HomeMy WebLinkAboutzW-4130 SetLENGTH OF CURVE 40.02'
DELTA = 90051' 36"
O RADIUS = 25'
Cn CO TANGENT LENGTH = 35.88'
TOC 81.39
TOC 81.32 5' @ TOC 81.79
'I 1:1- 10% PT = 147+02
TOC 81.40
5' @
�/ r. CW 81.87
o00
\ LJJ TOC 81.40 000 ° - CW 81.91
5 \
EXTEND RAMP AND
WINGS TO SIDEWALK
EDGE AS SHTTOnnW.�-NRR�� �dg� + + + \
APPROXIMA'l �>=Y IN't�ED. + +
CW81.80+ + a
81.84 + \ �� CW 82.00
TOC 81.49 1
CW 81.71 - CW 81.66 CURRENT DESIGN HAS
5 @ 6.8% LANDING CROSS SLOPE
PC = 107+00 TOC 81.15 0 A GREATER THAN 2%.
0 0 8.33% �y CW 81.73 ADJUST IN FIELD AS
100+00 NEEDED TO MEET 2%
TOC 81.15 GROSS SLOPE.
5' @ 0.4% CW 81.73
TOC 81.63 CW 81.66
2' 4'
GENERAL NOTES:
U 1. PLACEMENT OF GRATINGS, ACCESS COVERS AND OTHER
z APPURTENANCES SHALL NOT BE LOCATED ON CURB RAMPS, LANDING
AND GUTTERS WITHIN THE PEDESTRIAN ACCESS ROUTE.
W 2. RAMPS SHALL BE TEXTURED USING TRUNCATED DOME PATTERN (SEE
> WSDOT STANDARDS). DETECTABLE WARNING PATTERN SHALL BE
Q YELLOW IN COMPLIANCE WITH WSDOT STANDARD SPECIFICATION 8-14.3(3)
RAMP CENTER LINE SHALL BE PERPENDICULAR TO OR RADIAL TO CURB
RETURNS UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
w3. LANDINGS SHALL BE MINIMUM 4' x 4'
z
ry 1 PARALLEL ADA RAMP DETAIL
lit = 10'-0"
00
z
w
iE
w
0
Elf
-
a
w
c�
z
z
0
Elf
F
150+00
+ 1 Sim
TEG 80.92 oo C01
CW 1.73
FL 80.98
TOC 81.48 \
100+00 C 81.70, CW 8173
CW 81.
EG 81.07 FL 81.15
+ TOC 81.63
CW 82.69
z -
CW 82.62
>
EG 82.00
FL 82.06
TOC 82.56
w
50+00
CW 83.68
z
CW 83.61
EG 82.99
FL 83.05
' TOC 83.
I
flTOC
FL 84.02
GO
84.58//
TOC 84.52
CW 84.62
CW 84.55
EG
83.96
0
1
TOC 85.04
EG
84.35
1
TOC 84.97 o
•
FL
J
N J
84.42
0+00
TOC 85.42"
REFER TO COR STD 1
TOC 85.35
104.2 AND 104.3 FOR
R1 B TYPE
DRIVEWAY
FL 84.85
14
TOC 85.24
GRADING PLAN AT BURNETT AVE
1 = 20 -0
SHEETINDEX
C01 - FRONTAGE IMPROVEMENT - ROAD / PAVING / DRAINAGE PLAN
CO2 - TYPICAL STANDARD DETAILS
CO3 - TYPICAL STANDARD DETAILS
C04 - TYPICAL STANDARD DETAILS
C05 - TESC / EROSION CONTROL PLAN
AVALON PROJECT
14670 NE 8TH ST #200
BELLEVUE, WA 98007
TEL. 714-336-4714
EMAIL: glen@avalonproject. us
26' - 6" (1/2 - 53' ROW)
1/2 OF EXIST'G 28' PAVEMENT WIDTH @ N 33RD PL 2' - 0"
13'-0" 1'-0"
z
� 1/2 OF EXIST'G 22' PAVEMENT WIDTH @ BURNETT AVE N
Lu l
H
z
0 10, 3' 0.5' CURB
O
6" TRAFFIC PROPOSEDLANDSCAPE
CONCRETE CURB
AND GUTTER PER
COR STD. PLAN
101 AND 103
VERTICAL
SAWCUT &
MATCH EX.
