HomeMy WebLinkAboutR-408209IN
S. W. 114 OF S. W.
114 OF SECTION
04,
T. 23 N., R. 05 E. W. M.
CITY OF
RENTON, STATE
OF
WASHINGTON
0
d-
3
J
N
I
t , 2', 4-, 6-, 12', OR 24-
ONE N3 BAR HOOP FOR W HEIGHT
INCRLMENT (SPACED EQUALLY).
SEE NOTE i
RECTANGULAR ADJUSTMENT SECTION
t,Oi�AS
EE
46 s
49.
A
43 BAR EACH CORNER
kFN2.
�QrF�
43 BAR EACH SIDE
#3 BAR EACH WAY a
PRECAST BASE SECTION
03 BAR HOOP
N3 BAR EACH
CORNER 18' MIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
• PUBLIC WORKS
ViIl DEPARTMENT
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL INSIDE
DIAMETER
REINFORCED OR PLAIN
12'
CONCRETE
ALL METAL PIPE
15'
CPSSP',
12'
STD. SPEC. 9.05.20
SOLID WALL PVC,
STD- SPEC. "5.12(1)
15'
PROFILE WALL PVC,
STD. SPEC. 9-05.12(2)
t5'
' CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
1, AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN
IN THE PRECAST BASE SECTION, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9 0.50(9)). OR WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
111E MINIMUM REQUIRED REBAR SHOWN IN 1HE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BF PLACED IN THE KNOCKOUTS, AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20'. KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF2-LAINI1,4LIMT075'MAXINILIM PROVIDEAI.5'
h11NIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED,
FILL TIDE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-04.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRACE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET
4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN.
S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
1 H:24V OR STEEPER.
6. THE OPENING SHALL BE MEASURED AT 1 HL TOP OF TIDE
PRECAST BASE SECTION-
7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE
INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
NON SHRINK APPLICATIONS IN ACCORDANCE WITH
STANDARD SPECIFICATION 9.20.3(2).
8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9.043. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS. RINGS. RISERS. AND
FRAMES
9. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURERS DIRECTIONS.
10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
It ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLE 110,14.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 200.00
nvvR ED:
CATCH BASIN TYPE 1 GAZ 9/28/2018
DATE
SEE NOTE 2
s
PERFORATED PIPE TO BE LEVEL
CLEANOUT
PER STD. PLAN 226.00
2' MIN.
L
6'DIA MIN PERFORATEDPVC
314' TO 1-112' WASHED DRAIN ROCK PIPE PER ASIM DI785
HOUSE
PLAN
YARD DRAIN OR CATCH BASIN
WITH SOLID LID
ROOF DOWNSPOUT WITH OVERFLOW
WIVE AND SPLASH BLOCK
FLEXIBLE GASKETED
CAP PER ASTM D5926
6' PAIN. r 6' MIN HOUSE
W DIA MIN. SCH40 PVC
12' PIPE PER ASTM 01785
FINE MESH SCREEN, SS304 10x10 OR SIMILAR
COMPACTED BACKFILL
:45 Al
-- .. - --T- ;--��-
6* MIN
�:
L PIPE '
6' MIN. NONWOVEN GEOTEXTILE FOR SEPARATION
ON TOP AND SIDES OF TRENCH PER WSDOT
SPECIFICATIONS SECTION 9.33.2(1) TABLE 3
12' MIN
12' MIN. ABOVE SEASONAL HIGH
GROUNDWATER OR HYDRAULICALLY I� 24 LAIN
RESTRICTIVE LAYER
SECTION A
NOTES:
1. 15' MINIMUM SETBACK FROM INFILTRATION TRENCH TO BUILDINGS WITH CRAWL SPACES. BASEMENTS, OR ELEVATIONS
BELOW THE OVERFLOW POINT.
2. REQUIRED TRENCH LENGTH VARIES DEPENDING ON SOIL TYPE, UP TO 100' MAX WHEN LOCATED IN COARSE SANDS OR
COBBLES, INFILTRATION TRENCHES MUST BE AT LEAST 20' IN LENGTH PER 1.000 SQUARE FEET OF IMPERVIOUS
SURFACE SERVED. WHEN LOCATED IN MEDIUM SANDS, INFILTRATION TRENCHES MUST BE AT LEAST 30' IN LENGTH PER
1.000 SQUARE FEET OF IMPERVIOUS SURFACE SERVED.
3. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLI SS OTIR RW 61 NOTI D. DRAWING 15 NOT TO SCA1E (NTS)
STD. PLAN - 225.20
• PUBLIC WORKS SINGLE FAMILY ROOF DOWNSPOUT
I� DEPARTMENT INFILTRATION TRENCH GAZ 9/28/2018
DATE
Encompass
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 Eluln, WA 98922 • Phone: (509) 674-7433
:45
CLEAN SURFACE AND BOTTOM AREA
PROVIDE UNIFORM CONTACT. THE SURFACE
AREA OF THE BASE SECTION MUST BE
MORTARED TO THE BOTTOM AREA OF THE
ADJUSTMENT SECTION
ADJUSTMENT SECTION
I
I
I
I
I
I
I
I
SEE NOTE 4
NOTES:
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT, GUTTER,
DITCH. OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED. AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO
MORTAR IN PLACE IN ACCORDANCE WITH WSOOTIAPWA STANDARD SPECIFICATION 7.05.3.
