HomeMy WebLinkAboutzR-4310seto
LEGEND (BY OTHERS):
,ENTERUNE R,
FENCE LINE LINK)
'
((CHAIN
FENCE LINE (WOOD)
O►��
MONUMENT (IN CASE, FOUND)
NAIL AS NOTED
- - - PROPERTY LINES (ADJACENT)
PROPERTY LINE (SUBJECT)
Q•
REBAR & CAP (SET)
W
0 REBAR AS NOTED (FOUND)
RETAINING WALL
RIGHT-OF-WAY LINES
® MAILBOX (RESIDENTIAL)
BUILDING
PST ❑ POST
F-D SIGN (AS NOTED)
SIZE TYPE OTREE (AS NOTED)
/\ HEDGE FOLIAGE LINE
0 ASPHALT SURFACE
0 CONCRETE SURFACE
® DECK
GRAVEL SURFACE
ROCKERY
G❑ GAS METER
P❑ POWER METER
O
PP O POWER POLE
PPO- POWER POLE W/ LIGHT
JPOWER
(OVERHEAD)
TEL SENTRY TELEPHONE SENTRY
LLIX
YARD LIGHT
J
E3 INLET (TYPE 1)
STORM DRAIN LINE
(v) SEWER MANHOLE
Q
SEWER LINE
FIRE HYDRANT
WM ❑ WATER METER
T
WV M WATER VALVE
Z
Z
LU
Y
LEGAL DESCRIPTION (BY OTHERS):
LOTS 32 AND 33 IN BLOCK 19 OF HILLMAN'S LAKE WASHINGTON GARDEN OF EDEN
ADDITION TO SEATTLE NO. 1, AS PER PLAT RECORDED IN VOLUME 11 OF PLATS, ON
PAGE 63, RECORDS OF KING COUNTY -
TOGETHER WITH THE SOUTH 112 OF VACATED ALLEY ADJOINING ON THE NORTH;
SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON.
BASIS OF BEARINGS (BY OTHERS):
ASSUMED A BEARING OF N 89'04 28" W BETWEEN MONUMENTS FOUND ALONG THE
CENTERLINE OF N 34TH ST.
REFERENCES (By OTHERS):
R1. LAKE WASHINGTON GARDEN OF EDEN ADDITION TO SEATTLE NO. 1, VOL. 11 OF
PLATS, PG. 63, RECORDS OF KING COUNTY, WASHINGTON.
VER TI CAL DATUM (BY OTHERS):
NAVD 88 PER GPS OBSERVATIONS
SITE TEMP. BENCHMARK
DESCRIPTION: SET PK NAIL & RED WASHER
L OCA TION: IN ASPHALT, APPROX. 40.1 FT SE'L Y OF FOUND IRON PIPE FOUND NEAR
SUBJECT SW PROP COR.
ELEVA TION: 112.99'
SUR VEYOR'S NO TES (B Y 0 THERS):
1. THE TOPOGRAPHIC SURVEY SHOWN HEREON WAS PERFORMED IN JANUARY OF
2024. THE FIELD DATA WAS COLLECTED AND RECORDED ON MAGNETIC MEDIA
THROUGH AN ELECTRONIC THEODOLITE. THE DATA FILE IS ARCHIVED ON DISC OR
CD. WRITTEN FIELD NOTES MAY NOT EXIST. CONTOURS ARE SHOWN FOR
CONVENIENCE ONLY. DESIGN SHOULD RELY ON SPOT ELEVATIONS.
2. ALL MONUMENTS SHOWN HEREON WERE LOCATED DURING THE COURSE OF THIS
SURVEY UNLESS OTHERWISE NOTED.
J. THE TYPES AND LOCATIONS OF ANY UTILITIES SHOWN ON THIS DRAWING ARE
BASED ON INFORMATION PROVIDED TO US, BY OTHERS OR GENERAL INFORMATION
READILY AVAILABLE IN THE PUBLIC DOMAIN INCLUDING, AS APPLICABLE,
IDENTIFYING MARKINGS PLACED BY UTILITY LOCATE SERVICES AND OBSERVED BY
TERRANE IN THE FIELD. AS SUCH, THE UTILITY INFORMATION SHOWN ON THESE
DRAWINGS ARE FOR INFORMATIONAL PURPOSES ONLY AND SHOULD NOT BE
RELIED ON FOR DESIGN OR CONSTRUCTION PURPOSES,- TERRANE IS NOT
RESPONSIBLE OR LIABLE FOR THE ACCURACY OR COMPLETENESS OF THIS UTILITY
INFORMATION. FOR THE ACCURATE LOCATION AND TYPE OF UTILITIES NECESSARY
FOR DESIGN AND CONSTRUCTION, PLEASE CONTACT THE SITE OWNER AND THE
LOCAL UTILITY LOCATE SERVICE (800-424-5555).
4. SUBJECT PROPERTY TAX PARCEL NO. 3342102665 AND 3342102666.
5, SUBJECT PROPERTY AREA PER THIS SURVEY IS 10,805 S.F. (0.25 ACRES)
6. THE PROPERTY DESCRIBED HEREON IS THE SAME AS THE PROPERTY DESCRIBED
IN RAINIER TITLE, COMMITMENT NO. 818629R T, WITH AN EFFECTIVE DATE OF
JANUARY 19, 2024 AND THAT ALL EASEMENTS, COVENANTS AND RESTRICTIONS
REFERENCED IN SAID TITLE COMMITMENT OR APPARENT FROM A PHYSICAL
INSPECTION OF THE PROPERTY OR OTHERWISE KNOWN TO ME HAVE BEEN
PLOTTED HEREON OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE PROPERTY.
7. EXISTING STRUCTURE(S) LOCATION AND DIMENSIONS ARE MEASURED FROM THE
FACE OF THE SIDING UNLESS OTHERWISE NOTED.
8. FIELD DATA FOR THIS SURVEY WAS OBTAINED BY DIRECT FIELD MEASUREMENTS
WITH A CALIBRATED ELECTRONIC 3-SECOND TOTAL STATION AND/OR SURVEY
GRADE GPS OBSERVATIONS. ALL ANGULAR AND LINEAR RELATIONSHIPS ARE �A
ACCURATE AND MEET THE STANDARDS SET BY WAC 332-130-090.
SCHEDULE B ITEMS (BY OTHERS):
13. ANY AND ALL OFFERS OF DEDICATION, CONDITIONS, RESTRICTIONS, EASEMENTS,
BOUNDARY DISCREPANCIES OR ENCROACHMENTS, NOTES AND/OR PROVISIONS
SHOWN OR DISCLOSED BY SHORT PLAT OR PLAT OF C.D.HILLMANS LAKE WASHINGTON
GARDEN OF EDEN ADDITION TO SEATTLE NO. 1 RECORDED IN VOLUME 11 OF PLATS,
PAGE(S) 63. (BLANKET IN NATURE. NOTHING TO PLOT.)
14. CONDITIONS, NOTES, EASEMENTS, PROVISIONS AND/OR ENCROACHMENTS CONTAINED
OR DELINEATED ON THE FACE OF THE SURVEY RECORDED UNDER
RECORDING NO. 20010711900003. (CURRENT CONDITIONS SHOWN.)
15. THE TERMS AND PROVISIONS CONTAINED IN THE DOCUMENT ENTITLED "DECLARATION
OF RESTRICTIVE COVENANTS" RECORDED: JANUARY 11, 2006 RECORDING NO.:
20060111001403 (NOTHING TO PLOT. RESTRICTIONS EXIST.)
I�
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
�. PI ED
�O of WAS
-10
R 3232��
�SSI0NAL G 9���-2A
FOUNDi
pjri�--c 4'2 8 " m Pt
--- • .:
SET NAIL
/ WASHER
T PROP COR
SW 1/4 SECTION 32, TOWNSHIP 24 N, RANGE 5 E, W.M.
KENNYDALE LO T_S
RAILROAD TIE �r—FOUND REBAR CAP
0.FROM 4991
PROP COR 0.20'S OF LINE &
-______________ [O.23'E FIRM PROP C R
71
'77
RAILR AD TIE a
FENCE C
0.1'E OF LI E
& 0.9'S FR M
PROP C R
FENCE-
0.1'E
NCI
2'E
FENCE
0.2 E
FENCE COR
& GATE
0.1'E
GA TE
30.8'
W
c
Ln
O
F COR
0.SS LINE
PROP COR
WALL 0.1'W
x OF LINE &
0.2'S FROM
PROP COR
FENCE COR
0 8, 0.1'E OF LINE
& 1.0'S FROM
PROP COR
0"EVG
F NCE LINE ±
A19ONG PROP LINE
FENCE
0.4'E
mn
Z
W
N 38TH Sr
z w
Z
0� TH ST ¢ o
KE WASH/NGTON Q N TH r
N35THST
N 347ST
MAY:CREW
N 33RD PL
- 2 e
j Y
N 33RD ST
�u N 32ND S r
3
S N 31ST Sr
405
J
N29rHsr
N 28TH PL
N 28Th! sr
N 27TH PL
.VICINITY MAP
1 "=1000'
PROJECT INFORMA TION:
TOTAL EXISTING SITE AREA:
FENCE COR TOTAL PROJECT AREA:
1.1'E
SI TE ADDRESS:
ROCKERY
0.7'E
1.C'
me
O
O
C6
O
Ld
N
O
N
LO
O
z
ROCKERY
1.4'E
Li
0
0
1) I I CB TYPE 1
RIM=141:58' W I I I I I I I ( )
I I i i I I I I I I RIM=148.72'
FOUND MON IN CASE 3, I ----I I i I I i____i i____I ✓ W C IE(NE) W' Or C=1 N477 -
BRASS DISK, DOWN 0.7' 1 0' PRl VA TE STORM WA TER I i I IE(W) 12"CONC=145.07'
- TH I IE(E) 12"CONC=145.02'
DRA lNA GE EA SEMEN T
f
RIM=140.72 N 89 0`
�IE(W/SE/E) 8 C.)
SS SS SS —
�S SS
I I
ss I ----I I ----I
Y
SD SD SD D SD SD SD
CB (TYPE 1)
RIM=143.44'
IF(W) 17"r'PP=141 7Q'
D.R. STRONG 1 CITY COMMENTS (DATED 07.19.24)
CONSUL TING ENGINEERS 2 CITY COMMENTS (DATED 09.06.24)
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
04258273063 F 425.827.2423
N0.
REVISION
SS SS �
SHEET INDEX
C1 1 OF 9 COVER SHEET
C2 2 OF 9 TOPOGRAPHY MAP
C3 3 OF 9 CLEARING AND TESC PLAN
C4 4 OF 9 TESC NOTES AND DETAILS
C5 5 OF 9 ROAD, GRADING AND LANDSCAPE PLAN
C6 6 OF 9 COMPOSITE UTILITY PLAN
C7 7 OF 9 ROAD DETAILS
C8 8 OF 9 STORM DETAILS
C9 9 OF 9 SEWER AND WATER DETAILS
L-1 1 OF 1 RIGHT OF WAY LANDSCAPE PLAN
BD 08.13.24 YLP SURVEYED: SCALE:
TERRANE VERTICAL: NAVD 1988
BD 09.17.24 YLP DESIGNED: AS NOTED HORIZONTAL: NAD 1983/1991 C T Y OF
%R]DRAWN: BD RENTON
ECM ONE IN DATUM
CHECKED: AT FULL SCALE • v
YLP Planning/Building/Public Works Dept.