GRADE 2%
`-
4" HMA CL 1/2" PG 58H-22
6" CRUSHED
RESURFACING TOP
COURSE (CSTC)
TYP. ROW CROSS SECTION A - A
1 : 40
2" BARK OR WOOD
CHIP MULCH
12" TOP SOIL TYPE A
EQ
R 1' WIDE AT 2% MAX.
Ili 11r 4" HMA CLASS 1/2' PG 64-22
I1 r 6' CRUSHED ROCK
AS RE4UIRED V
TYP. ALLEY PAVEMENT DETAIL
SECTION B-B
1 : 40
KEY NOTES
KEY
DESCRIPTION
DETAIL/SHEET
1
L�
NEW AND EXISTING UTILITIES FROM
POWER POLE ARE REQUIRED TO BE
UNDERGROUNDED TO HOUSE(S) -
COORDINATE WITH THE CITY AND
UTILITY COMPANIES
[2�
EXISTING VEGETATION
TO BE REMOVED PRIOR
TO CONSTRUCTION
ALONG WEST
PROPERTY LINE
30
INSTALL NEW STREET
TREES PER RMC 4-4-070,
REFER TO BUILDING
SITE PLAN FOR SPECIES
4S
NEW LANDSCAPE
BUFFER W/ AMMENDED
SOIL
[5]
NEW 5' CEMENT CONCRETE
SIDEWALK
PER STD PLAN 102 AND F007
[6�
NEW CEMENT CONCRETE CURB
AND GUTTER PER STD PLAN 101
[�7
CITY OF RENTON UTILITY DEPARTMENT TO
INSTALL NEW 1" WATER METER. INDIVIDUAL
PRESSURE REDUCING VALVE DOWNSTREAM
(TO BE INSTALLED BY DEVELOPER). WATER
METERS TO BE INSTALLED IN THE PLANTER
STRIP. SEPERATE WATER METER PERMITS
AND DROP IN WATER METER PERMITS AS
REQUIRED- SEE COR STD PLAN 320.1 AND
340.5
Color Codes
-The utilities will be is a ntified by
paimod marks or flans within
twenty-four inches on either $ Ie
-6f fht ut,14 lim.
RED
ElpVM
YELLOW
GaL, Co. FUU1
ORANGE
Cable, TV, Telaphona
BLUE
omm!p vwatar
GREEN
!9urdul
8' 5'
-00
PLANTER SIDEWALK
EQ
PROPOSED
STREET
TREE
1.5% MAX. 1.5% MAX.
PROPOSED 4" CEMENT
CONCRETE SIDEWALK
PER COR STD. PLAN 102
6" CRUSHED
RESURFACING TOP
COURSE (CSTC)
GRADING PLAN AT N 33RD PL
1 " = 20'-0"
i' WIDE AT 2% MAX.
L EXISTING FIRE HYDRANT 1 /�
I
g
o I
o
o
g
o /
F-7
T
- - - - - - - - - -
150+00
/
EXIST'G SSHM
RIM 80.45'
IE. (MC) 72.35'
-
I
NEW TYRE 1 CB
RIM 81.5Q'
IE 78.45' SW 12" DI
T /
8" DI WATER MAIN
NEW 5 LF 12" DI 8%
IE 79.1 E 12 DI
8" SEWER MAIN _ NEW TYPE 1 CB /
-- -- -- b -RIM 85.45'
EXIST'G CB (TO BE REMOVED) - - - M - -- - -- - - - YE 82 98'-E
RIM 81.20' I N 33RD PL Q i IE-82.46' W
IE 78.15' SW 12" DI I REFER TO COR STD.