2. SHIMS SHALL NOT BE USED TO SET FRAME TO GRADE. THE USE OF SHIMS IS PROHIBITED.
3, A CONTINUOUS LAYER OF MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT RINGS AND BRICKS PRIOR TO PLACEMENT.
4. ONLY BY APPROVAL OF THE CITY, THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS ARE STAGGERED TO CREATE A RUNNING BOND OR Y: BOND
5. BASE SECTION SHALL BE SEALED TO THE BOTTOM AREA OF THE ADJUSTMENT SECTION WITH MORTAR.
G. MORTAR SHALL MEET THE REQUIREMENTS OF WSOOTIAPWA STANDARD SPECIFICATION 9.04.3.
7. PICK I LIF TING HOLES ARE TO BE GROUTED WATER TIGHT. USE GROUT TYPE 2 FOR NON -SHRINK APPLICATIONS IN ACCORDANCE WITH STANDARD
SPECIFICATION 9.20.3(2).
B. MORTAR SHAH BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS.
9. FRAME SRALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE UI
SUFFICIENT LENGTH
W ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
A&MSTD. PLAN - 202.00
• PUBLIC WORKS Pao
DEPARTMENT CATCH BASIN INSTALLATION GAZ 9/28/2018 I 9
VR
.�+. w„L..T,..L...,,.. DATE
MIN I MIN I MIN I MIN I
55PECIAL NOTE:
IN THE EVENT TRANSVERSE PATCHES EXIST J '
WITHIN THE AFFECTED STREET, THE LENGTH III.
OF THE PATCH SHALL BE EXTENDED TO
INCLUDE ANY EXISTING PATCH 11H11J 10
FEET OF THE EDGE OF THE PATCH REQUIRED i
FOR THE NEW CROSSING AND ANY
SUBSEQUENT PATCH EDGE WITHIN 10 FEET
OF THE EDGE OF THE SECOND PATCH AND
SO ON UP TO A TOTAL OF 300 FEET, I I I FACE OF CUTTER OR
ILI', EDGE OF PAVEMENT
! I I
TRAFFIC FLOW
I i I I
2" HMA - I _ I 1 - CENTER LINE OR
LANE LINE
2" TO B HAIA I I I
6.5' MIN.
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
VARIES: 6.5' MIN. --
1' 1' 1' 1' DEPTH OF Ex1511NC PAVt 1AE1JT
-.- MIFJ I PAIN � VARIES -"{ PAIN I MIN
2" SAWCUT AND REMOVE
OR PLANE, SEAT WITH 2" - 6- MIN. HMA (SEE NOTE 2)
AR-4000W
(EACH SIDE)
\6" CRUSHED SURFACING TOP COURSE (CSTC)
2" HMA (9-039(3)) PER WSOOT STANDARD
SPECIFICATIONS, COMPACTED TO 95% MODIFIED
PROCTOR.
SAWCUT AFTER BACKFILL
(EACH SIDE)
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03 19), GRAVEL BORROW! (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIOI45 OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOIECH REPORT, COMPACTED TO 95%
MODIFIED PROCTOR.
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROVEMENT (SEE WSOOT STANDARD SPECIFICATION 2-09 4)
PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARD
NEEDED, SHALL MEET THE REQUIREMENTS OF WSOOT PLAN 110.1.
STANDARD SPECIFICATION 7-08.3(1)8
TRENCH WIDTH
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR STD. PLAN - 110
PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID I'I'h 1:11
„ DEPARTMENT PAVEMENT WITH OVERLAY f0
1 AS-BUILTS
NO.
REVISION
:45
25 1/4-
BOLT -DOWN HOLE (TYP.) - 518'.
11 NC, SEE DETAIL AND NOTE 2
TOP
RECESSED ALLEN
HEAD CAP SCREW
518'-11 NCx2'
GH IE
FRA4E
SECTION BOLT -DOWN DETAIL
SEE NOTE 2
24 1/4'
I
SECTION A
ISOMETRIC VIEW
SEE DETAIL
718, \ \
1!8'
/ \
J/4'
/ 11/4' ` NOTES:
I
1 THIS FRAME IS DESIGNED TO ACCOMMODATE 20' • 24' GRATES OR COVERS.
1 4 1/2- SEE STANDARD PLANS 204.10. 204.20. 204.30. AND 204,40.