IF NOT ONE INCH
BY DATE APPR APPROVED: YLP SCALE ACCORDINGLY
TAX PARCEL NUMBERS:
ZONING:
PROPOSED PROJECT:
SEWER DISTRICT:
WATER DISTRICT:
ELECTRICAL POWER:
NATURAL GAS:
TELEPHONE:
PROJECT CONTACTS:
10,656 S.F. (0.245 ACRES)
12, 303 S.F. (0.282 ACRES)
1116 AND 1118 N 34TH ST
RENTON, WA 98056
334210-2665 AND 334210-2666
R-8
2 SINGLE—FAMILY RESIDENCES
Cl TY OF RENTON
Cl TY OF RENTON
PSE
PSE
COMCAST
OWNER/APPLICANT..................... NW EASTSIDE BUILDERS, LLC
...................................................9675 SE 36TH ST, SUITE 105
.................................................. MERCER ISLAND, WASHINGTON 98040
.................................................. CONTACT.- JUSTIN LAGERS
.................................................. JUSTINVAMERICANCLASSICHOMES. COM
..................................................(253) 405-5587
CIVIL ENGINEER .......................... D.R. STRONG CONSULTING ENGINEERS, INC.
..................................................620 7TH AVENUE
.................................................. KIRKLAND, WASHINGTON 98033
.................................................. (425) 827-3063
.................................................. CONTACT.- YOSHIO L. PIEOISCALZI, P.E.
.................................................. YOSHIO. PIEOISCALZI @DRSTRONG. COM
SURVEYOR ................................. TERRANE
.................................................10801 MAIN STREET, SUITE 102
.................................................BELLEVUE, WASHINGTON 98004
................................................. (425) 458— 4488
.................................................CONTACT: JACOB GOODMAN MILLER
................................................. INFOOTERRANE. NET
GEOTECHNICAL ENGINEER .......... EARTH SOLUTIONS NW, LLC
..................................................15365 NE 90TH ST, SUITE 100
.................................................. REDMOND, WA 98052
..................................................(425) 449-4704
..................................................CONTACT SCOTT S. RIEGEL, L.G., L.E.G.
FOUND MON IN CASE
BRASS DISK, DOWN 0.6'
N
N
N
W,
LJ
a
J
0
0
0
N
NORTH
GRAPHIC SCALE
0 5 10 20
1= I I
1 INCH=10 FT. R - 431 001
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING SURFACE WATER UTILITY
HHuynh 09/27/2024 JFarah 09/27/2024 U)
WATER UTILITY '
ABDOUL GAFOUR 09/27/2024
W
J
DATE:
KENNYDALE LOTS FIEL2/13/2024 C)
COVER SHEET z
PAGE: 7
DRAWING N
1116 N 34TH ST C 1 Uj
z
RENTON, WASHINGTON 98056 SHEET: oP:9
D RS P ROJ ECT NO. 24010
LEGEND
(BY OTHERS):
O
ACU ❑
AIR CONDITION UNIT
P ❑
POWER METER
ASPHALT SURFACE
P
POWER (OVERHEAD)
BENCHMARK
UP
POWER (UNDERGROUND)
C)
BUILDING
PP O
POWER POLE
-02=2=
ROW
O 0
POWER POLE W/ LIGHT
Q
0
CONCRETE SURFACE
REBAR & CAP (SET)
LLI
0
DECK
O
REBAR / IRON PIPE (FOUND)
-EHa-E-o-o-
FENCE LINE (WOOD)
RETAINING WALL
FIRE HYDRANT
ROCKERY
FLAGSTONE SURFACE
SS
SEWER LINE
G
GAS LINE
v
)SEWER MANHOLE
G ❑
GAS METER
SD STORM DRAIN LINE
Oo
INLET (TYPE 1) SIZE TYPE
TREE (AS NOTED)
0
INLET (TYPE 1, SOLID)
W
WATER LINE
O
®
MAILBOX (US POSTAL)
wM^
WATER METER
J
®
MONUMENT (IN CASE, FOUND)
J
Q
0
Z
Z
LU
y
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
L. PI ED
�O OF WAS
-10
R 5 232��
ASS/0NAL
9
SW 114 SECTION 32, TOWNSHIP 24 N, RANGE 5 E, W.M.
I
I
I
KENN YDA L E
L 0 TS
I
I
I
/—FOUND
REBAR CAP
RAILROAD TIE I
LS# 4991
FOUND
REBAR/CAP WALL
0.5'S FROM I
0.20'S OF LINE &
LS# 9634 0.VN
PROP COR
— — — — —
0.23'E FROM PROP COR
0.68'S
N 89°04 28 W
100.0
RAILROAD TIE
ILROAD TIE
I WALL
R W
ON LI E
rri
FENCE COR
0.1'E OF LINE
I
SHED
& 0.9'S FROM
PROP COR
I
O N
8",3"DEC 0
I
(2)18"DEC
FENCE
0.1'E
28"EVG
Cv
I
I
30.8'
CONC
DRIVEWAY
NCE 12"DECO
2 E 27.2'
O FENCE
0. SE
LLJ
00
L0
_
18",17"DEC
O
z
FENCE
0.2'E
FENCE COR
& GATE
0.11E 8", 7"DEC
GA TF �—
CONC. —�
SIDEWALK
P P P f' P P
u WM
P P P . P• P
y W W W
RIM=14 .58'
IE(W) 12"CPP=136.63'
IE(E) 12"D1=136.53'
SSMH
RIM=140.72'
IE(W/SE/E) 8"CONC=132.46'( C.)
SS SS SS—SS—SS-
1)
�' ss
0NC=137.40' \
NC=137.25' \J�
ANC=137.3'
SD SD SD SD SD
w 13"DECO
CD
0
w
8"DEC
0
FOUND REBAR/CAP
LS# 5524
0.04'E OF LINE &
0.19'S FROM PRO COR
] TEL SENTRY
P P P
P P P
P p
—�—� D— P S D —
W mW W W Ln
N
7.9
SS SS SS SS
SET NAIL
I
I
I
I
I
I
I
F COR
I
/ WASHER
0. SS LINE
T PROP COR
I
& 1.7'E F M
PROP COR
WALL 0.1'W
OF LINE &
0.2'S FROM
PROP COR
0
8"EVG
FENCE COR
0.1'E OF LINE
0.8
& 1.0'S FROM
PROP COR
30"EVG
FENCE
LINE f
ALONG
PROP LINE
0 4'EE
� I
00 CONC. I N
—� EAVE � I 1.4'
r—
I I I
II
GARAGE I I �� FENCE COR
I FOOTPRINT=407 SF I ��� 1.11E
/��\ I I
ROCKERY
I<'o� I I CONC WALK 0.7'E
EAVE CONIC. I
EAVE
I
0 5 z
w I Q Po2�� ROCKERE O6o
Q
g0° GAF �ti >
00� 00
O
• P
Y
I w
HOUSE NO. 1116
FOOTPRINT=1,058 SF
N
I O
Y N
I �1 < Ln
GRAVEL I Q CONC G 0 O
DRIVEWAY... I w STEP W/ ��� zz
LANDING 0
I 8.6'--
Z
I EAVE °
PST /HR a_
CONC WALK ' ROCKERY
1.4'E
......................................... - I J W W
. . . .
I 0
n,
.. I o SET REBAR/CAP ROCKERY
AT PROP COR w 0.8'E FROM
PROP COR
N 89°04'28" W 100.07'
I ❑TEL SENTRY
—P P P P I' P ` w P�—P
P p P P P P p
—p P P P o �P P P P��—p— P
P P PP
-P P P p 4SA E P P P P P P Pp�
SD SD SD SID SP p P P
P P P P PSD P SD SID P SD P P SD P —� — —�
P p P P
P P
CB (TYPE 1) CB (TYPE 1)
— W W = W W W W W W W W I W W RIM=148.72'
IE(N) 6"CONC=142.68' �— IE(NE W' CONC=1 4_.47— W
IE(W) 12"D1=142.58' I IE(W) 12"CONC=145.07'
IE(E) 12"CPP=142.68' I IE(E) 12"CONC=145.02'
34THST SS SS SS SS S SS SS SS SS SS SS SS SS SS
SD SD SD SD SD
CB (TYPE 1)
RIM=143.44' O
D.R. STRONG 1 CITY COMMENTS (DATED 07.19.24)
CONSUL TING ENGINEERS 2 CITY COMMENTS (DATED 09.06.24)
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
04258273063 F 425.827.2423
N0.
REVISION
SD SD SD
BD 08.13.24 YLP SURVEYED:
TERRANE
BD 09.17.24 YLP DESIGNED:
BD
DRAWN:
ECM
CHECKED:
YLP
BY DATE APPR APPROVED: YLP
SD SD
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
SD
SD —SD —SD —SD —SD
VERTICAL: NAVD 1988 •
HORIZONTAL: NAD 1983/1991 C T Y OF
RENTON
DATUM .
Planning/Building/Public Works Dept.
0
N
N
C)
C)
N
A,
LJ
a
J
It
C)
BASIS OF BEARINGS (BY OTHERS): o
ASSUMED A BEARING OF N 89 04 28" W BETWEEN MONUMENTS FOUND ALONG THE O
CENTERLINE OF N 34TH ST. It
VERTICAL DATUM (BY OTHERS): /cv
I..L
NA VD 88 PER GPS OBSERVATIONS
SITE TEMP. BENCHMARK
DESCRIPTION: SET PK NAIL & RED WASHER
LOCA TION: IN ASPHAL T, APPROX. 40.1 FT SE'L Y OF FOUND IRON PIPE FOUND NEAR
SUBJECT SW PROP COR.
ELEVA TION: 112.99'
NORTH
GRAPHIC SCALE
0 5 10 20
1 INCH=10 FT. R — 431 002
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
EHHuy:nh
MENT ENGINEERING
09/27/2024 U)
O
J
LU
J
DATE:
KENNYDALE LOTS FIEL2/13/2024
TOPOGRAPHY MAP z
PAGE: 7
DRAWING
1116 N 34TH ST C 2 uj
z
RENTON, WASHINGTON 98056 SHEET: 2 OF:q
DRS PROJECT NO. 24010
o
TESC LEGEND
T
CL
CONSTRUCTION LIMITS
-0 0 0 0 0
TREE PROTECTION FENCE
Q
REINFORCED SILT FENCE
O O O O O
STABILIZED CONSTRUCTION ENTRANCE
C
-0-
DUST CONTROL
MU
MULCHING, MATTING, & COMPOST BLANKETS
OINLET
PROTECTION
U)
PS
PERMANENT SEEDING AND PLANTING
O
SS
STREET SWEEPING & VACUUMING
J
TREE TO BE REMOVED
w
J
Q
z
z
LU
V
I�
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
�. PI ED
�O OF WAS
-10
R 5 232��
ASS/ONAL G 9Al
SW 1/4 SECTION 32, TOWNSHIP 24 N, RANGE 5 E, W.M.
