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ZONING DISTRICT:
PROPERTY OWNER:
PARCEL NUMBER A:
•
MAXIMUM STRUCTURE HIEGHT
LEGAL DESCRIPTION:
R - 8
32ND ST. DEVELOPMENT LLC
3342101555
5,100 SF.
24 FT. ACTUAL (PALTE)
30 FT. MAX OVERALL.
HILLMANS LK WN GARDEN OF EDEN #1
PLAT BLOCK: 15
pLAT LOT: 10
ZONING DISTRICT:
PROPERTY OWNER:
PARCEL NUMBER:
LOT AREA:
MAXIMUM STRUCTURE HIEGHT
LEGAL DESCRIPTION:
R - 8
32ND ST. DEVELOPMENT LLC
3342101557
5,100 SF.
24 FT. ACTUAL (PALTE)
30 FT. MAX OVERALL.
HILLMANS LK WN GARDEN OF EDEN #1
PLAT BLOCK: 15
pLAT LOT: 11
PROJECT INFORMATION - 32ND ST. FRONTAGE IMPROVEMENT PLAN
VOYAGER DEVELOPMENT LLC
GENERAL NOTES:
ENGINEER
BRUCE MACVEIGH
1.
ALL DESIGN AND CONSTRUCTION SHALL BE ACCORDANCE WITH PERMIT CONDITIONS, THE CITY
CIVIL ENGINEER/SMALL SITE GEOTECHNICAL
OF RENTON MUNICIPAL CODE (RMC), THE RENTON PUBLIC WORKS STANDARDS AND THE
14245 59TH Ave S.
CONDITIONS OF APPROVAL. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT
Tukwila, WA 98168
CONTRACOTR AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION, OR
Cell: 206-571-8794
DEVIATION FORM TEH ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIOSN SHALL
BE AT NO ADDITIONAL COST OR LIABLITY TO THE CITY OF RENTON.
2.
THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO TEH CITY OF
RENTON PUBLIC WORKS DEVELOPMENT REVIEW CHECKLIST. ANY DEVIATION FROM ADOPTED
STANRDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY IN WRITING PRIOR TO
CONSTRUCTION.
3.
APPROVAL FO THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF UTILTIES NOT OWNED BY TEH
CITY (GAS, ELECTRICAL, ETC.).
4.
PRIOR TO CONSTRUCITON OR DEVELOPEMTN ACTIVITY, A PRECONSTRUCTION MEETING SHALL BE
HELD BETWEEN THE CITY OF RENTON, THE APPLICANTS, AND THE APPLICATNS CONSTRUCTION
REPRESENTATIVE.
5.
A COPY OF THESE APPROVED PLANS SHALL BE ON TEH JOB SITE WHENEVER CONSTRUCTION IS
IN PROCESS.
6.
CONSTRUCTION HOURS ARE 7:00 AM TO 8:00 PM MONDAY THROUGH FIRDAY AND 9:00 AM TO 6:00
PM ON SATURDAYS. WORK IS NOT ALLOWED ON SUNDAYS AND SOME HOLIDAYS IN ACCORDANCE
WITH RMC.
7.
IT SHALL BE THE APPLICANTS/CONTRACTORS RESPONSIBILITY TO OBTAIN ALL NECESSARY
CONSTRUCITON EASEMENTS BEFORE INITIATING ANY OFF SITE WORK.
8.
VERITICAL DATUM SHALL BE NORTH AMERICAN VERITICAL DATUM OF 1988 UNLESS OTHERWISE
APPROVED BY THE CTY OF RENTON. HORIZONTAL DATUM SHALL B IN TEH WASHINGTON STATE
PLANE COORDINATE SYSTEM, NORTH ZONE, USING NORTH AMEICAN DATUM OF 1983 UNTLESS
OTHERWISE APPROVED BY THE CITY.
9.
DEWATERING (GROUNDWATER) SYSTEM CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
CURRENT WSDOT STANDARD SPECIFICATIONS.
10.
OPEN CUTTING OF ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY
AND NOTED ON TEH APPROVED PLANS.
11.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGARUDS, SAFETY
DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT
THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, ADN TO PROTECT PROPERTY IN CONNECTION
WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR, ANY WORK WITHIN THE
TRAVELED RIGHT OF WAY TAHT WAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT
LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. MANUFLA ON UNFIORM TRAFFIC
CONTROL DEVICES SHALL APPLY. WORK IN RIGHT OF WAY IS NOT AUTHORIZED UNTIL A TRAFFIC
CONTROL PLAN IS APPROVED BY THE CITY.
12.
ANY CHANGES TO THE APPROVED PLANS MUST BE SUBMITTED TO TEH CITY IN WRITING, NO
CONSTRUCTION ON THESE CHANGES SHALL BEGIN UNTIL APPROVED BY THE CITY.
13.
PER RCW SECTION 19.122, CALL 811 BETWEEN TEN (10) AND TWO (2) BUSINESS DAYS BEFORE
BEGINNING EXCAVATION WHERE ANY UNDERGROUND UTILITIES MAY BE LOCATED. FAILURE TO DO
SO COULD MEAN BEARING SUBSTANTIAL REPAIR COSTS.
14.
APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE
RECORDS AND ARE SHOWN FOR CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFICATION OF EXISTING UTILITY LOCATIONS WHETHER OR NOT THESE UTILTIES ARE SHOWN
ON THE PLANS. THE CONTRACTOR SHALL EXERCISE ALL CARE TO AVOID DAMAGE TO ANY UTILITY.
IF CONFLICTS WITH EXISTING UTITLIES ARISE DUIRNG CONSTRUCTION, TEH CONTRACTOR SHALL
NOTIFY THE CITY OF PUBLIC WORKS CONSTURCTION INSPECTOR AND ANY CHANGES REQUIRED
SHALL BE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT PRIOR TO
COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. THE CONTRACTOR IS
RESPONSIBLE TO ENSURE THAT UTILITY LOCATES ARE MAINTAINED THORUGHOUT THE LIFE OF
THE PROJECT.
15.
ALL DMAGES INCURRED TO PUBLIC AND/OR PRIVATE PROPERTY BY THE CONTRACTOR DURING
THE COURSE OF CONSTRUCTION SHALL BE PROMPTLY REAPIRED TO THE SATISFACTION OF THE
PUBLIC WORKS CONSTRUCTION INSPECTOR BEFORE PROJECT APPROVAL AND/OR RELEASE OF
THE PROJECTS PERFORMANCE BOND.
16.
ALL LANDSCAPED AREAS OF THE PROJECT SHALL INCLUDE A MINIMUM OF 8 INCHES OF
COMPOSTED SOIL AMENDEMENT ATOP A MINIMUM OF 4 INCHES SCARIFIED SOIL.
17.
NO FINAL CUT OR FILL SLOPE SHALL EXCEED SLOPES OF TWO (2) HORIZONTAL TO ONE (1)
VERITICAL WITHOUT STABLIZATION BY ROCKERY OR BY A STRUCTURAL RETAINING WALL, UNLESS
DESIGNED AND COMPLETED UNDER THE SUPERVISION OF A LICENSED GEOTECHNICAL ENGINEER.
18.
THESE PLANS ARE APPROVED FOR STANDARD ROAD AND DRAINAGE IMPROVEMENTS ONLY,
STRUCTURES SUCH AS BRDIGES, VAULTS, AND RETAINING WALLS REQUIRE ADDITIONAL PERMITS
FORMT EH CITY PRIOR TO CONSTRUCTION.
19.
NO MATERIALS OR EQUIPMENT SHALL BE PLACED OR STORED ON PUBLIC RIGHT OF WAY AT ANY
TIME.
DEVELOPMENT ENGINEERING
20.
ANY CONSTRUCTION RESULTING IN A NEED FOR TRAFFIC CONTROL WITHIN THE PUBLIC RIGHT OF
HHuynh 01/23/2025
WAY SHALL REQUIRE A RIGHT OF WAY PERMIT APPROVED BY THE CITY.
21.
CONSTRUCTION NOISE SHALL BE LIMITED TO THE CONSTRUCTION HOURS UNDER RENTON
MUNICIPAL CODE.
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Revision
Revision Description
Revision
Number
Date
Revision
Schedule
Client:
1302 N 30TH ST
RENTON WA 98056
Drawn By: Sheet
Date: C 1
Scale:
R-432801
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PROJECT INFORMATION - VOYAGER WEST - 32ND
ZONING DISTRICT: R - 8
PROPERTY OWNER: 32ND ST. DEVELOPMENT LLC
PARCEL NUMBER: 3342101555
LOT AREA: 5,100 SF.
MAXIMUM STRUCTURE HIEGHT: 24 FT. ACTUAL (PALTE)
30 FT. MAX OVERALL.
LEGAL DESCRIPTION:
HILLMANS LK WN GARDEN OF EDEN #1
PLAT BLOCK: 15
pLAT LOT: 11
CONSTRUCTION NOTES
Type Mark Keynote
PROPOSED
TRAFFIC
CONCRETE CURB LANDSCAPE
C
AND GUTTER PER
COR STD. PLAN
101 AND 103
VERTICAL
SAWCUT &
MATCH EX.
GRADE
2%
7" HMA CL 1/2" PG 58H-22
6" CRUSHED
RESURFACING TOP
COURSE (CSTC) 2" BARK OR WOOD
CHIP MULCH
12" TOP SOIL TYPE A
TYP. ROW CROSS SECTION A - A
1 : 40
1
NEW AND EXISTING UTILITIES FROM POWER POLE ARE REQUIRED TO BE
UNDERGROUND TO HOUSE - COORDINATE WITH THE CITY AND UTILITY COMPANIES.