IE 78.8' E 12" CONC. 00 - - I PLAN 200.30, 202.00, /
TO BE REMOVED I 3 6 10 I 4 204.00, 204.20, 203.00
12 5'-0"
0 I �12
NEW 23LF 2"DI@2.5% �' ----
15 - -- MIN. NEW 84 LF 12" DI 4%
�-
EXIST'G CB IT BE REMOVED) I -/
RIM 80.72' A - _
IE 77.66' 12" DI W
IE 77.87' 12" DI E 7 M 11
NEW 8'LANDSCAPING NDSCAPING WM 00 I 3
SDHM RIM 80.4 IE 77.87' 12" D S 8 BUFFER
IE 73.851 - - i
24" DI N �� �}' - 5'- 0" NEW 5' SIDEWALK" -� o
24" D1 S N 105.04' N 89056' 39" E
12" DIE EXIST'G TO --1- \ v± - - MIN.- o - -- o in
12" DI E --- -- _
12 EMAIN \� FOUND 1/2" o I PRV C.O. 55.02'- - N 89056' 39" E FOUND 1/2" -_777PRV- �,� -C.O.- - ; - 50.02' N 89056' 39" E
REBAR & CAP - PER (53.50' AFTER DEDICATION) REBAR & CAP PER COR DIMENSIONS NOTED ARE BASED ON
RELOCATE TYPE CB PLS No. 29537 o COR 406.1 DIMENSIONS NOTED ARE PLS No. 29537 406.1 LUA20-000163 ( LOT LINE ADJUSTMENT)
RIM 80.90' EL. 82.99' L RIM = 84.5' BASED ON EL. 84.61' RIM = 86.5' TYP. U.N.O
IE 77.66' 12" DI W I IE = 78.5' LUA20-000163 (LOT LINE IE = 80.5'
IE 77.87' 12" DIE p ADJUSTMENT) TYP. U.N.O 7 8 ABANDON EX. SIDE
LU
IE 77.87' 12" DI S - � 0 5 CCIAICD CTI ID
+ z o°o° I I - FINAL TRENCH RESTORATION
100 00 OR
o o I I I 0 15 LF 6" DI SHIFT SIDE SEWER STUBI FOR ALL WATER SERVICE LINES
of FOOTING DRAIN STUB— EAST TO AVOID TREE TO BE PERFORMED BY
11 w/ CLEANOUT ROOTS DEVELOPER'S CONTRACTOR
RIM. 84.5'
8-0 5-
0 � IE. 82.25 �
10 I DEDICATION TO
13 MATCH RADIUS
OF SIDEWALK
0
KEY
DESCRIPTION
DETAIL/SHEET
SEWER STUB SHALL BE 6 INCH IN
L
THE RIGHT OF WAY AND MAY BE
REDUCED TO A 4 INCH SIDE SEWER
ON PRIVATE PROPERTY -
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.
REFER TO COR STD. PLAN 406.1
9
TRANSITION FLOW LINE FROM NEW
CURB & GUTTER TO ASPHALT
THICKENED EDGE AT 2:1 MAX.
TAPER. MATCH EXISTING GRADE
10
3' MIN. SAWCUT (FROM FACE OF
CURB) & MATCH EXISTING GRADE.
PAVEMENT PATCH PER CITY
STANDARDS - PER COR STD PLAN 103
11
CUT & CAP EXISTING 3/4" WATER
METER - PER DEMO PERMIT
REQUIREMENTS - W20000881
12
INSTALL/RELOCATE NEW CB AND
GRATE PER COR STD DETAIL 200
1
REMOVE EXISTING WOODBOARD
FENCE PRIOR TO ROW
CONSTRUCTION
14
ASPHALT TRANSITION FROM
SIDEWALK TO EX. GRADE @
MAX. 8 PERCENT
15
CEMENT CONCRETE DRIVEWAY
ENTRANCE - TYPE R1 B
SEE DETAIL - STANDARD PLAN 104.3
6" CURB &
fER
4 \
A \
z
3
LJJ
0
>
50+00
�
[61
I
w
z
L.I.
I m
PIPE MATERIALS SHALL BE
VERIFIED AND MEET THE
MINIMUM COVER
REQUIREMENTS FOUND IN
TABLE 4.2.1.A2 OF THE RSDWM.