KFNNYnALF LOTS
T-FOUND
REBAR/CAP
RAILROAD TIE
4991
FOUND REBAR/CAP
WALL
0.5'S FROM
0.20'S OF
LINE &
LS# 9634
0.1'N
SET NAIL
I
FE COR
LINM
PROP COR
- _ _ _ _ _ _ _ _ _ _ _ _ _
0.23'E FR
M PROP C
R
N
9°04'28" W
0.68'S
1000
/WASHER
AT PROP COR
I
1
gc3S F
RAILR
AD TIE
ILR
AD TIE
_
_ PROP COR
WALL
R
WAL
WALL 0.1'W
OF LINE &
-I
ON LI E
0.2'S FROM
FENCE C
PROP COR
0.1'E OF LI
E
SHED
FENCE COR
& 0.9'S FIRM
I
N
8"EVG
0.11E OF LI
PROP C
R
0 8'
& 1.0'S FIR
8",3"DEC
0
)l8" C
PROP COR
FENCE
0"EVG
0.11E y
8"EVG
F
NCE
LINE f
Al
ONG
PROP LINE
`v
I
FENCE
40
0. 4' E
I
12"DE
o CO C.
"'
ENCE
EAVE 0
r-
I
1.
4'
.2'E
27.2'
i
I
FENCE COR
1.1'E
ROCKERY
0.7'E
1.C'
m
ROCKERY
1.4'E
D'
lu
Y
O
O
O_
a t1t F'KUILUItU UUKING ROCKERY
LS# 5524 tSEREBAR/CAP
CONSTRUCTION
0.81E FROM
.r :. 0.041E OF LINE & c� PROP COR �
d: e
0.19'S FROM PRO COR
PROP COR
-a a.CON°C..�. tl: �.. :e ns
SCEWAI- • • >>
I a" : $
... :. d.
N
. , a..:. �.... , . �.. .: a - °04 28 W 100.07
,. EL SENTRY 8 0
P P < ., ° , � ..� . (j . P P P TEL SENTRY
P
u WM 0
d_ ..°...
DC
P
P P
a. P
PM9: de. a un P P P ri PPP P :P P
PI CL
PP oPP......... .P P
P
d
a. .. ..... 4SA E CL
°
b P �I �o
...... P P P
P °• P
o P
-cn
W W W G13 RIM T141:58) W �I W W CB (TYPE 1) z I(' �D CB
IE(W) 12"CPP=136.63' CN O 3W W W W W W W W W RIM:
IE(E) 12"DI-136.53' IE(N) 6"CONC=142.68' IE(N
12+ IE(W) 12"D1=142.58 IE(N
t ,O IE(E) 12"CPP=142.68' 13+00 IE(E
SSMH _J
c� RIM=140.72' CL
IE(W/SE/E) 8"GONG=132.46'( .C.)
SS SS SS SS SS SS S S SS SS SS -
Lj N 3A T
IsSS SS SS SS
s 7. 25' \J�
3 CF) cn cn rn
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425 827 2423
1 I CITY COMMENTS (DATED 07.19.24)
2 ICITY COMMENTS (DATED 09.06.24)
N0.
REVISION
BD 08.13.24 YLP SURVEYED:
TERRANE
BD 09.17.24 YLP DESIGNED:
BD
DRAWN:
ECM
CHECKED:
YLP
BY DATE APPR APPROVED: YLP
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
CONSTRUCTION SEQUENCE:
1. PRE -CONSTRUCTION MEETING.
2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE
CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN).
J. FLAG OR FENCE CLEARING LIMITS AND PROVIDE TREE PROTECTION.
4. INSTALL CATCH BASIN PROTECTION IF REQUIRED.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S).
6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.).
7. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF
THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS.
8. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT
AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS
IN ACCORDANCE WITH THE CITYS EROSION AND SEDIMENT CONTROL STANDARDS
9. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS
DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW,
WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT.
10. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
11. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS.
12. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE
STABILIZED AND BMPS REMOVED IF APPROPRIATE.
NO TES:
1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED
NECESSARY BY COR INSPECTOR.
2. SILT FENCE WILL BE PROVIDED AT ALL DOWN SLOPES.
3. TREE REMOVAL SHALL OCCUR DURING THE INDIVIDUAL BUILDING PERMITS.
DocuSign Envelope ID: 6EECF5B6-602A-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 1ST 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 1 ST), 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 1 ST.
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
['A PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR D:
;I] DEPARTMENT GAZ 9/28/2018 1
STANDARD PLAN NOTES
Pubicw k, Adm,�,a. DATE
NORTH
GRAPHIC SCALE
0 5 10 20
1 INCH=10 FT.
•
C TY OF
RENTON
Planning/Building/Public Works Dept.
:45 AI
R-431003
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
0
co
N
W,
LJ
a
J
co
It
C)
O
0
N
I..L
DEVELOPMENT ENGINEERING �
HHuynh 09/27/2024 'R11 U)
O
J
w
J
DATE:
KENNYDALE LOTS FIEL2/13/2024 C)
CLEARING AND TESC PLAN z
PAGE: 7
1116 N 34TH ST DRAWINGC 3 LLj
Lz
RENTON, WASHINGTON 98056 SHEET: 3 OF:9
D RS P ROJ ECT NO. 24010
SW 1/4 SECTION 32, TOWNSHIP 24 N, RANGE 5 E, W.M.
KENN YDA L E LOTS
0
w
U)
O
J
W
J
Z
Z
W
V
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
2"x2' 14 GAUGE WIRE, OR
EQUIVALENT, IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC
�6'MAX.I
POST SPACING MAY BE INCREASED I I 4"x4" MIN. TRENCH
TO 8' IF WIRE BACKING IS USED
'ul BACKFILL TRENCH WITH NATIVE SOIL
OR 3/4" TO 1-1/2" WASHED GRAVEL
2"x4- WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.)
2' MIN.
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.
AOS (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 2HAV
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 61NCHES 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)
STD. PLAN - 214.00
c PUBLIC WORKS P"O "'
DEPARTMENT SILT FENCE GAZ 9/28/2018 I
urwork.nam 7,.., DATE
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
L. PIED
\O of WAS
R 5 232��
�SS/ONAL G 2�
:45 A
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
5" MAX.
DRAINAGE GRATE TRIM
GRATE FRAME _
C— OVERFLOW BYPASS
d•
BELOW INLET GRATE DEVICE
SEDIMENT AND DEBRIS -
FILTERED
WATER
SECTION VIEW
DRAINAGE GRATE
(RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.)
OVERFLOW BYPASS (TYP.)
BELOW INLET GRATE DEVICE
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 NOTTO SCALE (NTS)
STD. PLAN - 216.30
PUBLIC WORKS CATCH BASIN INSERT APPR 9/28/2018 1
DEPARTMENT GAZ
%,�#workz aammisv.mr DATE
D.R. STRONG 1 CITY COMMENTS (DATED 07.19.24)
CONSUL TING ENGINEERS 2 CITY COMMENTS (DATED 09.06.24)
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
0 425827.3063 F 425.827.2423
N0.
REVISION
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
CONSTRUCTION ENTRANCE NOTES:
1gS1NC',0
PO 1 . DRIVEWAYS SHALL BE PAVED TO
THE EDGE OF HE RIGHT-OF-WAY
PRIOR TO INSTALLATION OF THE
R = 25' MIN. CONSTRUCTION ENTRANCE TO
AVOID DAMAGING OF THE
ROADWAY.
2. IT IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED SO THAT
• RUNOFF DRAINS OFF THE PAD
100' MIN.
INSTALL DRIVEWAY CULVERT
IF THERE IS A ROADSIDE
DITCH PRESENT, AS PER CITY
ROAD STANDARDS
4"-8" QUARRY SPALLS
GEOTEXTILE
IFMIN.
PROVIDE FULL WIDTH OF
INGRESS/EGRESS AREA
12" MIN. THICKNESS
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 LENGTHMIDTH 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:
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. HE 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 PvaoVED
DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1
DATE
GRAB TENSILE STRENGTH (ASTM D4832)
200 LBS. MIN.
GRAB TENSILE ELONGATION (ASTM D4632)
30%MAX. (WOVEN)
CBR PUNCTURE STRENGTH (ASTM D6241)
495 LBS. MIN.
ADS (ASTM D4751)
20�5 (U.S. STANDARD SIEVE SIZE)
:45 Al
DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878
UNDISTURBED
NATIVE VEGETATION
UNDISTURBED NATIVE SOIL
3"4" ARBORIST WOOD CHIP MULCH,
SEE STD. PLAN 262.60
3" OF COMPOST INCORPORATED
INTO 5" OF SITE SOIL (TOTAL
AMENDED DEPTH OF 9.5", FOR A
SETTLED DEPTH OF 8")
SUBSOIL SCARIFIED 4" BELOW
COMPOST AMENDED LAYER
(12" BELOW SOIL SURFACE)
PLANTING BEDS/UNDISTURBED UNDISTURBED TURF (LAWN) AREAS,
VEGETATION, SEE NOTE 1 SEE NOTE 1
0"
OPTION 1 - NO DISTURBANCE
PLANTING BEDS
SRASS: SEED OR SOD
UNDISTURBED NATIVE SOIL
TURF (LAWN) AREAS
'1II�IIIA�A! � ��A�I�RASS: SEED OR SOD
n"
8"
1.75" OF COMPOST INCORPORATED INTO
6.25" OF SITE SOIL (TOTAL AMENDED DEPTH
OF 9.5", FOR A SETTLED DEPTH OF 8")
SUBSOIL SCARIFIED 4" BELOW
COMPOST AMENDED LAYER
(12" BELOW SOIL SURFACE)
OPTIONS 2, 3, AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND
PLANTING BEDS TURF (LAWN) AREAS
3"-0ARBORIST
WOOD CHIP
MULCH, SEE STD.
PLAN 262.60
1=1T_I=1 11=1 11=1 11=
111—I 11—I 11—I 11—I
1-111-111=1 1=1 j -
1I I=1 I I=1 I I—JJ 1=j
6" IMPORTED
_I —I —I -
_I
III-1 I I=1 I I=ITI—
TOPSOIL MIX
(COMPACTED
DEPTH)
1=1I1-1=1I1=111=
1=I�1--11=111—III_
I�IIr r1�,
1=
SUBSOIL IS
I�
SCARIFIED 6"
BELOW IMPORTED
i /
TOPSOIL MIX
.
� PUBLIC WORKS
:45 A
�'® DEPARTMENT
OPTION 5 - IMPORTED TOPSOIL
3RASS: SEED OR SOD
NOTES:
1. AREAS OF NO DISTURBANCE TO BE FENCED
AND EXISTING VEGETATION AND SOIL TO BE
PROTECTED FROM CONSTRUCTION IMPACTS.
3" IMPORTED
TOPSOIL MIX
COMPACTED
GENERAL NOTES:
)EPTH)
1. TO MEASURE SETTLED DEPTH, WATER SOIL
SUFFICIENTLY TO FULLY SATURATE WITHOUT
CAUSING EROSION
SUBSOIL IS
2. COMPOST TO MEET STD. PLAN 262.60.
SCARIFIED 6"
BELOW IMPORTED
3. COMPACTION OF TOPSOIL WHERE REQUIRED
1 )
TOPSOIL MIX
TO BE TO BS% OF STANDARD PROCTOR.