EXISTING SEWER STUB TO BE USED. EXISTING SEWER STUB TO BE CCTV'D BY
2
APPLICANT AND PROVIDED TO THE CITY FOR REVIEW. IF EXISTING STUB IS NOT
PROPOSED FOR RE -USE OR IF CCTV VIDEO FINDS IT IS NOT RE -USABLE, THEN THE
EXISTING STUB SHALL BE REMOVED AND CAPPED AT THE MAIN. SEWER LINE IN THE
PRIVATE PROPERTY SHALL HAVE A SURFACE CLEANOUT WITH A CAST IRON RING AND
COVER. CLEANOUT TO BE CENTERED IN A 2' X 2' CONCRETE PAD. CONCRETE PAD TO
BE 8" IN DEPTH. REFER TO COR STD. PLAN 406.1
NEW 1" WATER LINE TO BE RAN TO THE PROPERTY PER COR STD. DETAIL 320.1
3
4
ASPHALT TRANSITION FROM SIDEWALK TO EX. GRADE @ MAX 8 PERCENT - PROVIDE
TEMPORARY HMAC RAMP FOR ACCESS.
5
NEW 5' CEMENT CONCRETE SIDEWALK PER STD. PLAN 102.0
6
NEW CEMENT CONCRETE CURB AND GUTTER PER STD. PLAN 101.0
7
3' MIN. SAWCUT (FROM FACE OF CURB) & MATCH EXISTING GRADE. PAVEMENT PATCH
PER CITY STANDARDS - PER COR STD. PLAN 103.0
8
CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE R1 B SEE DETAIL - STANDARD PLAN
104.3
9
INSTALL NEW STREET TREES PER RMC 4-4-070 REFER TO BUILDING SITE PLAN FOR
SPECIES.
10
PROPOSED LOCATION OF WATER METER
8
CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE R1 B SEE DETAIL - STANDARD PLAN
104.3
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(SEE NOTE S, t I (SEE Note fi)
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(SEE Sip PLAN 1321
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'SEE NOTE 71
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PLAN VIEW
VARIES
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DEPRESSED CW A GVTTER
SILENT CONCRETE
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EXPAbSION zOtNT (TYP I
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IEEE NOTE )I
\
- SECTION A
"me S.
'12 R(rYrl
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t'\ DIFFERENCE IN SLOPE MAX -DR -
NE*AY VO4 TIVE SLOPE ISLOPE SHOWN EXAGrARATEDI 167.
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DRIVEWAY W RELATIVE
NEGATIVE SLOPE (SLOPL-
SHOWN EXAGGERATED
CEMENT
CONCRETE
SIDEWALK
i
TYPE R 1 B - ISOMETRIC VIEW
(RESIDENTIAL WITH BUFFER)
CEMENT CONCRETE
CURS S GUTTER
ISEE NOTE 31
♦`� Y O
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCE - TYPE R1 B
For NOTES STO PLAN 104.2
STD. PLAN - 104.3
PRCWFD r
Gregg Zimmerman, Public Works Administrator
NOTE:
ALL GRADING WORK WILL BE DONE ON
SITE.
CURB
PLANTER SIDEWALK
EQ � I � EQ
PROPOSED
STREET
TREE
1.5% MAX. 1.5% MAX.
z
PROPOSED 4" CEMENT
CONCRETE SIDEWALK
PER COR STD. PLAN 102
6" CRUSHED
RESURFACING TOP
COURSE (CSTC)
ALL TRENCH RESTORATION AND STREET OVERLAY TO
FOLLOW THE CITY OF RENTON "TRENCH RESTORATION AND
STREET OVERLAY REQUIREMENTS" GUIDELINES.
TREE SPECIES
AMERICAN LINDEN
(TILIA AMERICANA)
- FROM PAGE 16 OF 16 OF THE CITY OF
RENTON APPRVED STREET TREE LIST
CONTRACTOR SHALL INSTALL CONDUIT FOR
UNDERGROUND OF EXISTING OVERHEAD
POWER/TELECOM AND OTHER UTILITIES TO THE
PROPERTY.
A NEW 1" WATER SERVICE SHALL BE INSTALLED FROM
EXISTING WATER MAIN ON 32ND ST N. BY CITY FORCES
THE SERVICE WILL RUN TO A NEW 1" WATER METER
LOCATED IN THE APPROXIMATE LOCATION NOTATED BY
CALLOUT 10. A SEPARATE PERMIT WILL BE REQUIRED
FOR THIS SCOPE OF WORK. IT WILL BE PREPARED BY
CITY STAFF UPON BUILDING PERMIT APPROVAL.
IF A PRESSURE REDUCING VALVE IS NCESSARY (PRV).
THE PRV WILL BE INSTALLED INSIDE THE GARAGE OF THE
NEW HOUSE.
ALL TRENCHING AND PAVEMENT CUTS BE BE MADE IN
ORDER TO RUN THIS WATER LINE WILL BE COMPLIANT
WITH THE CITY OF RENTON TRENCH RESTORATION AND
OVERLAY REQUIREMENTS.
CB - 4 - COR - (PUBLIC)
NEW - TYPE 1 VANED GRATE
STA: 0+ 8, 11.66' RT
RIM: 123.00
IE (E): 120.38
IE (S): 120.20
0+00
CB - 5 - COR - (PUBLIC)
NEW - TYPE 1 VANED GRATE
STA: 0 + 8, 13.83' RT -
RIM: 123.00
IE (E): 12015
EX - IE (W): 120.00
EX. 12" CONCRETE PIPE
BOC:124.0
OC: 124.50
50'
5
I�
4.5
SIDE SEWER 124.75 0
CLEAN OUT
LOCATION
SSS IE/ELEV: 11 . 0
2 SIDE SEWER SHALL BE
INSTALLED PER COR STD.
PLAN 406.2
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1" = 1'-011
"It It /"
P A R K W E S T ❑ E S I G N
I
10
3
CONNECT TO EXISTING
SEWWER MAIN. NEW
SEWER STUB SHALL BE
INSTALLED PER COR STD. O
DETAIL 406.1 REF. SHEE 4-
FOR STD. DETAIL.
s
EXISTING SIDE 1 SS IE/ELV: 117.
SEWER STUB CB - 3 - COR - (PU LIC) CB - 1 - COR (PUBLIC)
LOCATION NEW - TYPE 1 VAN D GRATE \CB - 2 - COR - (PUBLIC) NEW TYPE - 1 VANED GRATE
STA: 0+51, 11.66'R NEW - TYPE 1 VANED GRATE STA: 1+08, 11.66'RT
SS IE/ELEV: 110.5 RIM: 126.00cj� RIM: 130.00
IE (W): 123.50 STA: 0+77 11.66'RT IE (W): 126.00 Q
28.00
CL- IE (E): 123.00_ RIM: 1124.8
IE (S): 123.25 -CL IE (W): 124.4 Cn
IE (W): 124.40 CL -4' 1+20 n
BOC:126.0 IE (S): 124.60 Cn 1..�
EX. CITY SEWER SEWER MAIN 8" CON. PIPE @ 3.898% TOC: 126.5 EX. CITY SEWER MAIN 8" C . PIPE @ 3.898% �
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112" D.I. PIPE @ 7.94 /0 12" D.I. PIPE 4.828% " o O Uj
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REMOVED aSIDE SEWERREE TO BE
CLEAN OUT
° 416' - 0" I a.
� d _ LOCATION' _ Q Z W
MAX. DRIVEWAY V1 ITH RMC 4.4-0801.3.b d
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a o °° " SS IE/ELEV: 120.01i _ I
PROPOSED `4 \ o I� d d a 4, -
'DRIVEWAY ' �' N u =
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a co INSTALLED PER COR - O
STD. PLAN 406.2 , I
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FF. ELEV.124.00 FF. ELEV. 128.00
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= ELEV.125 N FF ELEV. 129
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DEVELOPMENT ENGINEERING 0
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H H uyn h 01 /23/2025
❑o
Revision Revision Description Revision
Number Date
Revision Schedule
(Client-
1302 N 30TH ST
RENTON WA 98056
Drawn By: Sheet
Date: F 1
Scale:
As indicated
FRONTAGE PLAN
R-432802
CD
N
co
I
6
0
W
CB-5-COR
NEW - TYPE'
STA: 0+8, 13.1
RIM: 123.00
IE (E): 120.15
EX: - IE (W): 1
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B ELEVATIONS
1 " = 10'-0"
FINISHED GRADE 9" TO 12"
o
a
24" TO 30"
221/2° i
MAIN
LOOP DOWN TO CENTERLINE OF WATER MAIN
TO PROVIDE SLACK IN SERVICE LINE TO METER
MATERIALS
Z
r /- IN UNIMPROVED ROW,
it w INSTALL METER BOX
n AT PROPERTY LINE WITH
1" COPPER TAILPIECE
SIDEWALK
w CITY PRIVATE
a-
O
a PIPING PIPING
d 12"
21" TO 30"
1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET,
OA
CORPORATION STOP
FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ
OB
TUBING
1" TYPE "K" SOFT COPPER TUBING
1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK
OC
METER SETTER
VALVE ON OUTLET, FORD VBH74-15W-44-44-Q-NL, A.Y. MCDONALD 721-415WCQQ 44, OR MUELLER
B-24701-6AN, INSTALL CENTERED AND SQUARED IN METER BOX, PROVIDE ADAPTERS FOR 5/8"x3/4" METERS
OD
WATER METER
AM] WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY
O
METER BOX
METER BOX, ARMORCAST A6001946PCX18, WITH METER BOX LID, ARMORCAST A6001969RCI-H7, TO READ
"RENTON WATER"
O
COUPLER AND PLUG
COUPLER (PACK JOINT x PACK JOINT), FORD C4#-4#-Q-NL, WITH 1" GALVANIZED PLUG IF SERVICE LINE TO
PROPERTY IS TO BE INSTALLED IN THE FUTURE
OG
GRAVEL
11/4" WASHED GRAVEL
•;� PUBLIC WORKS
DEPARTMENT
1" WATER SERVICE
STD. PLAN - 320.1
APPROVED:6/28/202'
Martin Pastucha DATE
Public Works Administrator
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
2Q 2p,
S
5
2", 4", 6", 12", OR 24"
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
�0,,6
#3 BAR EACH CORNER
#3 BAR EACH SIDE
#3 BAR EACH WAY
PRECAST BASE SECTION
#3 BAR HOOP
#3 BAR EACH
CORNER 18" MIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
URIPUBLIC WORKS
DEPARTMENT
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
CONCRETE
12"
ALL METAL PIPE
15"
CPSSP',
STD. SPEC. 9-05.20
12"
SOLID WALL PVC,
STD. SPEC. 9-05.12(1)
15"
PROFILE WALL PVC,
STD. SPEC. 9-05.12(2)
15"
' 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
9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE 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
OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE 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 SPECIFICATION 9-04.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN,
5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
111:24V OR STEEPER.