NEW 96 LF 18" DI @ %
NEW TYPE 1VCB
RIM 84.75'
PER COR STD PLA 200 IN
LANDSCAPE AREA
IE82.07'18"DIN
IE82.0'18"DIS
IE82.0'18"DI SE
g
WITH SOLID LID STD. PLAN
400.20, 204.50, 204.60
NEW 26 L 18" DI @ 2%
0+60 IE 8 .0'
/
14
DEBRIS
BARRIER
STD. PLAN
223.00
2 Am- I 1
I
Y
J
-1' - 6" REQUIRED
ROW DEDICATION
A
I
W
0
/
I
�
I
W
W
Z
M
I
o
0
o
I
Z
}<
o
rn
o
I
00
ENTIRE LOT IS STRAW
COVERED
DURING
CONSTRUCTION
ACTIVITIES
� � I
EXIST G CB (TO REMAIN IN
LANDSCAPE AREA)
RIM 86.0' (RIM EL. SHALL BE
\ FLUSH WITH FINAL GRADE IN
LANDSCAPE STRIP
IE 83.33' E, W 12" CONC.
REPLACE WITH SOLID LID
COR STD. PLAN 204.10
FOUND 1/2"
REBAR & CAP
PLS No. 29537
EL. 85.61'
15LF6"DI
FOOTING DRAIN STUB
w/CLEANOUT
RIM. 86.5'
IE. 84.25'
INSTALL TYPE III
BARRICADE AT EAST END
OF ALLEY.
FOUND 1/2"
REBAR & CAP m OUND 1/2"
PLS N29537 I U. j REBAR & CAP
EL. 85.58' NEW 16 LF 18" DI @ 2% I 1 PLS No. 29537
105.04' N 89 56' 39 E
o DEL. 89.86'
k ' ' 55.02' N 89056' 39" E 50.02' N 89056' 39" E NEW TYPE 1 CB - PER
(53.50' AFTER FRONTAGE DEDICATION) DIMENSIONS NOTED ARE BASED ON COR STD PLAN 200
o = DIMENSIONS NOTED ARE BASED ON LUA20-000163 (LOT LINE ADJUSTMENT) TYP. U.N.O 9/ VANED GRATE RIM
_ _-LUA20-000163 (LOT LINE ADJUSTMENT) TYP. U.N.O_ _ _ _ _ _ _ _ _ _ _ _ _
r \ ��n C - .-- IE. 86.79' 18" DI W
"t3 -7 77A �\ N E 5 SOUTH 0 NE
m4 BEGIN NEW AC PAVEMENT --------------- R-413001
i
I
NEW110LF18"DI@4% / VV-413001
NEW TYPE 1 CB - L1PE MATERIALS SHALL BE
I U PER COR STD PLAN 200 VERIFIED AND MEET THE
W/VANED GRATE RIM 85.25' MINIMUM COVER IN COMPLIANCE WITH CITY OF RENTON STANDARDS
�J IE. 82.39' 18" DI W REQUIREMENTS FOUND IN
IE. 82.46' 18" DI E TABLE 4.2.1.A2 OF THE RSDWM. REGIONAL FIRE AUTHORITY ��NToti
STD. PLAN 220.00 DEVELOPMENT ENGINEERING
APPROVED QF
O Nathan Janders 09/16/2020
cthomas 09/16/2020 "qF"E >V``•
SURFACE WATER UTILITY •
3 jfarah 09/16/2020 TAW CURRENT PLANNING v
WATER UTILITY WASTEWATER UTILITY Angelea Weihs 07/23/2019 agafour 09/16/2020' .
AFowler 09/17/2020
HORIz019 VERTICAL NAVD BURNETT AVE INC 1/31/2020
1983/1� 3302 BURNETT AVE N, RENTON, WA 98056
L991 , LAD FIELDBOOK:
\ RENTON PAGE
ENE INCH
DRAWING
N FULL g/ g/ FRONTAGE IMPROVEMENT C01 Plannin B uildin Public Works
,'H SCALE
RDINGL Dept. ROAD / PAVING / DRAINAGE PLAN OF* 5
:ORDINGLY OF* 5
DocuSign Envelope ID: 7CDD88BC--C843-439E-9366-C6DBBOF8BBB7
U
Z
\W
W
�
z
Ld_
D
m
z
Z
W
W
O
IL
IL
W
z
z
0
x
W
13"x24" PLASTIC METER BOX EQUAL TO M[D-STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-15 WITH 1.75" THICK DUCTILE
CITY
PRIVATE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
- -
-
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
PIPING
PIPING
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
IIN
UNIMPROVED RIGHT OF
I
WAY INSTALL METER BOX AT
'
PROPERTY LINE WITH 12"
1
L'
LONG COPPER TAILPIECE.