4, SEE CONSTRUCTION PLANS FOR SPECIFIC
PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 264.00
APPH I D
SOIL AMENDMENT SECTIONS GAZ 9/28/2018 1
I.w.nzna-611 a, DATE
:45 AI
CD
N
co
N
O
O
N
W,
u
t-J
O
O
O
��N■■
LnL
R-431004
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
HHuynh 09/27/2024 0
O
J
W
J
BD
08.13.24
YLP
SURVEYED:
TERRANE
SCALE:
AS NOTED
VERTICAL: NAVD ,3/1
HORIZONTAL: NAD 1983/1991
DATUMV4397
w'„ v
C T Y OF
U'R RENTON N T O N
Planning/Building/Public Works Dept.
KENNYDALE LOTS
NOTE AND DETAILS
1116 N 34T H ST
RENTON, WASHINGTON 98056
DATE:
2/13/2024
o
7
z
W
Y
BD
09.17.24
YLP
DESIGNED:
BDTESC
FIELDBOOK:
PAGE:
DRAWN:
ECM
ONE IN
DRAWING N0:
C 4
CHECKED:
YLP
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
BY
DATE
APPR
APPROVED: YLP
SHEET: 4 OF:
9
DRS PROJECT NO. 24010
CD
I-
0
J
J
Q
z
z
W
RAILROAD TIE r—FOUND REBAR/CAP
0.5'S FROM 4991
PROP COR 0.20 S OF LINE & r
SW 1/4 SECTION 32, TOWNSHIP 24 N, RANGE 5 E, W.M.
KENNYDALE LOTS
FOUND REBAR/CA
drLS# 9634 /
n FR'c
WALL SET NAIL
Q. N / WASHER
F COR
0. SS LINE
& 1.7'E F M
PROP COR
WALL 0.1'W
OF LINE &
0.2'S FROM
PROP COR
FENCE COR
0 8' 0.1'E OF LINE
& 1.0'S FROM
PROP COR
0"EVG
F NCE LINE ±
ONG PROP LINE
FENCE
0.4'E
FENCE COR
1.VE
ROCKERY
0.7'E
1. C'
m
O
O
cd
O
LLJ
N
0
N
Ln
O
z
ROCKERY
1.4'E
I
LJ
Y
U
O
-------- --------�------------ -------------------------------- -------------------------- ----- -- ------------------------------------------------------------------------
d" ° 5�24 RFRAR/� ROCKERY
04'E OF
d • � 0 8'E FROM
f.
` .. ,S FR o PROP COR
. CO.NC,� _
d
•.:: ^ ..Sc EWfRLI • a : 10' PR ---- - ------------ --°=
• d . ___-_.__-___ _ _ ¢________ ______ _ _______
IVATE STORM a M JAPONICA
WATER DRAINAGE, aEL SEA RY X WILSON/ANA
4 a .a 0
d � "ACCOLAD" (ELM) a f TEL SENTRY
P P P EA ENT -
d - P � - 2" CALIPER MIN. �
`. P
r, .......... a . P P —
`JWM •d d; a P P �P—p P
�. d I,
P P P. P� eP d P I P P.. a a.
ed• ... P -
a. P.- _� ° I P P O P P P P
u
u----=-1� 4�'- - -�p�� ------ _ P P P P
P SD P SD
CB TYP 1 / � 1 1 1 i 1 1 r- -7--r- -�----
W W W—� W ,W i I o i O CI (TYPE 1)
RIM-14 .58 / I I 1 I I I 1 1 RIM=148.72'
IE(W) 12"CPP=136.63' 1____I 1 I i 1 1 1 i - W W E(NE) �' COr NC=12— W-
IE(E) 12"D1=136.53' SAWCUT LINE i i i i 1____1 1_ _i IE(W) 12"CONC=145.07'
12+0D 13+00 IE(E) 12"CONC=145.02'
SSMH i it 1 1
I i
RIM=140.72' N
IE(W/SE/E) 8"CONC=132.46'( .C.) \ - SS SS SS SS SS _ _ - SS SS S 34)rH,' ST1 I I - SS
Ss I ---- I 1 ---1
ANC=137.40'
IC=137.25' Y-
NC=137.3'
SD SD SD SD SD D SD SD SD SD Sv D
CB (TYPE 1)
RIM-143.44' 6)
IE(W) 12"CPP=141.79' /
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
L. PI ED
�O of WAS
� n
R 3232�:
ASS/oNAL
i :mma
mol,
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
04258273063 F 425.827.2423
ROAD WORK SCHEDULE.•
Ol STA. 12+07.12 BEGIN HALF STREET GRIND AND OVERLAY AND TIE INTO
EXISTING CURB AND SIDEWALK
0 STA. 13+06.81 END HALF STREET GRIND AND OVERLAY
1 I CITY COMMENTS (DATED 07.19.24)
2 CITY COMMENTS (DATED 09.06.24)
N0.
REVISION
SS
SS
SS
SS
SS —
SD SD SD SD SD
BD 08.13.24 YLP SURVEYED:
TERRANE
BD 09.17.24 YLP DESIGNED:
BD
DRAWN:
ECM
CHECKED:
YLP
BY DATE APPR APPROVED: YLP
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
i HEHA �
AT PRO COR
4 Z
FG 148.69-
FG 148.57-\
FG 148.77
.6.9%
4
,,-FG 149.11
/v
FGJ 149. 4 r
P P —
P
t�-r--- ------------ ------
I I
I 1
I I
I 1
1 1
EAST ASPHALT TRANSITION RAMP DETAIL:
1 '=5'
25' R.O.W. HALF WIDTH
O
�
O~
OZi
W 1
W
W
�LL-
W
2
Q of
i
1.5' ROW
DEDICA TION
5' CEMENT
¢ CONCRETE 8' PLANTER
Mq,l, SIDEWALK 6
(PER COR STD. �MIN.�
PLAN 102) 1. Sq A TYP.I
1-3" PVC CONDUIT `\�\i\. • ;.
2-2" PVC CONDUIT
2" PVC CONDUIT
VERTICAL CEMENT CONCRETE
CURB & GUTTER (PER COR STD. PLAN 101) /
CATCH BASIN & STORM
SEWERS SEE PLAN
NORTH HALF N 347H ST
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
I
M
13'
25'
10' SA WCU T
Z
O O
O
v¢i
LZI
v
k O
W
0
2%
W
GRIND AND OVERLAY TO
4" HMA EXISTING CROWN
6" CRUSHED ROCK BASE
NTS
PA VEMEN T RES TORA T/ON NO TES
WITHIN CITY LIMITS, PAVEMENT RESTORATION SHALL BE PER C.O.R. STREET RESTORATION AND STREET
OVERLAY STANDARDS AND/OR AS FIELD SPECIFIED BY THE CITY INSPECTOR.
BACK OF SIDEWALK SLOPE NOTE
GROUND SLOPE BEHIND SIDEWALK SHALL NOT EXCEED 4: 1 FOR A DISTANCE OF THREE (3) FEET.
AFTER THREE (3) FEET, SLOPE MAY BE INCREASED TO A MAXIMUM OF 2: 1.
PLANTER STRIP NOTE:
PLANTER STRIP SHALL BE LAWN. PLEASE SEE BUILDING PERMIT LANDSCAPE PLANS FOR MORE
DETAILS.
N
N
0
N
a
J
0
0
0
N
R-431005
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
NORTH HHuynh 09/27/2024
GRAPHIC SCALE
`5 10 20 0
1 INCH=10 FT. w
J
DATE:
KENNYDALE LOTS 2/13/2024
C TY OF o
ROAD, GRADING, AND LANDSCAPE PLAN PAGE:
RENTON z
7 DRAWING NO: z
Planning/Building/Public Works Dept. 1116 N 34TH ST C5 W
RENTON, WASHINGTON 98056 SHEET: 5 OF:�
D RS P ROJ ECT NO. 24010
SW 114 SECTION 32, TOWNSHIP 24 N, RANGE 5 E, W.M.
C)
co
I
I
�
�
N
N
�
,
I
I
o
ry
W
Z
J
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
L. PIED
�O of WAS
R 232sq
ASS/OG 2�
NAL
150
145
140
130
125
10+80
KENN YDA L E LOTS
(PR/ VA TE) W/ 10 LF \
DISPERSION TRENCH
RIM f 149. 00 (MATCH FG) CAP
6" IE
146.50
R
44 LF PVC SSS O 7.25%
34 LF 6" PVC FROM MAIN TO CO JCE
10 LF 4" PVC AFTER CO;s`
JE ®MAIN 134.83'°P
1E ® CO 1JZ28 FI
1E AT CAP 138.00 `
SAN/TARP SEWER
STUB CLEANOUT
(TYP.); PER COR
STD PLAN 406.1
28 LF 6" PVC SD
O 2.00% MIN.
END IE 14 1. 00
TYPE 1 OR
(PR/ VA TE)
RIM f 144. 00
6" JE 139.75
FENCE CORN
& GATE
0.,•E
10.00' PR/ VA TE STORM
WATER DRAINAGE-
EASEMENT
REMOVE EXIS77NG INSTALL "STORr
ASPHALT 77?ANS1770N ADAPTER ON EX.
RAMP AND REPLACE FIRE HYDRANT
Wl774 LANDSCAPE c,
CB 1, EX TYPE 1 CB.�'
STA. 11+98.45, 12.06' L .:
F' RIM 141.58
p 12" lE IN 136.63 (E)
12" 1E OUT 136.53 (W)
W CB (TYPE 1)
RIM=141.58'
EX SSMH .(W) 12"CPP=136.63
RIM=140.72' IE(E) 12"DI=136.53' 12+ 0
IE(W/SE/E) 8" CONC=132.46' (C.C.) SSL
IM=140.72'
IE(W/SE/E) 8"GONG=13 -
J CB (TYPE 1)" SS
33 LF 12" LCPE O 5.69% (PIIPUBUC)
11 +20
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - 7th AVENUE KIRKLAND, WA 98033
O 425 827 3063 F 425.827.2423
11+60
1
8',3"DEC O
°° -
8"DEC _
0
-P-
STA. 12+31.81, 12.48' L',
RIM 143.53
12" JE IN 138.53 (E)
6" JE IN 139.03 (N)
12" JE OUT 138.53 (W)
LSp 9634 u.i ry
I '
89'04'28" WIV
0.68'S 1 nn n
ILROAD TIE
WA
i ON i
SHED
• I 28-EVG •
h I �
EAVE O
I I
GARAGE I I I y✓
FOOTPRINT=407 SF
n>WPancSrnl f INSTALLED UNDER SFR
BUILDING PERMITS (TYP.)
FF
CROP COR
�81�"EVGTYPE 1 CB
33 ;T ► 32
328 S.F.
5, 328 S.F.