6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE
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 9-04.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND
FRAMES.
9. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S 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.
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (r
STD. PLAN - 200.00
CATCH BASIN TYPE 1
GAZ
i
9/28/2018
DATE
6 1/2"--
5 1/2` y 1"
r
FACE OF CURB
TOP OF
ROADWAY
r
1' 6"
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
6 112`
- FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
1.12 1:24
TOP OF
1/2" R. ROADWAY
ico
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
318"
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
6" CEMENT CONCRETE
112" R. 1"R. SIDEWALK RAMP
VARIES
OR LANDING
� i
FROM
6"TOO
r
3/8" PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
6 1/2"
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
1/2' R. ROADWAY
2"
Y
f
I
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF ADJACENT CURB
GUTTER SURFACE
FACE OF CURB
6 1/2"
5 1/2" _ 1"
112" R. ' 1" R.
TOP OF
cO ROADWAY
r
8114"
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101 A for curb expansion and contraction joint spacing.
2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler.
3. For Depressed Monolithic Driveway Curb 8 Gutter Section, see Standard Plan 104.2
STD. PLAN - 101
• PUBLIC WORKS CEMENT CONCRETE CURBS 411p;
DEPARTMENT
DEVELOPMENT ENGINEERING
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Revision Revision Description Revision
Number Date
(Client-
Revision Schedule
1302 N 30TH ST
RENTON WA 98056
Drawn By: Sheet
Date:
F2
Scale:
1 " = 1 0'-0"
R-432803
DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3
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TEMPORARY PLUG (MJ) WITH 2-INCH TAP
AND 2-INCH BLOW -OFF ASSEMBLY
CONCRETE BLOCKING
TESTING DETAIL
w
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IEW D.I. WATER LINE
VERTICAL CROSS(MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF
TEMPORARY BLOCK
FINAL CONNECTION DETAIL
' O NEW D.I. WATER LINE
(AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING
AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF
AND CONNECT TO VALVE WITH D.I. SLEEVE (MJ) & D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES
NOTES:
1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR
EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES
AND VALVES SHALL BE WATER TESTED BEFORE TAP
2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT
LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN.
3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE
4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY
SPEER TAP OR SUPERIOR TAPPING INC.
5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL
ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW
LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING
STUB.
6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE
TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL.
uti�Y C CONNECTION TO WATER MAIN WITH STD. PLAN — 300.1
es + PUBLIC WORKS
� LIN DEPARTMENT TAPPING TEE & VALVE MARCH 2O10
-r----------
f� EX. SEWER MAW
I I I I
l PROPERTY LINE
SPOOL I I I z I
I 1 I 1
(LENGTH AS NEEDED) i i i - I 3'-O" MIN
O
6" SEWER STUB !s'tif' FUTURE 4" SIDE SEWER
I I 1
I I I 1
I I I 1
SEWER MAIN TEE X 6" TEE
SIDEWALK
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f2"x 4" STUD MARKING POST PAINTED
6" CAP J WHITE WITH THE WORD "SEWER" STENCILED
IN 3" HIGH BLACK LETTERS AND #6 WARE
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD
CONCRETE PAD TO BE 8" IN DEPTH
EXISTING SANITARY _
SEWER MAIN r2 Dy" MIN SLOPE
t`FUTURE a" SIDE SEWER
\\-6" SEWER STUB 6"X6"X6" WYE FUTURE 6"x 4" REDUCER
`SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL)
0. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING
"STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F HDPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER
G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL
NOTES•
1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF
RENTON PUBLIC WORKS DEPARTMENT
2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER
THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER
3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR
4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE
SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT
THE APPOINTED TIME DO NOT 6ACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR
5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102
6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405
7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON
SIDE SEWER STUB STD. PLAN -406.1
�� PUBLIC WORKS APP
"�'%NDEPARTMENT INSTALLATION Martin PastuCKW26/202
(SEWER MAIN TO PROPERTY LINE) ,
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Revision
Revision Description
Revision
Number
Date
Revision
Schedule
Client:
1302 N 30TH ST
RENTON WA 98056
Drawn By: Sheet
Date: F 3
Scale:
R-432804
FACE OF CURB
- 6 1/2'_51n- _1.
1.'2- R. 1' R. 124
I ) TOP OF
lr1"R. ROADWAY
1
i -6 - T
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
- 6 1/2-- FLUSH WITH GUTTER
PAN AT SIDEWALK
RAMP ENTRANCE
L 1 1:24
TOP OF
1 r2" R. ROADWAY
� r I
1
G
1
1 6'
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
3r8"
- .• P• IAA•
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
_ 6' _ CEh1ENT CONCRETE
112' R 1' R
VARIES SIDEWALK RAMP
OR LANDING
FROMi
6'TO0 l
1
310' PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
- G i rr
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
f 1 1• ln' R. ROADWAY
+- /
1
1 6"
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF ADJACENT CURB
GUTTER SURFACE
FACE OF CURB
61n
51n" 1"
1n" R. _ _ - 1' R.
I
TOP OF
ROADWAY
f Ly
1
8 11.1' -
CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS. AND ALLEYS
GENERAL NOTES:
1. See standard plans 102 and 101.1 for Curb expansion and conlractwn )oint spacing.
2. Expansion Joint shall be full depth, 318" lin.) premolded joint filler.
3. For Depressed A1dnd'ithic, Driveway Curb & Gutter Section, see Stardard Plan 104.2
STD, PLAN - 101
PUBLIC WORKS,CEMENT CONCRETE CURBS n
DEPARTMENT' `
DacuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY. THE APPLICANT, AND THE APPLICANT'S CONTRACTOR
2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE. AND FEDERAL PERMITS PRIOR TO CONSTRUCTION.
3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE
WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO
CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO
THE CITY
4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E-G. WATER.
SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY
THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION
FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.
5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL
THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT
SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL
UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A
CONFLICT EXISTS.
7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY.
REFERENCE BENCHMARK, DATUM. AND ELEVATIONS SHALL BE NOTED ON THE PLANS.
8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND
MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS, IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL
BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92 % OF MAXIMUM DRY DENSITY.
9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE
APPROVED PLANS ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS,
10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE
DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS. OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED.
11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE
APPROVED BY THE CITY.
12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH 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 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, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10. AND
220.20.
13. STEEL PIPE SHALL BE ALUMINIZED. OR GALVANIZED WITH ASPHALT TREATMENT 1. 2. OR 5 INSIDE AND OUTSIDE.
14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN
204.10. 204-20. 204.30, AND 204.50. STRUCTURES SHALL HAVE:
• RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY.
• ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE,
• ROUND. SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE
PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO.
15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM.
16. LIDS OF MANHOLESICATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLEICATCH BASIN RIMS
SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES. UNLESS OTHERWISE SHOWN.
17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE BOTTOM OF THE DITCH.
EXISTING ASPHALT .
PAVEMENT
SAWCUT
(SEE NOTE 2)
RTERIAL STREET MINIMU
7" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM I
4" HMA (or ACP Class B)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 267.00
mitt PPR t
PUBLIC WORKS SURFACE WATER STANDARD PLAN )
IR-11 DEPARTMENT NOTES (1 OF 2) GAZ 9/28/2018 1
P�bl,r W-1 Ad-It.•m, DATF
2.0' MIN.
(SEE NOTE 2)
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER.
2. SAWCUT SHALL BE POSITIONED I' - 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS,
NEW CURB
& GUTTER
STD. PLAN - 103
PUBLIC WORKS CURB AND GUTTER \ PPRO D:
DEPARTMENT REPLACEMENT DETAIL Z
DacuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
B RAISED EDGE DETAIL
LEVEL 112 EXTEND SIDEWALK 1RANSVERSE 1' - D' 1' - D"
Iri-VN)R JOINTS TO INCLUDE RAISED EDGE
R011 DING 2--
`.> SEE RAISED EDGE
V-0" SIDEWALK DETA)L-THISSHE
ALL CUT MN
-LOPES+
Irl" (IN) R. (TYP.)
2.094 1 1 5% FOR CURD DETAILS
Op. _ `SEE STO PI f01
V.
I'8" (IN) PREVOLDED JOINT FaLER
TYPICAL WHERE APPLICABLE
I 1fZ- (IN) R rr`cP.) USTIFOR CURB DETAILS
1k% SEE STD PLAN 101
^t s•'••'-:u•r r) �8RUSH G ROADWAY
' CRUSHED ROCK &+5
LTY"': UNDER ~ CRUSHED SURFACING TOP COURSE (CSTC)
SIDE,VALK ptI PA CT TO 95% MODIFIED PROCTOR
WITMRAISEDEDGE (UNLESSREOUIREMENTWAIVEDBY
ENGINEER) TYPICAL UNDER ALLCURB.
