HomeMy WebLinkAboutR-427819LANE LIME
MARKING
2" — 6" HWA
(SEE MOTE )
2" HA (SEE NOTE 2)
2" SAWCUT AND REMOVE
OIL PLANE, SEAL WITH
AR— 400OW
WIDTH OF TRENCH AS REQUIRED BY SIZE OF
PROPOSED IMPROVEMENT (SEE INSDOT
STANDARD SPECIFICATION 2-09.4) PLUS AN
ALLOWANCE FOR ANY SHCRaNG- SHORING, IF
NEEDED, SHALL MEET THE REQUIREMENTS OF
WSOOT STANDARD SPECIRCATION 7-05.3(1)B
VARIES, 4.5' MIN,
SAWC-LIT AFTER BACKFILL
DEPTH OF FXISTING PAVEMENT
LOGE OF PAVEMENT, EDGE
1 OF CURB & GLITTER, OR
MIN, CENTER OF LANE MARKING
6" CRUSHED SURFACING TOP COURSE
(CSTC) (9-03,9(3)) PER WSDOT STANDARD
SPECIFCATIONS, COMPACTED TO 95
MODIFIED PROCTOR
CSTC, BANE{ RUN GRAVEI- FOR TRENCH 13ACKFILL
(9-03-19), GRAVEL BORROW (9-03.14(l )) PER
W500T STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
0 BASED ON GEOTECI-+ REPORT. COMPACTED TO
95 MODIFIED PROCTOR.
__j`-PIPE ZONE REDDING MATERIAL AND COMPACTION AS
REQUIRED BY THE VVSDOT STANDARD SPECIFICATIONS
FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT
' FOR STORM AND WATER PIPE. PER STD PLAN 220 0
FOR SANITARY SEWER, PER S1D PLAN 4D5
TRENCH WIDTH PASSING
FOR JOINT U71LITY TRENCH, SANG WITH 95
PASSING A #4 SIEVE AND LESS THAN 5 PASSING
A #200 SIEVE
NOTES-
1 WHEN EXISTING PAVEMEI4T IN A LANE REOUIRTNG A FULL WIDTH REPLACEMENT IS BROKEN OR DETE RIORATEE?
TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE. ANO
FOP 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, do INDUSTRIAL ACCESS STREETS — MATERIAL AND THICKNESS
SHALL BE HMA CL �" PG 64-22 AND MATCH EXISTING tHICKNESS AND IN ND CASE LESS THAN E".
RESJDENTIAL ACCESS STREETS — HMA CL 4" PG 64-22. THE THICKNESS SHILL BE THAT DF THE EXISTING
PAVEMENT CTION AND IN NO CASE LIESS THAN 4",
3. WHEN THE "SAWCLIT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OIL
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HIIA FULL WIDTH, THE CIUR5 �
DLITTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL SE PLANED OR REMOVED AND
OVERLAID WITH HMA.
4. IF TRENCH UNDERMINES EXISTING SIDEWALK ANO OR CURBS, THEN THE SIDEWALK AND/OR CUR13 SHALL BE
REPLACED FROM EXPANSION JOINT TO EXPANSION .JOINT.
`s IF TRENCHING THROUGH EXISTiNG DRIVEWAY OR SIDEWALK RAMP, TENT DRIVEWAY OF? SIDEWALK RAMP SMALL
BE REPLACED TO MEET ADA STANDARDS.
TYPICAL LONGITUDINAL PATCH 'Y'�}. PION � I1D.1
f ll8l.�lC iYQRI FOR FLIEXIBLE P"E ENT OR � �:I�
DEPARTMENT
"T RIGID PAVEMENT WITH OVERLAYIle
LONGITUDINAL PAVEMENT PATCH WITH OVERLAY
NOT TO SCALE
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09/10/2024
PIPE ZONE BEQDHVG AND
BACKFILL. SEE MOTE 5 —
FOUNDATION
LEVEL
I� SEE NOTE 4.
I LiMiT OF POPE ZaNT= I
I I—Tpp
Qy
FOUNDATION MATERIAL,
Pt FxEQU[RED, SEE NOTE 6
FLEXIBLE PIPE
eRAVl=i BAC4KFILL FOR PIFIF ZQNF- 5EDQING {YJE=T 9-n-1�13)j
OR MRINTENMUIE RCPGK JVYSPIDT 9-M.8(41)
FLEX48LE PIPE NOTES:
1 PROVIDE UNlFoRM SUPPORT UNDER BARRELS.
2 MANO TAMP UNDER HAUNCHES,
3. DIRECTLY OVER PIPE HAND TAW ONLY.
4. SEE STANDARD WSOCTIAPa4A 9PECIFtCA7II1)145 SECTION 2-09.4 FOR
TREI ICH WIDTH
5. FIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN iF
LOOSE LAYERS AND COMPACTED TO 96% MAXIMUM DENSITY.