\ ............................... r 9 _
(PRIVATE) W/ 10 LF
3. . DISPERSION TRENCH
FENC RIM ±151.00 (MATCH FG)
6 /E 148.50
1.4' 34 LF 6" PVC FROM MAIN TO CO
10 LF 4" PVC AFTER CO
JE O MAIN 13Z 10
FENCE COR 1E O CO 139.25
lE AT CAP 139.88
1.1'E
APPROX. LOCATION OF EX. SIDE
--SEWER PER ASBUILTS TO BE CUT
AND CAPPED AT PROPERTY LINE
1" WATER SERVICE LINE AND METER
TO BE INSTALLED BY CITY FORCES
(TYP.); PER COR STD PLAN 320.1
"STA. 12+91.66 16.62' L
WET TAP TO EX. 8" WATER MAIN
1-8 x6" TEE (M✓xFL)
1-6" G.V (FLxMJ)
1-FIRE HYDRANT ASS'Y 19
10 LF 6" DI CL. 52 :rl
CONCRETE BLOCKING
PER STD. PLAN 310.2
LOCA77ON OF EX. 3 " WATER SERVICE
TO BE CUT AND CAPPED AT 7HE
Rai WA7ER MAIN BY CITY FORCES UNDER
1.Y
4 ` PERMIT B24002199
EX. CB 2, EX TYPE 1 CB
SET R Ak/CAP
C� AT IOP COI
Rl....._... �
0.8'E FROM STA. 13+18.12, 12.66 L
d-
PROP COR RIM 148.72
"
C3ML MNMY 12 /E IN 145.02 (E)
�.- P
P
6" 1E IN 146.42 (NE)
A P
- 12" 1E OUT 145.07 (W)
- i
i-------T
--------I-
FT 7---
-SD-
--� P CB (TYPE,) P P
(n?E 1
I
20
3+00 O11._08.y° PUBLIC)
(71
N 690
3i
tH-ST
CB 2 TYPE 1 CB PUBUC -
STA. 12+98.44, 12.85' L
--
-I
RIM 14Z85 'S SS SS -
67 LF 12" LCPE O 6.48% (P2/PUBUC)
12" JE IN 142.85 (E)
SI
1,n cn Sp
12" JE OUT 142.85 (W)
EX.
400 LF CONC. PIPE AT 5.46%
'GCB (TYPE,)
RIM=152.11 •
PROVIDE 4X4' CONCRETE SHEAR 12 CONC=149.36
BLOCK PER STD. PLAN 31a2 2 CONC=149.56'
1. 1,
CLEARANCE
EX. PIPE TO BE BETWEEN WA&SD
REMOVED PROVIDE ETHAFOAM EX. PIPE TO BE
2.7'
REMOVED
CLEARANCE
BETWEEN WA&SD 1.2' EX. STRUCTURE
CLEARANCE TO BE REMOVED
BETWEEN SS&SD
PROVIDE ETHAFOAM - --
X. GRADE U
- - - EX. CB 2, EX E 1 G
-- i STA. 13+18.1$ 12.66' L
RIM 148.72
-- - 12" 1E /N 145.02 (E)
" lE /N 1 4
i
i
STA. 11+98.45, 12.06' L
RIM 141.58
12" JE l�I 136.63 (E)
12" 1E 0 T 136.53 (W)
1.0'
CLEARANCE -
BETWEEN WA&SD
PROVIDE E7HAF0AM
33 LF 12" LCPE
O 5.69% P1 UBLIC)
- STA. 12+31.81, 12.48' L
RIM 143.53
12" 1E IN 136.53 (E)
6" IE IN 139.03 (N)
12" JE OUT 138.53 (W)
N34THST
O
12+00
1 1 CITY COMMENTS (DATED 07.19.24)
2 ICITY COMMENTS (DATED 09.06.24)
N0.
REVISION
12+40
42
12" JE OUT 145.07 (W)
20 LF 2" LCPE
O 11.28% (P31PUBL/C)
CB 2 TYPE 1 CB PUBUC
8.44, _12.85' L
RIM 147.85
12" JE IN 142.85 (E)
12" JE OUT 142.85 (W)
1.5,
CLEARANCE
BETWEEN WA&SD
67 LF 12" LCPE
O 6.48% P2 UBL/C)
1.9'
CLEARANCE
BETWEEN SS&SD
CLEARANCE
BETWEEN SS&SD
� � w
12+80
BD 08.13.24 YLP SURVEYED:
TERRANE
BD 09.17.24 YLP DESIGNED:
BD
DRAWN:
ECM
CHECKED:
YLP
BY DATE APPR APPROVED: YLP
13+20 13+60
SCALE:
VERTICAL: NAVD 1988
AS NOTED HORIZONTAL: NAD 1983/1991
ONE INCH DATUM
AT FULL SCALE DATUM
IF NOT ONE INCH
SCALE ACCORDINGLY
145-
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
HORIZONTAL
0 2.5 5 10
1 INCH = 5 FT
VERTICAL
C TY OF
RENTON
U'R
Planning/Building/Public Works Dept.
NO TES:
1. ALL TRENCH RESTORATION WITHIN THE CITY OF RENTON RIGHT OF WAY SHALL BE
PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY
DETAIL.
2. WET TAPPING OF EXISTING WATER MAIN SHALL BE PERFORMED BY CITY
WET TAPPING CONTRACTORS AT DEVELOPER'S EXPENSE.
SIDE SEWER NOTES:
O
N
C:)APPROVED
O
�!
U
1. SIDE SEWER LINES SHALL BE INSTALLED A MINIMUM OF 8 FEET INTO EACH LOT.
2. MINIMUM SIDE SEWER SLOPE IS 2.00%
J. MINIMUM SIDE SEWER DEPTH IS 5 FEET FROM FINISHED FLOOR.
4. IN UNPAVED AREAS, POUR 2-FOOT SQUARE CONCRETE (CLASS 3000) PAD AROUND
CLEANOUT RING AND COVER
BASIC DISPERSION NOTE..
EACH DISPERSION TRENCH HAS A LENGTH OF 10 FT AND SHALL MITIGATE 700 S.F.
OF ROOF AREA. FINAL DESIGN TO BE PROVIDED ON BUILDING PERMIT PLANS.
CATCH BASIN NOTE:
IF DURING CONSTRUCTION, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF
Q
THE TYPE 1 CB AND MISALIGNMENT WITH THE CURB, THE CITY WILL REQUIRE
REMOVAL AND REPLACEMENT OF TYPE 1 CB WITH LARGER STRUCTURE AND
J
ADEQUATE KNOCKOUT.
PUBLICLY MAINTAINED STORM ELEMENTS:
ALL CONVEYANCE SYSTEM ELEMENTS DEPICTED ARE PRIVATE UNLESS
LABELED AS PUBLIC.
WATER METER NOTE:
A SEPARATE WATER PERMIT WILL BE REQUIRED, AND WILL BE PREPARED BY CITY
STAFF AT TIME OF CIVIL PERMIT ISSUANCE.
C)
C)
`D
N
I
S- 431001 W- 431001 R- 431006
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING v SURFACE WATER UTILITY
LHHuynh 09/27/2024 Farah 09/27/2024 C) (n
WASTEWATER UTILITY WATER UTILITY
jstowel 109/27/2024 ABDOUL GAFOUR 09/27/2024 J
DATE:
KENNYDALE LOTS 2/13/2024 C)`
1ELDB
PAGE:
COMPOSITE UTILITY PLAN OOK: /
PAGE: 7
DRAWING
1116 N 34TH ST C 6 Lz
RENTON, WASHINGTON 98056 SHEET: 6 OF:9 Y
DRS PROJECT NO. 24010
O
Z
Z
W
Y
FACE OF CURB
-6 lr1-J
,512- 1"
. s TOP OF
12" R. ROADWAY
r�
- L
I
CEMENT CONCRETE
TRAFFIC CURB AND GUTTER
FACE OF ADJACENT CURB
610^ FLUSH WITH GUTTER
PAN AT SIDE WALK
RAMP ENTRANCE
112 1:24
TOP OF
12'R. ROADWAY
r
t
1 � I
DEPRESSED CURB SECTION
AT SIDEWALK RAMPS
316"
_ 6- _ CEMENT CONCRETE
12' R. ,- R SIDEWALK RAMP
VARIES OR LANDING
FROM 1
6"TOO '
6'
1
318' PREMOLDED
JOINT FILLER
CEMENT CONCRETE
PEDESTRIAN CURB
AT SIDEWALK RAMPS AND LANDINGS
FACE OF ADJACENT CURB
610
SEE DEPRESSED CURB DETAIL THIS SHEET
1:24
TOP OF
1 ,• 12'R. ROADWAY
2"
1
�1
(
DEPRESSED CURB SECTION
AT RESIDENTIAL DRIVEWAYS ONLY.
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2
FACE OF CURB
- 6 12'-
5
_...J 12'R. - - 1"R.
I FACE OF ADJACENT CURB 1 1
TOP OF
ROADWAY
• q v 's� P GLITTER SURFACE ,
- r
0 , ' .
PREMOLDED
JOINT FILLER
E FULL -DEPTH
EXPANSION JOINT
1"R. 1
8 114'
1R. 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 contraction joint sparing.
2. Expansion joint shall be hill depth, 3/8' (in.) premolded joint filler.
3. For Depressed Monolithic Dnveway Curb 3 Gutter Section. see Standard Plan 1042
STD. PLAN - 101
a PUBLIC WORKS CEMENT CONCRETE CURBS /1
DEPARTMENT
B' 1? RAISED EDGE DETAIL B SIDEWALK
LEVEL EXTEHDSIOEWALKTRANSVFASE 1•-P T. Is -(IN) PREMOLDED JOINT FILLER
1?(IN)R JOINTS TO INCLUDE RAISED EDGE TYPICAL WHERE APPUCABIE
ROU DING 205t 1? (IN) R. (IYP.)
FOR CURB DETAILS
b 1•., + �- 1 _1.P% SEE 9TD PVW 107
1'QN)R. �•.� •, t•"•1�i.^i• ,T{{^•'•'!' ,EXISTING RDADWAY
�tik'Ata' �•�. ..; ,/•L / UBHEO ROCK aAS
SEE PULSED EDGE I --
1'•7 •SIDEWALK DETAIL - THIS SHE LTYPICAI. UNDER • CRUSHED SURFACING TOP COURSE6CSTC)
ALL CUT MIN SIDEWALK OMPACT TO 95% MODIFIED PROCTOR
`LOPES WITHRAISEDEDGE (UNLESS REQUIREMENT WAIVED BY
ENGINEER) TYPICAL UNDER ALL CURB,
1? (IN) R. (IYP.) GUTTER L SIDEWALK. CSTC UNDER
FOR CURB DETAILS CURB a GUTTER TO BE 6' THICKNESS OR
1.5% `SEE STD PLAN 101 MATCH E%1C6TINOROADWAYCRIg.D ROCK
1N CA1�� ,Y < SASALL C y/HICMEVER IS GREATER (TIT. FOR
eH�S1FP ';.t• P• ALL CURBSGUTTER).