ALL CURB & GUTTER)
1 FINISHED GRADE V(IN) BELOW
SIDEWALK
TOP OF CONCRETE SURFACE
�-�
ADJACENT TO CURB 1, D, 1, 0, MIN
ROU DING I? (IN) R (TYP I
FOR CURB PLAIN
AILS
101
% SEE STD PlAV 101
�4
•ter,::: - - -
00.10GE OR PEDESTRIAN5t�acN, •' �--
RAILING -\ StY- ,-yt
FOR CURB DETAILS ADJACENT TO CURB
ELVTRIER - SEE S'DEWALK SEE ETD PLAN 101 (STEEP FILL SLOPES)
CONTRACT PLANS -1YALl, OR RARR:ER
I I SIDEWALK
FLusH vl• 1_ss: y
VERTICAL WALL
SEE WALLDETA``• •
]'&- (IN) PREMOLDEO )Y • -
JOIFfTFILLER
ADJACENT TO CURB AND RAILING OR WALL a' (IN)
yPREMOIDED
JOINT FILLER
TREATLFOR �N7 I SIDEWALK I SUrFER STRIP SIDEWALK ADJACENT WALL DETAIL
SL
-SID ALR- (SEE NOTE 10)
OT 14 1R-(IN)R
SECTIONS 1 (TYP )
•• .S%• r FOR CURB DETAILS
1.5%MIN / SEE STD PLAN IDI
• \ ' • I :. BROOMED FINISH
!-E
OR MATCH EXISTING
t-YADE.SMOOTH
FINISHD GRADE I-(iN) BELOWTGP OF CTROWELED PERIMETER_
SURFACE FOR PLANTING - FLUSH IF PAVED Q
1¢ 3" O CEMENT CONCRETE CURB
(CURB AND GUTTER SHOWN)
ADJACENT TO BUFFER STRIP / FOR CURB DETAILS
/ 5 • p' -t � ' SEE STO PLAN 101
gn
_ t;W TO 176-
NOTES
1. Four feet of the sidewalk width shall n�
CONTRACTION JOINT
be the minimum pedestrian IN slDEwux Drat• ram'•
accessible route ;=.+n� free of vortical'•7177, ,'•
and horizontal obstructions. Gratings, t:�\ r !►" ' '�
Access Covers, JUnd10nBoxes, FULL-DCPTHEXPANSION JOINT INBOTII-��--�• '
Cable Vaults, Pull Boxes and other
I CURB AND SIDEWALK (SEE STU PLAN 10,
11
appurtenances within the Sidewalk ` s�Q f 318, C CONTRACTION JOINT
must be flush with surface, and match q�
grade of the sidewalk. JOINT AND FINISH
DETAIL - • --- --
3 Monolithic Cement Concrete Curb and
Sidewalk K not permitted in new For other referenced NOTES see • ! ' ' . i ;Rom°;
construction. When replacement work STD PLAN 104.2.
necessitates a Monolithic Cement Concrete Curb build per WSDOT JOINT PREMOLDE
C1_DFILLER
Standard Plan F-30.10-03. Paved surfaces must Comply with E FULL -DEPTH
3. Concrete to be 4.000 PSI, STD PLAN 102.1 as applicable
EXPANSION JOINT
STD. PLAN - 102
CEMENT CONCRETE
SIDEWALK
r..
PUBLIC WORKS
DEPARTMENT
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES-
18, ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT
AND SHALL MEET THE FOLLOWING SPECIFICATIONS:
• 4 - 8 INCH ROCK 140 - 70% PASSING:
• 2 - 4 INCH ROCK ! 30 - 40% PASSING: AND
• LESS THAN 2 INCH ROCK 1 10 - 20% PASSING.
19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE
CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE. UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS.
20, THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM' SHALL BE LOCATED AT THE PROPERTY
LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227-00,
21, ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE. AND CUT SHEETS SHALL BE PROVIDED
TO THE CITY PRIOR TO CONSTRUCTION
22, ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL
PROJECT CURBS, GUTTERS AND/OR PAVEMENT.
23 ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7.04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS
AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY, STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS
TESTED.
24, FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED. GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL
EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN
264.00.
25, ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION ANDIOR LIABILITY
CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM
SYSTEM PROVIDED DURING CONSTRUCTION.
26. ADEQUATE SAFEGUARDS, SAFETY DEVICES. PROTECTIVE EQUIPMENT, FLAGGERS. AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF
THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT
STANDARD SPECIFICATIONS 1.10 TEMPORARY TRAFFIC CONTROL SHALL APPLY.
27 PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER
PROTECTION REGULATIONS (RMC 4-3-050).
28, PLACEMENT OF SURFACE APPURTENANCES (CATCH BASINWANHOLE LIDS. CLEANOUTS. INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF
STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE, ANY SURFACE APPURTENANCE PLACED IN A
SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS.
29, CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS- PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT
30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM-
31, CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE
PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO
CONSTRUCTION APPROVAL OF THE PAVEMENT COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE
PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE
MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE.
THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G.. PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE
WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST- PERMEABLE PAVERS SHALL BE TESTED USING
ASTM C1781.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
Aontbk
STD. PLAN - 267.10
143 PUBLIC WORKS SURFACE WATER STANDARD PLAN PPR 1)
DEPARTMENT NOTES (2 OF 2) GAZ 9/28/2018 1
10I., Adm I-., DATF
:45 Af
DEVELOPMENT ENGINEERING
HHuynh 01/23/2025
:01
Color Codes
The utilities will be identified by
painted marks or flags within
twenty-f ur Inc_hes on either Side
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RED
Elector
YELLOW
Gas, Oi, Fuel
ORANGE
Cable, TV. Tolophonv
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Revision Revision Description Revision
Number Date
Client:
Revision Schedule
1302 N 30TH ST
RENTON WA 98056
IN COMPLIANTEIWITH CITY OF RENTON STANDARDS
rawn By:
Date:
Sheet
F4
w
7i
Q NIr Qu MATT
SURVEYED:
DESIGNED:
DRAWN:
C HEC KED:
A Q Q Q APPROVFI
SCALE: VERTICAL: NAVD
"ORIZo5/ NAD 19CITY OF
83/1991
ONE RENTON
Il Plcnning/Building/Public Works
E;6NE
ANLIE Dept.
ACCORDINGL
Scale:
LING RESIDENCE
RENTON, WA 98056
TYPIC.AI gTAKnARn nFTAII
6/1
D RI
R-432805 PAL,t/101"(01K
SHEET: 2
CIF:
C2
13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
NC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
RON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN
12" MAX
FINISH GRADE
11
gIw
36" MIN! COVER,,
- o
N o L)
_
-W DUCTILE
IRON
WATERMAIN
CITY PRIVATE
PIPING PIPING
z I IN UNIMPROVED RIGHT OF
�
z
I
J WAY INSTALL METER BOX AT
PROPERTY LINE WITH 12"
w' LONG COPPER TAILPIECE.
w
SIDEWALK
aI
a
I
I
TOUCHREAD WATER
METER TO BE
12
SUPPLIED BY THE
z
a
CITY
TYPE "K" SOFT
`
>
o
/ COPPER TUBING
17
IF SERVICE LINE TO HOUSE IS
TO BE INSTALLED IN THE FUTURE
INSTALL FORD C14-33 OR 44 FIPT
x COMPRESSION COUPLING
� LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WC0033, OR
MUELLER: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-B-2470-2
(3/4" F61000-3-Q) OR AY MCDONALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" FB1000-4-0) OR AY MCDONALO 4701B INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
TYPICAL
RIB
3/4" OR 1"
GALVANIZED
PLUG
NOTE:
THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE
NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN
ONE RIB.
34" AND 1" WATER SERVICE STD. PLAN - 320.1
L
3
M
0
¢
0
INSIDE HOUSE
PREFERRED CONFIGURATION
5
�2
3 10 8 10 4 2
FLOW
#
ITEM
AMT
1
90• GALVANIZED STEEL ELBOW
4 EA.
2
3/4" PACKING JOINT COUPLING W/MALE IRON PIPE
2 EA.
THREAD FOR COPPER PIPE SERVICE: FORD C84-33 OR
EQUIVALENT FOR GALVANIZED PIPE SERVICE:FORD C85-33
OR EQUIVALENT
3
PRESSURE REDUCING VALVE W/STRAINER - 3/4"
1 EA.
WITH UNION COUPLINGS AT INLET AND OUTLET,
WILKINS 600 SERIES OR EQUAL (WITH INTERNAL BYPASS
AND STRAINER)
4
3/4" CLOSE UNION - BRASS (M X F)
1 EA.
5
3/4" BRASS VALVE
VARIABLE
6
12" STANDARD METER BOX W/SOLID COVER
1 EA.
CONCRETE: 17 1/4 X 28 5/8 INSIDE DIMENSIONS, EQUAL TO
FOG TITS METER SEAL CO. +2 PLASTIC: 13 X 24 j INSIDE
DIMENSIONS, EQUAL TO BROOKS METER BOX
7
3/4" GALVANIZED STEEL PIPE. THREADED. LENGTH AS
VARIABLE
REQUIRED
8
3/4- X 1/4" X 3/4" STD. BRASS TEE
1 EA.
9
1/4" PETCOCK (M X F)
1 EA.
10
3/4" BRASS NIPPLE
VARIABLE
PROPERTY
7
ADJACENT TO WATER METER
LINE
5 6 9 5
SAWDUST
FILL
7
7FROM
JMIN
P ATYp L
WATERMETER
3 10 B 10 4
2
O
FLOW
FUNCTION
THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE
HIGH-WATER PRESSURES IN THE SERVCE CONNECTION TO AN
ACCEPTABLE RANGE OF 55 TO 75 PSI INSTALLATION OF A
PRESSURE REDUCING VALVE IS REQUIRED WHERE THE SERVICE
CONNECTION PRESSURE EXCEEDS 80 POUNDS PER SQUARE INCH
IN ACCORDANCE TO THE UNIFORM PLUMBING CODE.