G- EXCAVATE UNSTABLE MATERIAL 1i TO FIRM ML AM REPLACE KITH
FbuNDATION MATEPLAL CLASS A OR S PP-P STANC]Ak.0 VwS0WiAPWA
SPECIRCATIONS 8EIt71ON 9-D3.1 f.
PIRETYF�
MINIMUM
COVER (FT7
POBlIC7
PFt FETE
ALLOWED IN ZONE #
OF TIME APA7
WW- CORRLIGATM POLYETHYLENE PIPE {LCPF)
2-0
YF-S
YES
YES
=RRIJGATEV POLYETHYLENE PIPE ICFE] - TRIPLE MALL
z4
YES
YES
YES
POLYVINYL CHLORIDE PIPE (F'VC)
3-0
YES
YES
YES
SMID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPEI
ED
YES
YES
YES
P0LYPFt01PYLENE PIPE (RP) - DUAL WALL
ZD
YF-S
YES
YE
MINIW M DISTANCE
DIAMETER
I3ErWEEN BARRELS
12' TO 24"
Ir
w 7o 96'
DEr4AlIET£fi f $
102• TO 180"
r4�
UNLESS OTHERWI5E NOTED, DRAWING P5 NOT TO5€ALE INTS)
STD. PLAN - 220.10
PUBLIC WORKS PIPE ZONE BEDDING AND N&RiwuRod :
DEPARTMENT 81T3���
COMPACTION - FLEXIBLE PIPE artin Pa to ha
*Aa�oD DATE
PIPE ZONE BEDDING AND COMPACTION
NOT TO SCALE
T A C O M A S E A T T L E
S P O K A N E T R I -CITIES 2 REVISED PER CITY COMMENTS DATED 04/02/24 RI 9/6/24
2215 North 30th Street, Suite 300 Tacoma, WA 98403 1 REVISED PER CITY COMMENTS DATED 10/25/23 JMT 2/16/24
253.383.2422 TEL 253.383.2572 FAX www.ahbl.com WEB NO. REVISION BY DATE
SURVEYED:
DESIGNft / RI
DRAWN::
GB
CHECK
K/ MW
APPR I APPROVED
SCALE:
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
AREA DRAIN
AREA DRAIN
- DIMENSIONAL DATA
jNSIDL
DIAMETER
(in.)
OUTSIDE
DIAMETER
(ln.)
WALL
THICKNESS
(in.)
GRATE
DIAMETER
(in.)
GRATE
THICKNESS
(h.)
VICIOW
PER FOOT
(Ibs-)
BASE
SLAB
(ibS-}
MAXIMUM
HOLE SIZE
(in.)
sS'
a
2 1/2-
19 5/a'
1 3/8"
170 lts.
135 Ibs.
12'
27 1/z`
2 112'
266 @s.
236 fbK
r&'
BELL GRATE
(BEEHIVE GRATE ALSO AVAILABLE)
I'^O` Through 4'—Q`
Risers AvaAoDle
VARIE
Coretl Hole
Maximum Size = B" Less Than I.G.
NOTES:
1. GRATE SETS INTO GROOVE RECESS_
AREA DRAIN
C1 Ftle Name: 020-AREA-DRAIN
PO Box 323. Wilsonville, Oregon 97070-0323 Issue Dale: 201E
To (503) 682-28a4 Fax- (503) 682-2857 oldcas#leprecastcom1wilsonville
AREA DRAIN
NOT TO SCALE
1' MIN. �{
SCREENED TOP SOIL
3/4" TO 2-1/2" WASHED DRAIN ROCK
MARIFI 140 NS OR EQUAL
PERFORATED CPEP PIPE 1' MIN.
OR APPROVED EQUAL
I� 1' MIN. �I
2"
FRENCH DRAIN
NOT TO SCALE
CITY OF
RENTON
Planning/Building/Public Works Dept.
AREA DRAIN
OR APPROVED EQUAL
R-427819
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING 0
HHuynh 12/04/2024
DATE:
MAPLE HIGHLANDS FIELD/6/2024 BOOK:
AHBL JOB #2221005.10 PAGE:
DRAWING NO:
ROAD & STORM NOTES & C3.11
DETAILS SHEET 19 OF 39
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R- C3.11