P ,tr t
•" FINISHED GRADE 1' IN) BELOW
} Y'-0' SIDEWALK
t TOP OF CONCRETE �URFACE
ADJACENT TO CURB ,rI., MINRO1? (IN) R. ITYPJ
�t.0% 1 FOR CURB DETAILS
1,B% SEE STD PLAN 101
BRIDGE ORPEDESTRMN H•' y
RAINING � �
FOR CURB DETAILS ADJACENT TO CURB
BARRIER -SEE
SIDEWALK SEE STO PLAN 101. (STEEP FILL SLOPES)
CONTRACT PLANS WALL OR BARRIER
RUSK / I SIDEWALK
VERTICALWALL- '
SEE DETAIL �: '...Fr, -- •;••
315• (IN) PREMOLDED
JOINT FILLER
ADJACENT TO CURB AND RAILING OR WALL B• ttINN
Fit UDED
JOINT FILLER
FOR SIDE
TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL
SIDEWALK (SEE NOTE 10)
.SECTIONS 1)) R
1.5X FOR CURB DETAILS
1.SX MIN SEESTDPIAN101
BROOMEDFINLSH
r OR MATCH FINISHNG
d 4•WIDE.SMOOTH
Jr'• 0 TROWELED PERIMETER
FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE
SURFACE FOR PLANTING - FLUSH IF PAVED
�• 5„B1 m �. CEMENT CONCRETE CURB
ADJACENT TO BUFFER STRIP (CURB AND GUTTER SHOWN)
d FOR BID PLAETALS
N
� \ SEE STO PLAN 101
J
i 1IP'TO 1/4'
NOTES O '�` S
1. Four feet of pie Sidewalk Width shall I -
betheminimumpedestrian CONTRACTION JOINT
IN SIpEWAIIL ONLY •.ra
aaesslble rolll0 (PAR) free of verllcal \ / q • AO T
antl horizontal DhsWdbns. Gratings, ►•••: 4
ACos. Covers, Junction Boxes, FULL-0EPTH EXPANSION JOINT IN BOTH
Geb18 VBUIt3, PUII BO%85 end other
AND SIDEWALK (SEE FLANlot. 11 -•
appurtenances within the sidewalk �aF� ]? C- CONTRACTION JOINT
must be flush with surface, and match
grade ofthe sidewalk. JOINT AND FINISH
DETAIL
2. Monolithc Cement Curb and q••, R�•
Sidewalkis not permitted
lRed In In new For other referenced NOTES see
construction. When replac entwork STD PLAN 104.2. •'s'
ne=Itates a Monolithic Cement
Concrete Curb bulld per WSDOT PRE OLD
Standard Pion F-30AM3. Paved surfaces must comply With JOINT FILLER
STD PLAN 102.1 as applicable. E FULL -DEPTH
3. Concrete to be 4,000 PSI. EXPANSION JOINT
PUBLIC
DEPAR MERITWORKS
CEMENT
EWAL KCONCRETE
STD. PLAN - 102
Ica{ PW1 , ED ;C
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
L. PIED
�O of WAS
G,
__0 tl:�
R 3232STE��
�SS/0NAL G 2�
- SM N011111 jlt-3fati1 % S�E'1Y D WM ,MXNT
~ D� f \\\\\ D.
SW 1/4 SECTION 32, TOWNSHIP 24 N, RANGE 5 E, W.M.
KENN YDA L E LOTS
Ir MA
r I 1
I
.1/0',{E]W /B' PDLOED JOINT FILLER (T", -
IXAMO
i' � 5•
PLAN VIEW
fACE OF - CEHTEf61NE I�
I.� CLe� __>TfLWEB�i►TE
a 1/2,
Is t 1'1:: FRIM AIM MITE m MIT
1/;1R. t' R .SFr - Am0*urrN9tl1*rDED
AI
a TOF OF
_ A=2TWNr NEC xDN -NOL MELuOED
M QIREAAa] aIfTTQi ND11EM
GXTOH BA&N - NOT *0 UnED
- " BIFDUaedAra] eurtEn ao nee
r'
J
f
GE(tiI NOTI S'
1 , The ivwd of Na design IS to facif t13te the removal
of is. Datlit basin W71h minimal dildurharton
of the Gent.
" The expansion joints of itm �4-
Al
adjacent sldalrra[k eh MI
N adJWdW t0 de in I y J
IlnB rAB) them ourb f
eXt�aITIJI011 JI0RfTa. � I I �
k.4ti.1I- �
1SG"C VIEW
NFrn. > -soli
CEMENT CONCRETE CURB D.
INSTALLATION AT
e :)' .11].''f. `N I' CATCH BASINS PRO
TW
CEMENT CONCRFTF
/ CURB R
i /K\ (SEE NOTENOTE 3) 3;
FMF?n - DEPRESSED MONOUTHIC
CONCRETE CURB a GIJRER
B17L1YALK ', /.�j i/ (SEE DETAIL THIS SHEET)
TYPE C2EI -ISOMETRIC VIEW
(COMMERCAC, WITH BUFFER)
NOTES
1. When a driveway width exceeds 15 fee:, mnsb -t a full depth
expansion Joint with 3/8' Joint filler a" the driveway lane lines
. FAi CURB
(see aid. plan 102). Construct expansion joins parallel with the
BEE C --- SEEOEPr4 a CUM OEM
- etc oN r'esBI1I2T
censrilne as required at 15'maximum spacing when driveway
eoKTRAeT oN.IONT
widths exceed 3U,
BTO PLAN 07 ` 1111r. r
1?R TOIOF
2. See rid. plan 102 for sldevra&details
3. Curb and gutter shown, other curb designs may be Specified.
:
See Bid. plan 101 for curb detailsItIr
.----
4. Not used.
(
�- 1-r r-r
5. The engineer will design all driveways to Indude elevatons at all
NOTE: DwrewEYLnemmgAELwAFMOON
points marked with symbol 'X'. All elevations are at the back of
'b"MONO Ll FULL Is
DEPRESSED MONOLITHIC CURB a OUiTER DETAIL
curb top on uphill side,
6 Nc! used
7 For Driveway Widths see DRIVEWAY STANDARDS
(See NOTE 10). The expansion pints (see std. plan 102) shall be
spaced as shown In the Corresponding isometric view.
8 Slopes shall comply with sections 11303.2A or R303.2.2 or
FACE OF ADJACENT CURB
R3032.3 of the Revised Draft Guidelines for Acomible Public
y
r -
Rigblsof--WayufNovembez23,2005(PROWAO).
9. Curb retDms for any Type C-MAX Driveway may be approved on
l�
a case -by -case basis
?' a
.
10. STREET STANDARDS = Renton Municipal Code (RMC)
t• R :
Title IV Development Regulations
CHAPTER 6STREET AN D UTI UTY STAN DARDS
Section 44,060 MEET STANDARDS
`-
DEPRESSED CURB DETAIL
AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS
DRIVEWAY STANDARDS =Renton Municipal Code (RMC)
Title IV Development Regulations
Driveway Example: TYPE C1 B
CHAPTER 4
R-ReweneBl CraomlllneiN J
CITY-WIDE PROPERTY DEVELOPMENT STANDARDS
N-low II.- - - -----
Section 4-4-M PARKING, LOADING AND DRIVEWAY
(MAX-4 Lane CommetWq
REGULATIONS
B-& Ter (Pb 8 gSMp). 91gn TeNq BIdIBr
PUBLIC WORKS
CEMENT CONCRETE DRIVEWAY
PLAN - 3042
>. (
DEPART!(\T
ENTRANCES - NOTES AND DETAILS
D.R. STRONG
CONSUL TING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
620 - Ah AVENUE KIRKLAND, WA 98033
O 425827.3063 F 425.827.2423
1 1 VARIES 11'
MIN I MIN MIN I MIN
SPECIAL NOTE:
_ p
I
IN THE EVENT TRANSVERSE PATCHES EXIST11}}-
WITHIN THE AFFECTED STREET, THE LENGTH
OF THE PATCH SHALL BE EXTENDED TO
I p
INCLUDE ANY EXISTING PATCH WITHIN 10
- I {--J'•'. '
FEET OF THE EDGE OF THE PATCH REQUIRED
FOR THE NEW CROSSING AND ANY
{ g'
SUBSEQUENT PATCH EDGE WITHIN 10 FEET
OF THE EDGE OF THE SECOND PATCH AND
SO ON UP TO A TOTAL OF 300 FEET.
FACE OF GUTTER OR
EDGE OF PAVEMENT
TRAFFIC FLOW
_ I I .
r
2" HMA
I
I I� 'I
LINE OR
ICENTER
LANE LINE
_
2" TO 8" HMA
i
6.5' MIN.
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
VARIES: 6.5' MIN.
1' 1' 1' 1'
VARIES -�I
DEPTH OF EXISTING PAVEMENT
MIN I MIN MIN I MIN
2" J
SAWCUT AND REMOVE
OR PLANE, SEAL WITH
2" - 6" MIN. HMA (SEE NOTE 2)
AR-4000W
(EACH SIDE)
6" CRUSHED SURFACING TOP COURSE (CSTC)
2" HMA
A RD
SPECIFICATIONS, COMPACTED TO 95%. MODIFIED
PROCTOR.
SAWCUT AFTER BACKFILL
(EACH SIDE)
CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL
- -
(9-03.19), GRAVEL BORROW (9-03.14(1)) PER
WSDOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER'.
BASED ON GEOTECH REPORT, COMPACTED TO 95%
MODIFIED PROCTOR.
WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED
IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4)
I I
PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF
NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT
PIPE ZONE BEDDING. MATERIAL- SEE STANDARD
I I
STANDARD SPECIFICATION 7-08.3(1)B i�--yl
PLAN 110.1.
TRENCH WIDTH
FOR NOTES, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR'
PLAN - 110
PLK " I:
PUBLIC WORKS
DEPARTMENT
FLEXIBLE PAVEMENT OR RIGID
PAVEMENT WITH OVERLAY
1 I CITY COMMENTS (DATED 07.19.24)
2 ICITY COMMENTS (DATED 09.06.24)
N0.
REVISION
A'wN. ARIEB IEEE NO1Ei BNIW.
tBee NOTE,n
IEEE NOTE N
PLF OF PAVED
DRVEW1 REOUWED
ae' ENP-31-4-(TYP.I
cF
(BEES D.PLANIPE1
CE
EN
qFy
Li
Y g
r
SEE rvOIES
iw
4
R PwITN 1M tv J SEE NDTEI � MENi CONCRETE
SLOPE ITYP.) B E CUPBEE NOTE ]I
ae'caNTaBM ST oWANIM
IAEE ETD. PLAN IIttI PLAN VIEW
E�6�A ]% AU%. SEE NOTE A m'PI
F'MIN. E• 01 B'MIN
CEMENT CONCRETE �R�emSiE ICIIRe A EUTIEB
EIp VlALK as ExPAw-.10;11I Is I
SECTION O ME ST-In Ica IR Rrr, AWEwuN xtDM
�'. DPFEIIENCE N BLOPENWI -
y DRIVEWAY WI ITNE BLOPE IBLOPE eHOWN F}AGpAM1E01
S%
PPo1EVIAY A'MIN
F[RfaNiNFAA fwI1RE1- N I. 6E ON O
CEMENT
Sasew D(
TYPE RIB - ISOMETRIC VIEW
(RESIDENTIAL, WITH BUFFER)
CE-CONCRETE
CURBS GUTTER
IBEE xOTE ])
For NOTES STD. PLAN 104.2
1
STD. PLAN - 104.3
PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PPR ZED:
DEPARTMENT ENTRANCE - TYPE RIBem
b MB ►i�r 1 Z
0
ATE
Gregg Zimmerman. Public Works Administrator
BD 08.13.24 YLP SURVEYED:
TERRANE
BD 09.17.24 YLP DESIGNED:
BD
DRAWN:
ECM
CHECKED:
YLP
BY DATE APPR APPROVED: YLP
Docu!
o
INITIAL 2" DEEP SAWCUT OR GRIND, AND
LIMIT OF FINAL OVERLAY. GRIND AND PAVE
FULL STREET WIDTH OVERLAY REQUIRED.