INSTALLATION
THE PRESSURE REDUCING VALVE SHALL BE LOCATED ON
THE CUSTOMER'S PROPERTY "DOWNSTREAM" OF THE
METER BOX. RESPONSIBILITY FOR PROPER INSTALLATION,
OPERATION, AND MAINTENANCE OF THE VALVE SHALL BE
ASSUMED BY THE CUSTOMER, THREE POSSIBLE
CONFIGURATIONS FOR INSTALLATION OF THE VALVE ARE
SHOWN ABOVE. A BUILDING DEPARTMENT PLUMBING
PERMIT IS REQUIRED PRIOR TO INSTALLATION
,-�
34" & 1" INDIVIDUAL PRESSURE REDUCING STD. PLAN - 340.5
0 VALVE ASSEMBLY
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET, ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES.
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY. THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY. STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION.
3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE
WATER DESIGN MANUAL (RENTON SWDM). RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL
CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO
CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO
THE CITY.
4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING. AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER,
SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY
THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION
FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY.
5, A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.
6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL
THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT
SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL
UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A
CONFLICT EXISTS,
7, VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY.
REFERENCE BENCHMARK. DATUM. AND ELEVATIONS SHALL BE NOTED ON THE PLANS.
8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14w - COMPACTION AND
MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS. ALL TRENCH BACKFILL SHALL
BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY.
9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE
APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS.
10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION, WHERE SHOWN ON THE PLANS OR WHERE
DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED.
11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE
APPROVED BY THE CITY.
12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH 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 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, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10. AND
220.20.
13, STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1. 2. OR 5 INSIDE AND OUTSIDE.
14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN
204.1D. 204.20, 204,30. AND 204.50. STRUCTURES SHALL HAVE:
• RECTANGULAR OR ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY.
• ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE.
• ROUND. SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE
PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO.
15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM.
16, LIDS OF MANHOLESICATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLEICATCH BASIN RIMS
SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.
17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE BOTTOM OF THE DITCH.
UNLESSOTHERWISE NOTED, DRAWING ISNOTTO SCALE (NTS)
STD. PLAN - 267.00
UR)PUBLIC WORKS SURFACE WATER STANDARD PLAN PPR D:
DEPARTMENT NOTES (1 OF 2) GAZ 9/28/2018 1
o"ee, won. nem ",,,,,.o, DATE
REVISION
UoCuz5ign tnvelope
BEDDING MATERIAL FOR
SANITARY SEWER PIPE
(SEE NOTE 5) ---\
FOUNDATION LEVEL
LIMITS OF PIPE ZONE
V-10"
O.D. OF PIPE
6"
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE. HAND TAMP ONLY.
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)'
OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL.
6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
STD. PLAN - 405
URIPUBLIC WORKS PIPE BEDDING rrs � EI
DEPARTMENT FOR SANITARY SEWERS GAZ 9/11/2019 1
DATE
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY
PROJECT, THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT. MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT, HOWEVER, THE
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
SURFACE WATER STANDARD PLAN NOTES.
18, ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOI
AND SHALL MEET THE FOLLOWING SPECIFICATIONS:
• 4 - 81NCH ROCK 140 - 70% PASSING;
• 2 - 4 INCH ROCK 130 - 40% PASSING; AND
• LESS THAN 2 INCH ROCK 110 - 20% PASSING.
19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE
CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS.
20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM' SHALL BE LOCATED AT THE PROPERTY
LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00.
21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED
TO THE CITY PRIOR TO CONSTRUCTION.
22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
ACCORDING TO THE CITY STANDARD PLAN 266-00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL
PROJECT CURBS. GUTTERS AND/OR PAVEMENT,
23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7.04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS
AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS
TESTED.
24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL
EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN
264.00.
25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION ANDIOR LIABILITY
CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM
SYSTEM PROVIDED DURING CONSTRUCTION.
26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS. AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF
THE PUBLIC. AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT
STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY.
27. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT N6 OF THE RENTON SWDM AND AQUIFER
PROTECTION REGULATIONS (RMC 4-3.050).
28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS. CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF
STREET TRAVEL LANES. BIKE LANES, SIDEWALKS. AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A
SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS.
29, CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT.
30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2-1.A2 OF THE RENTON SWDM.
31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE
PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO
CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE
PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE
MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE.
THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G.. PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE
WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST, PERMEABLE PAVERS SHALL BE TESTED USING
ASTM C1781.
UNLESS OTHERW ISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 267.10
o PUBLIC WORKS SURFACE WATER STANDARD PLAN PPR D:
DEPARTMENT NOTES (2 OF 2) GAZ 9/28/2018 I
1
e, won. nem„e..o, DATE
ocuSion Envelope ID: 7CDD88BC-C843439E-9366-C6DBBOF8BB87
:12 Ph
:4S Ar
rya
r--i-r----------
_� EX. SEWER MAIN
l
PROPERTY LINE
POOLLENGTH
AS NEEDED)
3'-0" MIN.
6" SEWER STUB
FUTURE 4" SIDE SEWER
J�SEWER
__________2"x
4" STUD MARKING POST PAINTED
6" CAP WHITEWITH THE WORD "SEWER" STENCILED
MAIN TEE X 6" TEE
IN 3" HIGH BLACK LETTERS AND #6 WIRE
SIDEWALK
WRAPPED AROUND THE STUD AND
�
1 I II
EXTENDED TO THE TOP OF THE STUD.
I COUPLING (TYP.)
>j
L_JI_L_-_______. : Q
3
LL
6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
1
(EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD.
I
CONCRETE PAD TO BE 8" IN DEPTH.
------------------------ T--------
L---J
BEND AS g"
REQUIRED
EXISTING SANITARY
/ SEWER MAIN -2 0% MIN. SLOPE \\
`\ ` FUTURE 4" SIDE SEWER
�6" SEWER STUB L6"X6"XV WYE FUTURE 6"x 4" REDUCER
`SEWER MAIN SIZE X 6" TEE
ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL),
8. CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC do C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -GRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC.); CUT IN A NEW PVC "TEE" USING
"STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
F. HDPE - CORE -DRILLED WITH A ROMAC SADDLE. "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER.
G. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
OVA
3000 PSI MIX />«�
CONCRETE
BLOCKING 7 4 15 /�A� e�oGK�N
,pI,�N CO
_ C_ 2% MIN SLOPE
HORIZONTAL
6" TEE
6" MIN. SEWER MAIN SEWER MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN BETWEEN 25' AND 45• TYPICAL SIDE SEWER
NQTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5-
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
SIDE SEWER STUB STD. PLAN -406.1
PUBLIC WORKS APPR VEf�
INSTALLATION
DEPARTMENT GAZ 9/11/2019 I
VfttV (SEWER MAIN TO PROPERTY LINE) DATE
CITY OF
RENTON
P, _'I nrling/B ji d r1y/r`UUh(_, Aur, _
Dept.
E E PPS
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Color Codes
The utilities will be identified by
painted rnarks or flags within
twenty-four inches on either $Ile Revision Revision Description Revision
of the utility line. Number Date
RED Electric Revision Schedule
YELLOW U Gas, CA, Fuel
ORANGE j Cable. TV. Talephone
BLUE pmliinij vVatar 1 .
GREEN
R-413002
W-413004
IN COMPLIANCE WITH CITY OF FZcv I viv z-3 I HNDARDS
JUNG RESIDENCE
1008 N 28TH PL
RENTON, WA 98056
TYPICAL STANDARD DETAILS
FI
6/ 1 /2022
LiL_Dec
PAcc
DRAWING
C3
3
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Client:
1302 N 30TH ST
RENTON WA 98056
Drawn By: Sheet
Date: F 5
Scale:
R-432801
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PROJECT INFORMATION - VOYAGER WEST - 32ND
ZONING DISTRICT:
PROPERTY OWNER:
PARCEL NUMBER:
LOT AREA:
R - 8
32ND ST. DEVELOPMENT LLC
3342101555
5,100 SF.
DocuSign Envelope ID: A9707D3B-AOEF-441F-8140-2CDB48E878CA
TOTAL LOT/SITE AREA: 5,100 S.F.
NEW/REPLACED IMPERV. AREA (SF): 2,913 S.F.
DISTURBED AREA: 5,100 SF.
ON -SITE BMP(S) USED: PERF, PIPE CONNECTION + SHEET FLOW DISPERSION
MAX IMPERVIOUS SURFACE ALLOWED (SF): 65 % = 3,315 S.F.
CONFIGURATION ON SLOPING GROUND
- - - - - - - - - - - - - - - -
' DOWNSPOUT WITH CLEANOUT FILTER, SEE DETAIL
CLEANOUT PER STD. PLAN 226.00
10' MIN. LEVEL TRENCH WITH
PERFORATED PIPE, SEE NOTE 1
5'
MIN.
5' }
MIN. L
-
LL
CLEANOUT PER
� I
I STD. PLAN 226.00
I
TO STORM DRAIN SYSTEM ,
FOOTING DRAIN BYPASS
5
MIN.