W
MIN
SIDEWALK
12"
a
a
I
FINISH GRADE 1
I�imw
¢ r
TOUCHREAD WATER
METER TO BE
O
36" MIN COVER a
SUPPLIED BY THE
12 z x �
CITY
J TYPE "K" SOFT
COPPER TUBING
NEW DUCTILE
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE IS
3/4" OR 1"
TO BE INSTALLED IN THE FUTURE
GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT
PLUG
x COMPRESSION COUPLING
LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER
COPPERSETTER FOR 5/8%3/4" METER: FORD
SERVICE LINE TO METER.
V81172-15W-44-33G, OR McDONALD BRASS: 21-215WC4433, 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: 21-415WC0044, OR MUELLER: 1-B-2470-2
(3/4" FB1000-3-0) OR AY MCDONALD 4701B
BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" 761000-4-0) OR AY MCDONALD 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
)KILL 2 UTA. HULL VOK AMK (AU IUMA IIL:
1ETER READ) TOUCHREAD DEVICE
2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
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.
r E ; 34" AND 1" WATER SERVICE STD, PLAN - 320.1
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
314' D1A. BAR FRAME
AOL
R SPACING
RACK INTO BEVELED PIPE END
GROUND SURFACE
INSERT ALUMINUM TRASH
RACK INTO BEVELED PIPE END
6" CLEAR FROM DEBRIS BARRIER TO FINISHED GRADE
----- ------ --
I
I
I FLOW
4" CLEAR SPACING
45' �t
I
SECTION A
GROUND SURFACE
3" MIN. 6" CLEAR FROM DEBRIS BARRIER TO FINISHED GRADE
TO FITTE INNER
DIAMETER OF PIPE ROLLED SMOOTH \� 4" CLEAR SPACING
114"x2" F. 3. ANCHOR STRAPS. FASTEN WrfH
16 GA- ALUMINUM PLATE 112" GALVANIZED OR NON -CORROSIVE
BOLTS AND NUTS (TYP-, 4 PLACES)
NOTES:
1- METAL PARTS PREFERRED TO BE STAINLESS STEEL, ALUMINIZED
STEEL, OR ALUMINUM. ALL OTHER STEEL PARTS MUST BE
GALVANIZED WITH TREATMENTS 1, 2, OR 5,
2. CONTRACTOR TO VERIFY DIMENSIONS.
UNLESS OTH ERW ISE NOTED, DRAWING IS NOT TO SCALE (NT5)
STD. PLAN - 223.00
PUBLIC WORKS PROVED:
DEPARTMENT DEBRIS BARRIER GAZ 9/28/2018
G
DATE
INSIDE HOUSE
PREFERRED CONFIGURATION
5
2
10 8 10 4 2
FLOW W
#
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 TITE 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
I VARIABLE
ADJACENT TO WATER METER
PROPERTY LINE
SAWDUST
5
6 9 5
FILL
7 24" MIN
7
7 6,
`
FROM 6•
P A NAYP)V L
WATERcc
T
METER 1 10
3 10 8 10 4
FLOW
2
EWNQT1O.N
THE FUNCTION OF A PRESSURE REDUCING VALVE IS TO REDUCE
HIGH-WATER PRESSURES IN THE SERVICE 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
f 34" & 1" INDIVIDUAL PRESSURE REDUCING STD. PLAN - 340.5
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. ]F ADDITIONAL NOTES ARE NEEDEO FOR SPEC] FIC 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 APPLICANTS 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, ACOPY 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 7O THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY N071FY 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 SUBGRAOE SHALL BE COMPACTED TO 95%MAXIM UM DRY DENSITY PER SECTION 2-93.3(14P - COMPACTION AND
MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACIFILL 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 WHERC
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 Pi PE 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 CURBIGUTTER LINE.
• ROUND. SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR 1N 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.