"'"EDGE OF EXISTING PAVEMENT
' -EDGE OF TRAVELED LANE (EDGE STRIPE)
VARIES: 4.5' MIN. (SEE STD PLAN 110.1)
CENTER OF ANY MARKED LANE LINE,
PROVIDE NEW CHANNELIZATION AFTER OVERLAY
--- SECONDARY FULL DEPTH SAWCUT FOR
PROPOSED TRENCH
-""-INITIAL 2" DEEP SAWCUT OR GRIND, AND
LIMIT OF FINAL OVERLAY. GRIND AND PAVE
FULL STREET WIDTH OVERLAY REQUIRED
1
A
FOR TYPICAL SECTION AND NOTES SEE STANDARD PLAN 110,1
STD. PLAN - 110.2
PUBLIC WORKS REQUIRED SAWCUT, GRIND AND F'1,11 'liD:
DEPARTMENT OVERLAY FOR LONGITUDINAL TRENCHES IQ �ft
_(D
iign Envelope ID: 3B1B34D3-7E0 -476 '-ADB3-432_9_FFE0C108
SCALE:
AS NOTED
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
PIPE ZONE BEDDING AND
BACKFILL, SEE NOTE 5 -
FOUND
LEVEL
®GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 91
OR MAINTENANCE ROCK (WSDOT 9-03.9(4))
FLEXIBLE PIPE NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARRELS.
2. HAND TAMP UNDER HAUNCHES.
3. DIRECTLY OVER PIPE, HAND TAMP ONLY.
4. SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR
TRENCH WIDTH.
5. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6'
LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY.
6. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH
FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOTIAPWA
SPECIFICATIONS SECTION 9-03.17.
PIPE TYPE
MINIMUM
COVER (FT)OF
PUBLICT
PRIVATET
ALLOWED IN ZONE 1
THE APA7
LINE CORRUGATED POLYETHYLENE PIPE (LCPE)
2.0
YES
YES
YES
CORRUGATED POLYETHYLENE PIPE (CPE) - TRIPLE WALL
2.0
YES
YES
YES
POLYVINYL CHLORIDE PIPE (PVC)
3.0
YES
YES
YES
SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE)
2.0
YES
YES
YES
POLYPROPYLENE PIPE (PP) -DUAL WALL
2.0
YES
YES
YES
MINIMUM DISTANCE
DIAMETER
BETWEEN BARRELS
12" TO 24"
12"
30" TO 96"
DIAMETER / 3
102" TO 180"
48"
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
STD. PLAN - 220.10
e PUBLIC WORKS PIPE ZONE BEDDING AND 4RIM§Bed by:
"` DEPARTMENT COMPACTION - FLEXIBLE PIPE Aartin Pastucha 8/13/20
®8A3AaB6lxU)D... DATE
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM
URC TY OF
RENTON
Planning/Building/Public Works Dept.
SEE STANDARD PLANS 110. 110.1, 110.2, AND 111 FOR PAVEMENT
RESTORATION REQUIREMENTS
SURFACE RESTORATION AS
SPECIFIED IN CONTRACT DOCUMENTS i
--- 12"MIN.
--- EXISTING PAVEMENT SURFACE
_-- _______-_-_---�
\\
c� Is \ \
t OOO OO / 6iMIN \SEE NOTE 4
NEAT LINE TRENCH "CRUSHED<`-
SURFACING TOP COURSE" PER
TO 95% OF MAXIMUM DENSITYCOMPACTED
"CRUSHED SURFACING TOP COURSE" PER
WSDOT STD. SPEC 9-03.9(3),'BANK RUN
GRAVEL FOR TRENCH BACKFILL' PER
WSDOT STD. SPEC 9-03,19. OR "GRAVEL
BORROW" PER WSDOT STD. SPEC 9-03.14(1),
COMPACTED TO 95% OF MAXIMUM DENSITY
BENCH AS NEEDED FOR
SHORING SYSTEM WHEN
DEPTH IS 4' OR GREATER
PIPE
PIPE ZONE BEDDING AND BACKFILL
PER STD. PLANS 220.DO AND 220.10
I� SEE NOTE 1 -�
UNPAVED AREAS I PAVED AREAS
I
NOTES:
1. SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR
MEASUREMENT OF TRENCH WIDTH.
2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD
DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC.
3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS
DETERMINED BY PIPE MANUFACTURER.
4. IN PAVED AREAS, IF PIPE HAS LESS THAN T OF COVER, USE'CRUSHED
SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE.
5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS.
UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS)
STD. PLAN - 220.20
�c PUBLIC WORKS TYPICAL TRENCH AND BACKFILL 7101 9/28/2018 1
"` DEPARTMENT GAZ
DATE
18:
:45 &N
R-431007
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
A,
U
C)
C)
C)
N
DEVELOPMENT ENGINEERING
HHuynh 09/27/2024 (n
O
W
J
DATE:
KENNYDALE LOTS 2/13/2024 C)`
ROAD DETAILS 1ELDBOOK: /
PAGE: Z
1116 N 34TH ST DRAWINGC 7 Z
RENTON, WASHINGTON 98056 SHEET: 7 OF:9 pi
DRS PROJECT NO. 24010
SW 114 SECTION 32, TOWNSHIP 24 N, RANGE 5 E, W.M.
KENN YDA L E LOTS
co
co
"Im
24" , r ' SURFACE WATER STANDARD PLAN NOTES: SURFACE WATER STANDARD PLAN NOTES:
I I
Q I G;= FLow 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 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 PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE
W N3/4
APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER 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. SURFACE WATER STANDARD PLAN NOTES. O
O BOLT -DOWN SLOT, I -
BOLT -DOWN SLOT, �I
SEE DETAIL AND I SEEDETAILAND 1/2" 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, APRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TOA MINIMUM DEPTH OF ONE (1) FOOT2 1/2"DIA. HOLE NOTE 1 REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR. AND SHALL MEET THE FOLLOWING SPECIFICATIONS:
ii NOTE 1
� 3/4" • 4-8 INCH ROCK/40-70% PASSING; co
/1 I
A 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. • 2 - 4 INCH ROCK / 30 - 40% PASSING; AND � V
A � I 1 1/4" •LESS THAN 2 INCH ROCK / 10 - 20 % PASSING. O
20.140 I 5/8" 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE O
4 4 I WATER DESIGN MANUAL (RENTON SWDM, RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE
> CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO
O O O z 5/8" CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS.
CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO (\'
�O�O�O I c 3 r THE CITY. •
04��0�4 j o 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT -LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE I
DO�O�OD I o 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. (Vl
BOLT -DOWN SLOT DETAIL 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 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
- - -
4�4� 04�0 L SEE NOTE 1 - FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. TO THE CITY PRIOR TO CONSTRUCTION.
JJ OUTFALLTOSTREAM DUMP NO POLLUTANTS BOLT -DOWN SLOT DETAIPLANS
SEE NOTE 1 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 22. ALL NEWLY -INSTALLED AND NEWLY -REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV
w m 3" ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL
m
J TOP TOP 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT.
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 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
3/8" RECESSED LETTERING SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL 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
Q �QOQ UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A TESTED.
®Q �O �Q R26", SEE NOTE 2 CONFLICT EXISTS.
O �OOQOO oQ 24. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL
OODO�O�DO�O ooQ 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN
REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 264.00.
Z �OD�OO�D�D�OD�DD OD�O���
QOODOQDOOOQDO�OQ�O�OQQ O 1 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 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY
W 1 112" MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM
BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. SYSTEM PROVIDED DURING CONSTRUCTION.
YOOOOOODOODOO�OO 9 OPEN APPROVED CUTTING
PLANS. ANISTING ROADWAYS Y OPEN CUT SHALL BE ESORM TORED INNAGE WORK IS NOT ACCORDANCE WITHALLOWED UNLESS THE CITY TRENCH RE REFICALLY APPROVED BY STORATION STANDARDS. THE CITY AND NOTED ON THESE 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITHnENT, FLAGGERS, AND ANY OTHER HE PERFORMANCE OF WORK SHALLCTIONS NEEDED TO PROTECT THE BE PROVIDED. ANY WORK WITHIN IFE, HEALTH, THE AND SAFETY OF
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.
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
5„ DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. J
ISOMETRIC 27. PROJECTS LOCATED WITHIN THE CITY'$ AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER
ISOMETRIC 5" PROTECTION REGULATIONS (RMC 4-3-050).
11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE
20^ APPROVED BY THE CITY.
28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF
4 3/4" 1 1/2 5" STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A
12, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS.
T SECTION B SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
1 5/8" MAX. T 5" MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
3" 24" 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 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT.
T77777777777f 7 OR 8 EQUAL SPACES 220.20.
5" 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM.
R39", SEE NOTE 2 I DIRECTION OF FLOW 3" 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE.
SECTION A 1 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE
14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING LIDS PER THE CITY STANDARD PLAN PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO
204.10, 204.20, 204.30, 204.40, AND 204.50. STRUCTURES SHALL HAVE: CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE
1 5/8" MAX. . RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. 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
NOTES: ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. 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,
W103/4"
SECTION A SECTION B THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE
• 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 WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. ASTM C1781.
5/8" GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED.
PROVIDE TWO HOLES IN THE FRAME THAT ARE
VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM.
THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLENNOTES:
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS
. HOLE 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, ANDVARIES BY MANUFACTURER. COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN.
HANDLE THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
1 2. ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"-11 NC x 2" ALLEN
LIEU OF THE RIB DESIGN. HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED 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
SECTION C MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY DRIVEWAY TO THE BOTTOM OF THE DITCH.
3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR MANUFACTURER.
ADDITIONAL REQUIREMENTS.
4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD 2. REFER TO STANDARD SPECIFICATION 9.05.15(2) FOR ADDITIONAL
PLAN 204.00. REQUIREMENTS. co
3. FOR FRAME DETAILS, SEE STANDARD PLAN 204.00. Nt
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) UNLESS OTHERW15E NOTED, DRAWING 15 NOT TO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) O
STD. PLAN - 204.10 STD. PLAN - 204.20 STD. PLAN - 267.00 STD. PLAN - 267.10
} PUBLIC WORKS o PUBLIC WORKS PRO V`R]
PUBLIC WORKS SURFACE WATER STANDARD PLAN E6ol�by: c PUBLIC WORKS SURFACE WATER STANDARD PLAN Vbif kIRed by: O
DEPARTMENT RECTANGULAR SOLID METAL COVER GAZ 9/28/2018 :45 A DEPARTMENT RECTANGULAR VANED GRATE GAZ 9/28/2018 :45 A DEPARTMENT NOTES (1 OF 2) actin Pastucha8/13/zo2o 8:4 DEPARTMENT NOTES (2 OF 2) actin Pastuch/13/zozo 8 p
P"b1c .,k"Admma„ DATE c" mmw"rts Aam�n�snaro, DATE Mg'"&'1,Pd.pggg6d®D... DATE nn",r"P„r"rn: DATE
i8BSA3kF.D988AA8D... C '
PLANTING BEDS/UNDISTURBED UNDISTURBED TURF (LAWN) AREAS,
VEGETATION, SEE NOTE 1 SEE NOTE I
UNDISTURBED ���I�,�IA���AI GRASS: SEED OR SOD .n•'""
3/4" FLAT FACE GOTHIC
NATIVE VEGETATION / / / / / / / O" _
5/ „
/ ❑❑ - 9„DIA
/ < N/Nq /A iA/A/A/A/A/A/ ❑ ❑ ❑
\�\/\\��\\/\\\//\\/v//\// / \/ ❑STORM ❑ 4"
//\\\�/� PIPE ALLOWANCES ❑ao❑
FRAME AND VANED GRATE 8-13/16" DIA
UNDISTURBED NATIVE SOIL /\\//\/\\//i\\//\//\\ %\\//\\//� /\\�/\\/ UNDISTURBED NATIVE SOIL MAXIMUM ❑ ❑ 8-1/8" DIA
j\\/\�\� PIPE MATERIAL INSIDE 10-112" DIA
DIAMETER
(2) 3/8"-16 SS SOCKET HEAD CAP 15" DIA
REINFORCED OR PLAIN 5/8"
\\\\%\ \% j\\%/\\%�\ /\\%�\% A ?o• CONCRETE 12" (1) OPEN PICKHOLE t ON A 8" DIA BOLT CIRCLE
SHRS
ALL METAL PIPE 15" PLAN VIEW FRAME SECTION COVER SECTION
/ s•
6 CPSSP•,
STD. SPEC. 905.20 12"
OPTION 1 - NO DISTURBANCE
2", 4% 6', 12% OR 24" SOLID WALL PVC,
15"
STD. SPEC. 9.05.12(1) PAVED AREA(TYP.)