5
MIN. CLEANOUT PER
STD. PLAN 226.00
� I
TO STORM DRAIN SYSTEM
IDOWNSPOUT WITH CLEANOUT I' I
FILTER, SEE DETAIL 10' MIN. LEVEL TRENCH WITH
PERFORATED PIPE, SEE NOTE 1 -
CONFIGURATION ON FLAT GROUND,
PLAN VIEW OF PARCEL
COMPACTED TOPSOIL OR OTHER CLEAN FILL
NON -WOVEN GEOTEXTILE FOR SEPARATION 6" DIA. MIN. �lO
ON TOP AND SIDES OF TRENCH PER WSDOT PERFORATED PVC,
SPECIFICATIONS SECTION 9-33.2(1) TABLE 3 SDR 35 PER ASTM D3034
SOLIDS/
o LEAVES
6" MIN.\�o °
(('QQ FILTER SCREEN
18" MIN. j'�0 0 0
3/4"- 1 1/2" WASHED DRAIN ROCK
OR GRAVEL BACKFILL FOR
\ j� 0 _0 O_O DRYWELLS PER WSDOT STD. 2'-5' TO
O 0 SPECIFICATION SECTION 9-03.12(5) GROUND
O
24"MIN. �-
UNDISTURBED NATIVE SOIL = TYPICAL DOWNSPOUT
MIN. V ABOVE SEASONAL HIGH FILTER DETAIL
GROUNDWATER TABLE
SECTION A
NOTES:
1. TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SF OF CONTRIBUTING IMPERVIOUS SURFACE, OR 35,000 SF
OF NON-NATIVE PERVIOUS SURFACE, OR PORTION THEREOF.
GENERAL NOTES:
1. INFILTRATION TRENCHES LIMITED TO ROOF RUNOFF FROM SINGLE-FAMILY OR DUPLEX HOMES OR TO CONTROL
BASEMENT FLOODING. CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION
CONTROL PROGRAM (UIC) FOR OTHER TYPES OF RUNOFF MANAGEMENT.
2. IMPERVIOUS AREAS LARGER THAN 10,000 SF AND NON-NATIVE PERVIOUS AREAS LARGER THAN 35,000 SF MAY REQUIRE
LARGER PIPE AND SHOULD BE DESIGNED BY A CIVIL ENGINEER.
3. THE PERFORATED PIPE MAY NOT BE PLACED IN A CRITICAL AREA BUFFER OR ON SLOPES STEEPER THAN 25 % .
4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 263,40
Ar IL PUBLIC WORKS PERFORATED STUB -OUT APP `�
IL AIF DEPARTMENT CONNECTION Martin Pastucha 11/z/z
&1FD98B449D._ DATE
Public Works Admi,l,t,,tor
20 1
CB - 4 - COR (PUBLIC)
I
NEW - TYPE 1 VANED GRATE
STA: 0+8, 11.66'RT
RIM: 123.00 0+00 -
IE (E): 120.38
IE (S): 120.20
CB - 5 - COR (PUBLIC)
-NEW-TYPE 1 VANED GRATE
STA: 0+8, 13.83'RT -
1
RIM: 123.00
1
IE (E): 12015
1
EX - IE (W): 120.00
x\
I
EX. 12" CONCRETE PIPE
BOC:124.0
0
TOC: 124.50
'
2' x 10' INFILTRATION TRENCH W/
TIGHTLINE CONNECTION TO CB 124.5
-
TOP OF TRENCH ELEVATION: 123.50
BOTTOM OF TRENCH ELEVATION: 121.00
zo
124.75
r
NEW CB (ON SITE)
TYPE - 1 VANED GRATE
SIDE SEWER
RIM: 123.50
CLEAN OUT
IE (S): 122.40
LOCATION' -
IE (W): 122.35
DRAINAGE PLAN
1 " = 1 0'-0"
SIDE SEWER SHALL BE
INSTALLED PER COR STD.
"LAN 406.2
NEW TSUGA
HETEROPHYLLA, THE
WESTERN HEMLOCK OR 0
WESTERN HEMLOCK-,23.50
SPRUCE
TOW: 124.50
BOW: 123.50
0
W
NOTE: MINOR SHEET FLOR FROM SIDEWALK AND DRIVEWAY.
I
0
x I I
x x I x x s x x
I I
I
CB - 3 - COR (PUBLIC) CB - 1 - COR (PUBLIC)
NEW -TYPE 1 VANED GRATE CB - 2 - COR (PUBLIC) NEW TYPE - 1 VANED GRATE
STA: 0+51, 11.66'RT STA: 1+08,11.66'RT
cn NEW -TYPE 1 VANED GRATE
CL
RIM:126.00 STA: 0+77, 11.66'RT RIM:130.00
I i I
IE (W): 123.50 CL RIM: 128.00 IE (W): 126.00
IE (E): 123.00 IE (E):124.80 CL 1+20
IE (S): 123.25 BOC: 126.0 IE (W): 124.40 \ cn
C. CITY SEWER SEWER MAIN 8" CON. PIPE 3.898 TOC: 126.5 IE (S): 124.6o
� _ EX. CITY SEWER MAIN 8" CON. PIPE @ 3.898% I
U) U)
U) U
12" D.I. PIPE @ 7.94% 12" D.I PIPE @ 4.828% - - - ° -
cn -18' - 0" _ 1 12 D.I. PIPE @ 4.054 /o
7 CO
CUD
W d
o
fVa 1 d N
0
89° 04' 08" W 50.00'
MAX. DRIVEWAY V1coITH RMC 4-4-0801.3.b
...PROPOSED C
'DRIVEWAY
d 350 SF
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I- I SYSB
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' ELEV. 124.00
\\\\\\
VOYAGER - WEST
\ \1013,\ \\
IROPOSED
HOUSE
!OOTRPINT
2185 SF.
F ELEV. 12;
x o
N 890 04' 22" E 50.00'
/'Cj
,� _ _-fix •,��_ -. _� °128.25° - - _ _ d_._ '_ - - o - °- .-
d ,
a "TREE TO BE REMOVED °•. _ S d d _ ° o-
128.50
TREE TO BE ------- ° a. = ,
REMOVED U) , SIDE SEWER .e .d
a CLEAN OUT -a
CD a
N
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W
0,\ W BEe
x- --
-INSTALLED PER COR =
' °STD. PLAN 406.2' ' =
TOW: 128.50 I
BOW: 125.50\\ N
VOYAGER - EAST
\'11017\ \
a \00 \ HOUSE \
FOOTRPINT
b 2185 SF.
N FF ELEV.129
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TOP: 128.50
BOW: 125.50 l
?AGE \\`
ELEV.128.00
co
136
NEW TSUGA
HETEROPHYLLA,THE
WESTERN HEMLOCK OR
WESTERN HEMLOCK -
SPRUCE
2' x 10' INFILTRATION TRENCH W/
TIGHTLINE CONNECTION TO CB
TOP OF TRENCH ELEVATION: 126.25
BOTTOM OF TRENCH ELEVATION: 123.75
NEW CB (ON SITE)
TYPE - 1 VANED GRATE
RIM: 129.25
IE (S): 125.50
IE (W): 125.75
DEVELOPMENT ENGINEERING
HHuynh 01/23/2025
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Revision
Revision Description
Revision
Number
Date
Revision Schedule
(Client-
1302 N 30TH ST
RENTON WA 98056
Drawn By: Sheet
Date: D 1
Scale:
1 " = 10'-0"
R-432807
DocuSign Envelope ID: A9707D3B-AOEF-441 F-8140-2CDB48E878CA
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108
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1
CONFIGURATION ON SLOPING GROUND
- - - - - - - - - - - - - - - - - - - ---
DOWNSPOUT WITH CLEANOUT FILTER, SEE DETAIL I
CLEANOUT PER STD. PLAN 226.00
10' MIN. LEVEL TRENCH WITH I
PERFORATED PIPE, SEE NOTE 1 I
5' �
MIN. I
5' } I
L I
MIN.LL
O I
I
� I
PER
N 226.00 I
- TO STORM DRAIN SYSTEM
- - - - - - - - - - - - - - -
I
kEANT
I
FOOT >
5 MIN. CLEANOUTPER
STD. PLAN 226.00TO
STORM DRAIN SYSTEMDOWNSPOUT
CLEANOI' I
10'MIN. LEVEL TRENCH WITH
WITH
FILTER,
SEE
DETAIL
I
PE
PERFORATED PIPE, SEE NOTE 1 I
--
-
-
-
- - -- -----------------�
CONFIGURATION ON FLAT GROUND
PLAN VIEW OF PARCEL
COMPACTED TOPSOIL OR OTHER CLEAN FILL
NON -WOVEN GEOTEXTILE FOR SEPARATION 6" DIA. MIN.
ON TOP AND SIDES OF TRENCH PER WSDOT PERFORATED PVC,
SPECIFICATIONS SECTION 9-33.2(1) TABLE 3 SDR 35 PER ASTM D3034
SOLIDS/
o _ LEAVES
6" MIN.\\\, °
(('QQ FILTER SCREEN
18" MIN.\\ 0 0 03/4" - 1 1/2" WASHED DRAIN ROCK
OR GRAVEL BACKFILL FOR C
\\\�\ 0 O 0 0 DRYWELLS PER WSDOT STD. �()r 2'-5' TO
\\ SPECIFICATION SECTION 9-03.12(5) GROUND
24" MIN.
UNDISTURBED NATIVE SOIL = TYPICAL DOWNSPOUT
MIN. V ABOVE SEASONAL HIGH FILTER DETAIL
GROUNDWATER TABLE
SECTION A
NOTES:
1. TRENCH LENGTH TO BE 10 FEET IN LENGTH FOR EVERY 5,000 SF OF CONTRIBUTING IMPERVIOUS SURFACE, OR 35,000 SF
OF NON-NATIVE PERVIOUS SURFACE, OR PORTION THEREOF.