-�-I 1518, I 2. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRANiES, GRATES, AND
_1L I / COVERS. UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE
1 5/8' FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS.
THE FRAME SHALL ACCEPT THE 5/8'-11 NC It 2' ALLEN HEAD CAP SCREW BY
314' / BEING TAPPED. OR OTHER APPROVED MECHANISM. LOCATION OF
BOLT -DOWN HOLES VARIES BY MANUFACTURER.
\ 2 112' 3 REFER TO STANDARD SPECIFICATION 9-05. 15(2) FOR ADDITIONAL
\ DETAIL _ REQUIREMENTS.
UNLESS OTIIERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.00
• PUBLIC WORKS RECTANGULAR FRAME D 9/28/2018 1
'tl® DEPARTMENT GAZ
DALE.
VARIES: 4.5' MIN.
LANE LINE
MARKING SAWCUT AFTER BACKFILL
r - DEPTH OF FXISTING PAVEMENT
2" - 6" HMA --
�
- � ---
(SEE NOTE 2)
1'
1'
EDGE OF PAVEMENT, EDGE
OF CURB & GUTTER, OR
MIN.
MIN. CENTER OF LA14C MARKING
2" HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE
(CSTC) (9-03.9(3)) PER WSDOT STANDARD
2" SAWCUT AND REMOVE
SPECIFCATIONS, COMPACTED TO 95%
OR PLANE, SEAL WITH
MODIFIED PROCTOR
AR- 4000W
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO
WIDTH OF TRENCH AS REQUIRED BY SIZE OF
0
95% MODIFIED PROCTOR.
PROPOSED IMPROVEMENT (SEE WSDOT
STANDARD SPECIFICATION 2-09.4) PLUS AN
PIPE ZONE BEDDING MATERIAL AND COMPACTION AS
ALLOWANCE FOR ANY SHORING. SHORING, IF
REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF
FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT:
WSDOT STANDARD SPECIFICATION 7-08.3(1)B
• FOR STORM AND WATER PIPE, PER STD PLAN 220.0
F-�
FOR SANITARY SEWER, PER STD PLAN 405
TRENCH WIDTH 0 FOR JOINT UTILITY TRENCH, SAND WITH 95%
PASSING A #4 SIEVE AND LESS THAN 5% PASSING
A #200 SIEVE
NOTES:
1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED
TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND
FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH
USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER.
2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND T14ICKNESS
SHALL BF HMA CL J" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6".
RESIDENTIAL ACCESS STREETS - HMA CL J" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS THAN 4".
S. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB &
GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHAH. BE PLANED OR REMOVED AND
OVERLAID WITH HMA.
4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT,
5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS.
TYPICAL LONGITUDINAL PATCH
STD. PLAN - 110.1
• PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR I' ` I J 1
DEPARTMENT RIGID PAVEMENT WITH OVERLAY 1p f t
I
SURVEYED:
SDM
DESIGNED:
NEM
DRAWN:
TLK
KMR 05122123 KMR CHECKED:
NEM
BY DATE APPR APPROVED:
NEM
SCALE
1" = 20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: MVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
AS
BOLT -DOWN SLOT, I I/2'
SEE DETAIL AND
NOTE 1
\ 3/4' I�F-
1 1I1J' -'�tll
I
518'
TI
BOLT -DOWN SLOT DETAIL
LETTERING
ISOMETRIC
24"
7 OR 8 EQUAL SPACES
1 DIRECTION OF FLOW
1 5/8' MAX
SEE NOTE 1
1'
3'
20-
I
NOTES:
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES GRATES AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 518%11 INC x 2' ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY
MANUFACTURER.
2, REFER TO STANDARD SPECIFICATION 9-05. 15(2) FOR ADDITIONAL
REQUIREMENTS.
3. FOR FRAME OF TAILS. SEE STANDARD PLAN 204.00
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.20
•• PUBLIC WORKS
Pao fft
RECTANGULAR VANED GRATE
GAZ 9/28/2018
V,1` DEPARTMENT
n,n< DAIE
CITY OF
RENTON
Planning/Building/Public Works Dept.
AS -BUILT DRAWINGS PLAN
THESE AS -BUILT DRAWINGS AND THE INFORMATION
SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITIONS
AS OF 05/22/23 (DATE SIGNED)
BY: KEVIN M. REESE
05/22/23
PROFESSIONAL ENGINEER OR DATE
PROFESSIONAL LAND SURVEYOR
:45
IN
I
z
0
0
R-408209 m
IN COMPLIANCE WITH CITY OF RENTON STANDARDS �
O
J
28 HUNDRED UNIT L 0 T SUBDIVISION
DETAILS
Q)
a1TE.•
1211312021
2)
OOK
N/A
ACE.,FIELD
P'
PAGE: NIA
T
DRAWING N0:
1666.3
y
oo
SHEET., 9 OF., 12
N