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NIS)
A00STD. PLAN - 267.00
IEI•" PUBLIC WORKS SURFACE WATER STANDARD PLAN Pf'R D:
'R NOTES [1 OF 2}
DEPARTMENT GAZ 9/281201$
hhlK wo.x. namm.o-=w, DAT F
NO.
REVISION
W (SEE NOTE 7) LIMITS OF PIPE ZONE
/ I .- 0-
BEDDING MATERIAL FOR
SANITARY SEWER PIPE O.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL 6
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
PUBLIC WORKS PIPE BEDDING PPR D:
DEPARTMENT FOR SANITARY SEWERS GAZ 911/z0 g
v"ucxwMsumnnve,n DATE
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638876
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 NEEDEO 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 - 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 NDT BE INTERCONNECTEO 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 9E 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 ANDIOR PAVEMENT.
23. ALL STORM SYSTEMS AND CONNECTIONS 7O 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 TRAFF IC 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 BASINIMANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, 1NTERSECTIONS 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 4-2.1A2 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 RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING
ASTM C1781,
UN LESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NT5)
STD. PLAN - 267.10
1DR)
PUBLIC WORKS SURFACE WATER STANDARD PLAN PPR D: DEPARTMENT NOTES �2 OF 2} GAZ g/z$�2a18
Nbhc DATE
SURVEYED:
DESIGNED:
DRAWN:
C HEC KED:
B Y DATE AP P R APPROVED
ccuSion EnVelooe ID: 7CDD88BC-C843-439E-9366-C6DBBOF8BBB7
:12 PN
:45 Al'
-
-- EX- SEWER MAIN
l PROPERTY LINE
I i I
`r SPOOL f
{LENGTH AS NEEDED) I I j • 3'-0" MIN. ---I
I 1 1 0 I
6" SEWER STUB M FUTURE 4" SIDE SEWER
2% 4" STUD MARKING POST PAINTED
I I 6 CAP WHITE VATH THE WORD "SEWER" STENCILED
SEWER MAIN TEE X fi" TEE I I I I I IN 3" HIGH BLACK LETTERS AND #6 WIRE
SIDEWALK i ' z WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
`COUPLING (TYP,)
ray
6"x6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
0 (EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
P APPROVED EQUAL, SPECIFY "SEWER" ON LID),
CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD.
CONCRETE PAO TO BE 8' IN DEPTH.
� - --i
L___J
BEND AS
REQUIRED
ArEXISTING SANITARY
SEWER MAIN
FUTURE 4" SIDE SEWER
j `6" SEWER STUB %- 6"Xfi"xV WYE
1L 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 do C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED 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.
�S
3000 PSI MIX �! k� _ N{ 'N
CONCRETE
BLOCKING f 2y - 0 1 � �L�
� _ G 2X Iv�IN SLOPE
HORIZONTAL
fi" TEE
6" MEN. SEWER SEWER MAIN
MAIN
CONCRETE BLOCKING ANGLE
OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER
NOTE: 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 IMPR D. 1,R)DEPARTMENT INSTALLATION GAZ 9/11/2019 I
(SEWER MAIN TO PROPERTY LINE)
NMI,, wprkc AA-t,A- DATE
VERTICAL: NAVD
"ORIZ°�1NAD CITY O F
1983/1991
RENTON
ONE
INCH'
E �6� 6NE Planning/B uilding/Pubk Works
k�k\ Dept.
ACCORDINGLY
Color Cocies
7 h r. I Itikir. N will be- dentiFi,-,ti by
1poil LBO Imrks 0r f67gn WiLmin
(g41 f 117 �14 9I1I��lf 41�4
df the Utility 1166.
RED
EIp
YELLOW
-Gas, 01, Fue
ORANGE
fable TV Telephone
BLUE
❑diking Mter
GREEN
Lm 5eyn+er
:12
R-413002
W-413004
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Nathan Janders 09/16/2020
AVALON PROJECT INC
3302 BURNETT AVE IN, RENTON, WA 98056
TYPICAL STANDARD DETAILS
DATE.
1/31/2020
FIELDBOOK:
PAGE:
DRAWING
N0:
C04
SHEET: 4
OF:
5