GENERAL NOTES:
1. INFILTRATION TRENCHES LIMITED TO ROOF RUNOFF FROM SINGLE-FAMILY OR DUPLEX HOMES OR TO CONTROL
BASEMENT FLOODING. CONSULT WA DEPARTMENT OF ECOLOGY REGULATIONS FOR UNDERGROUND INJECTION
CONTROL PROGRAM (UIC) FOR OTHER TYPES OF RUNOFF MANAGEMENT.
2. IMPERVIOUS AREAS LARGER THAN 10,000 SF AND NON-NATIVE PERVIOUS AREAS LARGER THAN 35,000 SF MAY REQUIRE
LARGER PIPE AND SHOULD BE DESIGNED BY A CIVIL ENGINEER.
3. THE PERFORATED PIPE MAY NOT BE PLACED IN A CRITICAL AREA BUFFER OR ON SLOPES STEEPER THAN 25 % .
4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 263.40
%PUBLIC WORKS PERFORATED STUB -OUT APP003 DEPARTMENT CONNECTION Martin Pastucha 11/2/2
&1 FD98B449D._ DATE
Public Works Administrator
DocuSign Envelope ID: A9707D3B-AOEF-441 F-8140-2CDB48E878CA
M
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I I I O v~i
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24"700
I
SO FT MAX.
BETWEEN BERMS, SEE NOTE 1
I
I
I
I
DIAGONAL ASPHALT
6" MIN.
DRIVEWAY
BERM, SEE NOTE 3
SLOPE
ASPHALT BERM DETAIL
25' MIN.
I
3/4" - 1 1/2" WASHED DRAIN ROCK
Z r
OR GRAVEL BACKFILL FOR
10'
=r I 10,
DRYWELLS PER WSDOT STD.
MIN.
MIN.
SPECIFICATION SECTION 9-03.12(5)
2" X 6" UNTREATED
I
r �I^
CEDAR OR
/
6" DIA. MIN.
RECYCLED PLASTIC
I
PERFORATED PVC,
BOARD
I
i DISPERSION
/
SDR 35 PER ASTM D3034
CRUSHED
/
i TRENCH
i
ROCK OR GRAVEL
i
6" MIN.
1" DROP
i
25'
VEGETATED
_I
I
FLOWPATH, SEE
1
I_
NOTE 4
18' MIN. -
- - 6" MIN.
PLAN - DRIVEWAY DISPERSION TRENCH
iI II
DRIVEWAY SLOPE VARIES AND SLOPES TOWARD STREET
UNDISTURBED
III -III -I ' -I I
I NATIVE SOIL
NON -WOVEN GEOTEXTILE
24" MIN. FOR SEPARATION PER
6
WSDOT SPECIFICATIONS
SECTION 9-33.2(1) TABLE 3
�
DISPERSION TRENCH DETAIL
I /
LLJ
O
I
�
NOTES:
I
�
1.
SEE STD. PLAN 224.00 FOR ALTERNATE DISPERSION
I
I
TRENCH IF CONTRIBUTING AREA EXCEEDS 700 SF. USE
I
10 LF OF TRENCH WITH NOTCH BOARD PER 700 SF TO
MAX. 50 LF OF TRENCH. MIN. 2 %
1 I
2.
CROSS
20' MAX. WIDTH OF CONTRIBUTING IMPERVIOUS 20' MAX. WIDTH, SLOPE
I
I DRIVEWAY I
SURFACE FOR SHEET FLOW DISPERSION, UNLESS SEE NOTE 2 \
I SLOPE 1
VEGETATED FLOWPATH IS INCREASED BY 10' FOR EACH
ADDITIONAL 20' OF CONTRIBUTING SURFACE AREA.
I
3.
SLOT DRAINS OR ASPHALT BERMS MAY BE USED TO
DIRECT RUNOFF TO ROCK PADS OR DISPERSION
25' MIN. �{
TRENCHES IN VARIOUS CONFIGURATIONS. LAYOUTS
_ r- -/- ^-
SHOWN ARE ONLY EXAMPLES.
- _ _
ROCK STRIP TO BE 2'
--r- r -am
-- r-r- -
4.
IF DISCHARGE IS TOWARD A STEEP SLOPE HAZARD WIDE BY MIN. 4" THICK.
_-r..ir
AREA OR A LANDSLIDE HAZARD STEEPER THAN 15 % , 3/4" - 1 1/2" WASHED
i� �'-' r r r�l
VEGETATED FLOWPATH MUST BE 50 FEET, DRAIN ROCK OR
GRAVEL BACKFILL FOR
GENERAL NOTES: DRYWELLS PER WSDOT
10' VEGETATED
FLOWPATH SEGMENT
STD. SPECIFICATION
1.
MAXIMUM VEGETATED FLOWPATH SLOPE IS 15 % FOR ANY SECTION 9-03.12(5).
20-FOOT REACH, AND MAY NOT EXCEED 20 % .
2.
SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT
PLAN - SHEET FLOW DISPERSION FROM A DRIVEWAY
REQUIREMENTS.
FLAT TO MODERATELY SLOPING DRIVEWAYS (<15%)
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 263.20
1 PUBLIC WORKS BASIC DISPERSION - FLAT/MODERATE 19"e y: PRI DEPARTMENT SLOPE DRIVEWAYS Martin Pastucha 11/2/2
I%WMarciry�sg,,rga,����449D... DATE
Public MMFd �aEhf
20 1
,SR 3p,.
.LR 20^
5 S
2", 4", 6", 12", OR 24"
ONE #3 BAR HOOP FOR 6" HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
6
V6
T Fs
y\�yP l /
/ I
I �
#3 BAR EACH CORNER I t \I
I
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' I N
7✓ / #3 BAR EACH SIDE
a
#3 BAR EACH WAY
PRECAST BASE SECTION
#3 BAR HOOP
#3 BAR EACH
CORNER 18" MIN.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
PRI
PUBLIC WORKS
DEPARTMENT
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
12"
CONCRETE
ALL METAL PIPE
15"
CPSSP',
STD. SPEC. 9-05.20
12"
SOLID WALL PVC,
STD. SPEC. 9-05.12(1)
15
PROFILE WALL PVC,
STD. SPEC. 9-05.12(2)
15
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
9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH
THE MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE 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
OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE 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 SPECIFICATION 9-04.3.
3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET.
4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN.
5. 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 THE TOP OF THE
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 9-04.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND
FRAMES.
9. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S 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.
11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 200.00
APPR ED:
CATCH BASIN TYPE 1 GAZ 9/28/2018
Public Work: Admim,t,,t,r DATE
:45
i" t-LA I rAUt UU I P111:
- (2) 3/8"-16 SS SOCKET HEAD CAP
(1) OPEN PICKHOLE 1" SCREW (ALLENHEAD) W/WSHRS
ON A 8" DIA BOLT CIRCLE
CAST IRON FRAME AND
COVER, SEE NOTE 3 -
c1�
8" CLASS "B"
ASPHALT. SEE NOTE 4
CLEANOUT RISER, SEE NOTE 2
SOIL TIGHT 450 BEND
WYE
SOIL TIGHT
COUPLER\
UNDERDRAIN, FOOTING
DRAIN COLLECTOR, OR
/y
�•
ROOF DRAIN COLLECTORS
\ //
PIPE, SEE NOTE 1 ------------
r
TO OVERFLOW
STRUCTURE OR
STORM MAIN
12"
9" DIA -� 5/ "
4"
8-1/8" DIA
10-1/2" DIA
15" DIA
FRAME SECTION
8-13/16" DIA
5/8"
COVER SECTION
PAVED AREA (TYP.)
EXTEND CLEANOUT RISER
2" ABOVE DESIGN PONDING
ELEVATION OR PER PLAN FERNCO GASKETED
a DESIGN PONDING QUIK CAP OR SIMILAR
ELEVATION 4" BED COBBLES
PERR WSDOT 9-03.11(2)
4" COMPACTED SAND OR
GRAVEL BACKFILL FOR DRAINS
PER WSDOT 9-03.12(4)
CLEANOL
SEE NOT!
-III-III-III- '-III-II
CLEANOUT RISER LOCATED WITHIN
BIORETENTION PONDING AREA
-MECHANICAL PLUG OR
CONTINUED CONNECTION
TYPICAL CLEANOUT CONFIGURATION
NOTES:
1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10.
2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE.
3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1 PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR
"DRAIN".
4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR
AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI,
GENERAL NOTES:
1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN 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 UNDERDRAIN PIPE NOT CONNECTED TO AN
OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES.
2. ALL FITTINGS SHALL BE SOIL TIGHT.
3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE,
4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 226.00
PR
•PUBLIC WORKS 8608Wedby:
DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha 8/13/20
11,mAWJft� ,&FWD.-. DATE
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Revision Revision Description Revision
Number Date
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1302 N 30TH ST
RENTON WA 98056
Drawn By: Sheet
Date: D 2
Scale:
R-432808
PROJECT INFORMATION - VOYAGER WEST - 32ND
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ZONING DISTRICT:
PROPERTY OWNER:
PARCEL NUMBER:
LOT AREA:
MAXIMUM STRUCTURE HIEGHT
R - 8
32ND ST. DEVELOPMENT LLC
3342101555
5,100 SF.
