET
NOTE NO PARKING SIGN TO BE
BANDED TO STREET LIGHT POLE
(WHERE APPLICABLE) BANDS TO
MATCH STREET LIGHT POLE COLOR;
100' SEPARATION BETWEEN SIGNS
USE DOUBLE ARROW NO PARKING
SIGN AT ALL LOCATION EXCEPT ON
STOP SIGN. USE RIGHT ARROW
ONLY NEAR STOP SIGN.
SURVEYED:
SDM
DESIGNED:
NEM
CP
0710112021
CP
0410812021
DRAWN. TLK
PMD
1111212020
CHECKED:
EDM
BY
DATE
APPR
APPROVED:
CJA
SCALE:
1 "=30'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
0
18' MAX. PROM CENTER OF
FRAME TO STRUCTURE
WALL FOR STEP ACCESS
WETPOOL
WIDTH
INLET
FRAME AND SOLID COVER
MARKED"DRAIN" WITH
LOCKING BOLTS PER STD.
PLANS 204.40 AND 204.50 -
FIRST CELL SIZED FOR
25% TO 35% OF
WETPOOL VOLUME
INLET
ACCESS COVER OR DOORS REQUIRED.
510T GRATE. CRATED ACCESS DOOR, OR LOCKING
ACCESS PANEL OVER SECOND CELL. FOR VAULTS
WHERE SURFACE AREA OF SECOND CELL IS
GREATER THAN 125D SQUARE FEET, 4%OF THE
TOTAL SURFACE AREA MUST B�F GRATED AND A T.W.
REMOVABLE LOCKING PANEL SHALL BE PROVIDED
OUTLET
- LADDER
SHAPED 50TTDM
Ll
B" MIN. GRAVITY DRAIN
REMOVABLE BAFFLE OR WALL.
SEE NOTE 2
SEE NOTE 7 (TYP.)
S' MAX. FROM COVE OF
OPENING TO STRUCTURE
.• .- .- .-
WALL FOR STEP ACCESS
WETPOOL LENGTH
12' MI14, VENTILATION PIPES AT
CORNERS (TYP.), SEE NOTE B
a MIN.
PLAN VIEW
- 1 S" MAX.
I
SIZE TO CONVEY TOO -YEAR
LADDER
DESIGN FLOW WITHOUT
SHEAR GATE
OVERTOPPING.6" MIN.
WATER QUALITY NO) DESIGN
12• MIN
WATER SURFACE (WS�
.__.
OUTLET WITH CAPACITY TO
-
CONVEY 100-YEAR DESIGN
--f 12" MIN. - FLOW WITHOUT OVERTOPPING
WETPOOL
DEPTH -
SEE NOTE T (TYP,} v MAX -
3' MIN. REMOVABLE
I BAFFLE 2' MIN.
VRLVE
GRAVITY DRAIN (IF GRADE ALLOWS). PLACE
AS LDW AS GRADE ALLOWS BUT MUST BE B'
MIN- ABOVE THE BASE ELEVATION OF VAULT
BOTTOM SLOPE 0.5%-2Ye
WALLS OR ABOVE SEDIMENT STORAGE AREA
TOWARD INLET END
B ❑ E D-5'I T OUT SECTION A BOTTOM Pz�s TOWARD GW ET L
AVERAGE SEDIMENT STORAGE
END OF SECOND CELL (RECOMMENDED)
12' MIN. IFIRST CELL)
ACCESS DOORS OR REMOVABLE PANEL- SEE NOTE 5
WD DESIGN INS '7-
T MIN.
4' MIN.
5% MIN. ITYP •)
AVERAGE 12' SEDIMENT '
NOTES: STORAGE IFERST CELL} SECTION B
T. THIS DETAIL IS A SCHEMATIC REPRESENTAT34N ONLY. ACTUAL CONFIGURATION WILL VARY DEPENDING ON SPECIFIC SITE CONSTRAINTS AND
APPLICABLE DESIGN CRITERIA
2 THE VAULT SHALL BE SEPARATED INTO TWO CELLS BY A WALL OR A REMOVABLE BAFFLE. IF A WALL OR NON REMOVABLE BAFFLE IS USED, A 5-FDOT X 10-FOOT
REMOVABLE MAINTENANCE ACCESS MUST BE PROVIDED FOR BOTH CELLS.
3 FOR VAULTS UNDER ROADWAYS, THE REMOVABLE PANEL MUST BE LOCATED OUTSIDE THE TRAVEL LANES. ALTERNATIVELY, MULTIPLE STANDARD LOCKING
MANHOLE COVERS MAY BE PROVIDED- SPACING OF MANHOLE COVERS SHALL BE 12 FEET, MEASURED ON CENTER. TO FACILITATE REMOVAL OF SEDIMENT.
LADDERS AND HANO•HOLDS NEED ONLY BE PROVIDED AT THE OUTLET PIPE AND INLET PIPE
4. MINIMUM DIAMETER FOR ALL ACCESS OPENINGS, EXCEPT THOSE COVERED BY
REMOVABLE PANELS, IS 38 INCHES.
5. REMOVABLE PANEL SHALL BE AT GRADE, HAVE STAINLESS STEEL OF I ING EYES, AND WEIGH NO MORE THAN 5 TONS PER PANEL-
6 VAULTS PROVIDING MANHOLE ACCESS AT 12 FOOT SPACING NEED NOT PROVIDE CORNER VENTILATLON PIPES. VENTILATION PIPES SHALL BE CAPPED DR
OTHERWISE COVERED, SUT DESIGNED SO THAT MAINTENANCE PERSONNEL CAN REMOVE FOR VENTILATION.
7. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (NOR-NSEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN
CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE.
B. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REOU IREMENTS. UNLESS DTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTSI
STD. PLAN - 249.20
T. PUBLIC WORKS [N-
DEPARTMENT WETVAULT Martin Pastucha$/13/202
.l`kD.ASQ94B0... DATE
REQUIRED DIMENSIONS
8- FOR ROCK LINING
"A""" + B12' FOR RIP RAP
SEE TABLE 4.2.2.A.
HBH
(4- MIN.)
z
%9
Y
z
Q
00
mLL
ILL.
LL
O
0-
0-
0-
O
�fA
�
-L
2'
30'
MIN.
MIN.
z I z
m m
O O
LU LU
0 0
PLAN
NTS
PLACE ROCK V ABOVE CROWN
BOTH SIDES OF CHANNEL FOR "A" < 8'
- ONE SIDE OF CHANNEL FOR "A" > 8' -
I-1' MIN.
DISCHARGE PIPE
j J
J-
FILTER FABRIC
LINER UNDER 1' OR 2'
ROCK ROCK THICKNESS
SEE TABLE 4.4.1.A
ter"
PIPE/CULVERT DISCHARGE PROTECTION
NTS
Know what's below.
Call before you dig.
•
CITY OF
RENTON
[;R
Planning/Building/Public Works Dept.
LIN
0-
R-41151 L3
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Q
J
DEVELOPMENT ENGINEERINGff"�'
Brianne Bannwarth 07/01/2021 '
SKYHORSE SHORT PLAT
PR 17-000438
CONSTRUCTION DETAILS
O
C/�
DATE:
1111212020
O
FIELDBOOK:
PAGE:
DRAWING NO:
1460.3
�/ J
SHEET: 15 OF: 19