24 FT. ACTUAL (PALTE)
30 FT. MAX OVERALL.
CONSTRUCTION SEQUENCE
1. LOCATE LIMITS OF CLEARING AND INSTALL SILT FENCE
2. INSTALL STABALIZED CONSTRUCTION ENTRANCE
3. CLEAR SITE AND PERFORM GRADING
4. INSTALL UNDERGROUND UTILITIES/DRAINAGE
5. CONSTRUCT HOUSE AND DRIVEWAY
6. FINE GRADE AND SURFACE RESTORATION
7. REMOVE TESC MEASURES.
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TREES
NOTES
1. 6—FOOT HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT
THE DRIPLINE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY
ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS
ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS.
2. FOR ROOTS OVER 1—INCH IN DIAMETER THAT ARE DAMAGED DURING
CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE
DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY
COVERED WITH DAMP BURLAP TO PREVENT DRYING. AND SHALL BE
COVERED WITH SOIL AS SOON AS POSSIBLE.
3. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO
STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF
EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF
THE FENCING.
FRONTAGE TESC PLAN
1 If
= 10'-0"
T SELT FENCE PER TREE PROTECTION FENCING
COR STDS.
TREE PROTECTION FENCING
DEVELOPMENT ENGINEERING
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Revision Revision Description Revision
Number Date
Client:
Revision Schedule
1302 N 30TH ST
RENTON WA 98056
Drawn By: Sheet
Date: TES(.*#
Scale:
1 If
= 10'-0"
R-432809
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
W
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5" MAX.
DRAINAGE GRATE TRIM
3'-30, SEE NOTE 2.3 3'-5", SEE NOTE 2.2
GRATE FRAME _
8"-10" DIA. � -
OVERFLOW BYPASS
ROLL SPACING
DEPENDS ON SOIL BELOW INLET GRATE DEVICE
TYPE AND SLOPE SEDIMENT, ORGANIC MATTER, CONSTRUCTION ENTRANCE NOTES:
STEEPNESS AND NATIVE SEEDS ARE OPT 1. DRIVEWAYS SHALL BE PAVED TO
CAPTURED BEHIND THE ROLLS THE EDGE OF THE RIGHT-OF-WAY
SEDIMENT AND DEBRIS'!:�< rcX\5 PRIOR TO INSTALLATION OF THE
= CONSTRUCTION ENTRANCE TO
R 25' MIN.
DAMAGING OF THE
STRAW ROLLS MUST BE WOODEN STAKE ROADWAY.
` PLACED ALONG SLOPE
CONTOURS FILTERED 2. IT IS RECOMMENDED THAT THE
WATER ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
IACENT ROLLS SHALL
HTLY ABUT
NOTES:
1. CONDITIONS OF USE
1.1. INSTALL ON DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION.
1.2. USE ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED.
1.3. CAN BE USED ALONG THE PERIMETER OF A PROJECT, AS A CHECK DAM IN UNLINED DITCHES AND AROUND TEMPORARY STOCKPILES.
1.4. WATTLES CAN BE STAKED TO THE GROUND USING WILLOW CUTTINGS FOR ADDED REVEGETATION.
1.5. RILLING CAN OCCUR BENEATH AND BETWEEN WATTLES IF NOT PROPERLY ENTRENCHED, ALLOWING WATER TO PASS BELOW AND BETWEEN WATTLES.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. IT IS CRITICAL THAT WATTLES ARE INSTALLED PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR.
2.2. NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE, ON CONTOUR, TO A DEPTH OF 3 TO 5 INCHES ON CLAY SOILS AND SOILS WITH GRADUAL SLOPES.
ON LOOSE SOILS, STEEP SLOPES, AND DURING HIGH RAINFALL EVENTS, THE TRENCHES SHOULD BE DUG TO A DEPTH OF 5 TO 7 INCHES, OR 1/2 TO 213 OF THE
THICKNESS OF THE WATTLE.
2.3. START CONSTRUCTION OF TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UPHILL. EXCAVATED MATERIAL SHOULD BE
SPREAD EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHOD. CONSTRUCT TRENCHES AT CONTOUR INTERVALS
OF 3 TO 30 FEET APART DEPENDING ON THE STEEPNESS OF THE SLOPE, SOIL TYPE, AND RAINFALL. THE STEEPER THE SLOPE THE CLOSER TOGETHER THE
TRENCHES SHOULD BE CONSTRUCTED. VERTICAL DISTANCE BETWEEN WATTLES IS NOT TO EXCEED 10 FEET.
2.4. INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS.
2.5. INSTALL STAKES AT EACH END OF THE WATTLE, AND AT 4 FOOT CENTERS ALONG THE ENTIRE LENGTH OF THE WATTLE.
2.6. IF REQUIRED INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL.
2.7. AT A MINIMUM WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES. WILLOW CUTTINGS OR 318-INCH REBAR CAN ALSO BE USED FOR STAKES.
2.8. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE.
3. MAINTENANCE STANDARDS
3.1. INSPECT WATTLES PRIOR TO FORECASTED RAIN DAILY DURING EXTENDED RAIN EVENTS AFTER RAIN EVENTS WEEKLY DURING THE WET SEASON AND AT
TWO WEEK INTERVALS AT ALL OTHER TIMES OF THE YEAR.
3.2. REPAIR OR REPLACE SPLIT TORN RAVELING OR SLUMPING WATTLES
3.3. REMOVE SEDIMENT ACCUMULATIONS WHEN EXCEEDING 112 THE HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS
STD. PLAN - 213.40
PRI
PUBLIC WORKS APPR ED:
DEPARTMENT STRAW WATTLES GAZ 9/28/2018 1
Public Works Administrator DATE
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
2"x2" 14 GAUGE WIRE, OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED -
Z MIN.
FILTER FABRIC
6' MAX.
PCST
8' SPACING
F WIRE BACKING IS USED INCREASED I I 4"x4"MIN. TRENCH
BACKFILL TRENCH WITH NATIVE SOIL
OR 3/4" TO 1-1/2" WASHED GRAVEL
2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.)
NOTES:
1. CONDITIONS OF USE
1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED
FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE.
ADS (ASTM D4751)
30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM
50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS
WATER PERMITTIVITY (ASTM D4491)
0.02 SEC-' MINIMUM
GRAB TENSILE STRENGTH (ASTM D4632)
180 LBS. MIN. FOR EXTRA STRENGTH FABRIC
100 LBS. MIN. FOR STANDARD STRENGTH FABRIC
GRAB TENSILE ELONGATION (ASTM D4632)
30% MAX. (WOVEN)
ULTRAVIOLET RESISTANCE (ASTM D4355)
70 % MIN.
2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED
FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V
2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND
SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE.
2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE.
3. MAINTENANCE STANDARDS
3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY.
3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND.
3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING
CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT.
3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH.
3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
PUBLIC WORKS
STD. PPRILAN - 214.00
PRo°' DEPARTMENT SILT FENCE GAZ 9/28/2018
Public Works Administrator DATE
DRAINAGE GRATE
(RECTAN(
B
SECTION VIEW
ISOMETRIC VIEW
NOTES:
1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR
CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP.
2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM.
3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE.
4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE,
5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS).
6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL.
7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3 15 .
8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE
STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
AlOvItIll
STD. PLAN - 216.30
OR]
PUBLIC WORKS APPR ED:
DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018
Public Works Administrator DATE
DocuSign Envelope ID: 6EEC F5B6-602A-4E4A-B436-A317AA638878
EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE
LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT
APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC
ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY
REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR.
2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL
PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY
ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT.
3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION
COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.
4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS
PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF
RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE
BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF
CONSTRUCTION.
5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT.
ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT
CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL
BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING
WATERS OF THE STATE.
6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE
TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE
WASHOUT AREAS.
7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF
SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER
CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION,
MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.
8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.
9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION
PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE
COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE
APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM
REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS,
CHANNELS, OR STORMWATER FACILITIES.
11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.
12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST
THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED
ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.
13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1 ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.
14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS.
15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT.
INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.
16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM
DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED
TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING
CONDITION.
17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE
CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM.
18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL
PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE
TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT
FACILITY.
19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT,
ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.
20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR
SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.
AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.
21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE,
ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY
FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM,
DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH
WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.
22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS
RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF
ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 268.00
1DR)
PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR D:
DEPARTMENT GAZ 9/28/2018 1
STANDARD PLAN NOTES
Pubrc Wo ks Admi t,,t DATE
:45 AN
INSTALL DRIVEWAY CULVERT
IF THERE IS A ROADSIDE
DITCH PRESENT, AS PER CITY
ROAD STANDARDS
4"-8" QUARRY SPALLS
GEOTEXTILE
12" MIN. THICKNESS
100' MIN.
15' MIN.
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
NOTES:
1. CONDITION OF USE
1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER
PAVED AREAS WITHIN 1,000 FEET OF THE SITE.
1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION
ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE
SHALL MEET THE FOLLOWING STANDARDS:
GRAB TENSILE STRENGTH (ASTM D4632)
200 LBS. MIN.
GRAB TENSILE ELONGATION (ASTM D4632)
30% MAX. (WOVEN)
CBR PUNCTURE STRENGTH (ASTM D6241)
495 LBS. MIN.
ADS (ASTM D4751)
20-45 (U.S. STANDARD SIEVE SIZE)
2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH
LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED.
2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS.
HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS
IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT.
2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE
EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE.
3. MAINTENANCE STANDARDS
3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS.
3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF
SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL
WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND.
3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE
REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND
THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE
WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND
CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS.
3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL
TRAFFIC.
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 215.10
• PUBLIC WORKS APPROVED:
DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018
Public Works Administrator DATE
:45 AP
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Revision
Revision Description
Revision
Number
Date
Revision
Schedule
Client:
1302 N 30TH ST
RENTON WA 98056
Drawn By: Sheet
Date:
T E S
Scale:
R-432810