CAST IRON FRAME AND
PLANTING BEDS TURF (LAWN)AREAS COVER, SEE NOTE 3
ONE #3 BAR HOOP FOR 6" HEIGHT PROFILE WALL PVC, " 12" 12" EXTEND CLEANOUT RISER
INCREMENT (SPACED EQUALLY), STD. SPEC. 9-05.12(2) 152" ABOVE DESIGN PONDING
3"-4" ARBORISWOOD CHIP MULCH, i / i / i / i SEE NOTE 1 ELEVATION OR PERRPLAN
SEE STD. PLAN 262.60 / GRASS: SEED OR SOD FERNCO GASKETED
QUIK CAP OR SIMILAR
1I- 1� I I I 11� l 11� 111=1 I1� 11=1 CORRUGATED POLYETHYLENE STORM Q a a DESIGN PONDING
RECTANGULAR ADJUSTMENT SECTION
III-III�II�I��I �I�I�I�I�I�II�I� SEWER PIPE ELEVATION 4"STREAMBEDCOBBLES
U mw
I8" CLASS"B"\%\PER WSDOT 9-03.11(2)
� ASPHALT, SEE NOTE 4
3" OF COMPOST INCORPORATED �=1 111 H �1 1,75"OF COMPOST INCORPORATED INTO pF 22• NOTES:INTO 5" OF SITE SOIL TOTAL - =1=111=111-111 N F O
AMENDED DEPTH OF 9.5"(FORA-�==== - = == - == 6.25" OF SITE SOIL (TOTAL AMENDED DEPTH g0� COTE 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN �` 4" COMPACTED SAND OR �C
- 11= == = = III- -III-III III - OF 9.5", FOR A SETTLED DEPTH OF 8") 6 " 6 GRAVEL BACKFILL FOR DRAINS 6V-
SETTLED DEPTH OF 8") = = 111=J 1- = I L=J �' / \ IN THE PRECAST BASE SECTION, FIBERS (PLACED IN \., PER WSDOT 9-03.12(4) L0O� O�
I = ACCORDANCE WITH STANDARD SPECIFICATION
l / I 9-05.50(9)), OR WIRE MESH HAVING A MINIMUM AREA OF
0.12 SQUARE INCHES PER FOOT SHALL BE USED WITH CLEANOUT RISER, SEE NOTE 2 =�I I =
Ell 1 I 8" 1 I 11 lIN� n THE MINIMUM REQUIRED REBAR SHOWN IN THE I I77 I -I I I -III=
A / / I ALTERNATIVE PRECAST BASE SECTION. WIRE MESH -L I I� I III -I
SUBSOIL SCARIFIED 4" BELOW _ SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN "-IT- I -I I (-
SUBSOIL SCARIFIED 4" BELOW \/ \// //\/ //\ // //\ //\ COMPOST AMENDED LAYER v ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
COMPOST AMENDED LAYER / \/\ \/ \/ /\/ \/ I THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH CLEANOUT RISER,
\\ \ \\/\\/ /\ / \\/ \ \ (12" BELOW SOIL SURFACE) \ -I I -
(12" BELOW SOIL SURFACE) / / / / / / #3 BAR EACH CORNER HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER SOIL TIGHT 45° BEND SEE NOTE 2
/\ /\ /\ I I FOOT MAY BE USED. AR-1
III -I
,\//\//\ \//\// //\/ Z III- -I I I_12"2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
WYE < -L.- III -I
THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS SOIL TIGHT yC\\j. y II-IIIIII I -III- I -I I I=
OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" COUPLER ' \\�/�' / -I�� I I- I I MI I
OPTIONS 2, 3, AND 4 -AMEND IN PLACE OR STOCKPILE AND AMEND / \ - I MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE %j\�/j\�/j\\ I -III -III L WE
OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, UNDERDRAIN, FOOTING %/\//\//\-11F-9I I -I -III-I I
/ FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH ,/\\%\\/\\ I=III-III- I -I I I-
#3 BAR EACH SIDE Y STANDARD SPECIFICATION 9-04.3. DRAIN COLLECTOR, OR \////// // III-1 I--' 111-1 T
ROOF DRAIN COLLECTOR
PLANTING BEDS TURF (LAWN)AREAS _ 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO PIPE, SEE NOTE 1 O O���O! CLEANOUT RISER LOCATED WITHIN
- THE LOWEST PIPE INVERT SHALL BE 5 FEET.
EBIORETENTION PONDING AREA
#3 BAR ACH WAY
3"-4" ARBORIST �� �� �� i 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE I I I I I
WOOD CHIP / GRASS: SEED OR SOD FLANGE DOWN. r�
MULCH, SEE STD. D
_ - - __ -_ PRECAST BASE SECTION TO OVERFLOW
PLAN 262.60 1-1 1-11 � _ 1 -I1 m 11� � n 11-111- NOTES: 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
- T- =1 I1=11n I- I FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF STRUCTURE OR /
I-III-III=1 I-III=1=1=1=1 I-III=1-1 I H I H 11=_11 1. AREAS OF NO DISTURBANCE TO BE FENCED 1 H:24V OR STEEPER. STORM MAIN\\\\ �\\!
T= =III= = =III= = =III=III=III= 119 1 H =i AND EXISTING VEGETATION AND SOIL TO BE MECHANICAL PLUG OR
I� = -111-111-111-111=1 1=1 1=1 111=1 11=1 11=1 11=1 11=1 11=1 1=
III=J = = = = = - 1 1=11 I-I11-111 Ed-1 I I -I I = PROTECTED FROM CONSTRUCTION IMPACTS. #3 BAR HOOP 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE CONTINUED CONNECTION
6" IMPORTED 111-111-III-1 I IM � 1 =111-111- 11-111-111-111-I11111 I = 6" IMPORTED PRECAST BASE SECTION.
TOPSOIL MIX 1=III=III-111�1-11=11 II II 11=111� TOPSOIL MIX / \ TYPICAL CLEANOUT CONFIGURATION
(COMPACTED - - (COMPACTED GENERAL NOTES: / I \ 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE NOTES:
DEPTH) -J11- 111- DEPTH)INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR
=) = g•
I� 1. TO MEASURE SETTLED DEPTH, WATER SOIL #3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH
III= I( J I=1 1= I
SUFFICIENTLY TO FULLY SATURATE WITHOUT CORNER 18" MIN. STANDARD SPECIFICATION 9-20.3(2).
1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10.
/
CAUSING EROSION \ / I 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE.
2. COMPOST TO MEET STD. PLAN 262.60. I 8 MORTARALL DIN ACCORDANCE WITH STANDARD E RINGS AND CASTINGS SHALL BE SET IN R - 4 31 0 0 8
\ SUBSOIL IS SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE 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
SUBSOIL IS \ /\ \/\\ /\\/ \/\/ \\/ \\/ SCARIFIED 6" 3. COMPACTION OF TOPSOIL (WHERE REQUIRED) AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND "DRAIN".
/ / / / / / BELOW IMPORTED
SCARIFIED 6" \ \ \\/\\ \\ /\` \\ TOPSOIL MIX TO BE TO 85% OF STANDARD PROCTOR. FRAMES. 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR
BELOW IMPORTED /�\ //v/� // / AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. I N COMPLIANCE WITH CITY O F RENTON STANDARDS
TOPSOIL MIX \ \ ��\.\ 12 \i�\ , \�, \! //\ 4. SEE CONSTRUCTION PLANS FOR SPECIFIC 9 MORTAR
HALLBMIXEDDIRECTIONS.AAPPLIED PER
MANUFACTURER'S
PROJECT REQUIREMENTS.GENERAL NOTES:
10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY OPTION 5 - IMPORTED TOPSOIL 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DEVELOPMENT ENGINEERING
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT 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
STD. PLAN - 264.00 •.. LENGTH. OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. /// ///111
C• PUBLIC WORKS APPR D. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND 2. ALL FITTINGS SHALL BE SOIL TIGHT. HHU�Inh 09/27/2024
'1` DEPARTMENT SOIL AMENDMENT SECTIONS GAZ 9/28/2018 I SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION POINDING WHERE POSSIBLE.
DATe ALTERNATIVE PRECAST BASE SECTION 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. O
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 200.00 STD. PLAN - 226.00 J
c�• PUBLIC WORKS APPR ED PUBLIC WORKS 06O8aledby:
L. PI Ep �I` DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/z8/Zo18 - , DEPARTMENT STORM SYSTEM CLEANOUT artin Pastucha 8/13/zoo w
\O of WAS LJ
C DATE:
D.R. STRONG KENNYDALE LOTS / /
2 TERRANE HORZONICAL NAD ID 1981991 2 13 2024 Q
2 CITY COMMENTS (DATED 09.06.24) BD 09.17.24 YLP AS NOTED C T Y 0 E FIELDBOOK:
�,. CONSULTING ENGINEERS DESIGNED: BD �R
Call 2 Working Days Before You Dig D R ' RENTON STORM DETAILS
811 � �' � ENGINEERS PLANNERS SURVEYORS DRAWN: PAGE: 7
ECM ONE INCH • DRAWING NO: L
CHECKED: ��M
Utilities Underground Location Center F RFCISTERE� G\� ? A 620 - 7th AVENUE KIRKLAND, WA 98033 AT FULL SCALE Planning/Building/Public Works Dept. 1116 N 34T H ST C 8 w
(ID,IVIT,NDORWA) SS�ONAL Al 0425827.3063 F425.827.2423 YLP IF NOT ONE INCH
r r i�� N0. REVISION BY DATE APPR APPROVED: YLP
SCALE ACCORDINGLY RENTON, WASHINGTON 98056 SHEET: $ OF:9 Y
J DRS PROJECT NO. 24010
• 0 !�
NNO
�. ■ � ' ' , it
♦ A
F � _ • e -- _ ______ _ _
u i1 ■ G is M 0■ /'� 1 1 ■ �1 J ■ 11 ,• ■ ! ! ■ ON e
s ai
I t
1
MOVE TREE ONSITE TO
AVOID•
WATER SERVICE
PRUNE DAMAGED TWIGS AFTER PLANTING
PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED
NOTE:
KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES.
HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH
GRADE.
PROTECT TRUNK AND LIMBS FROM INJURY.
BACKFILL TO BE SETTLED USING WATER ONLY - NO
MECHANICAL COMPACTION.
REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS
OF MATERIAL.
(2) LODGEPOLE STAKES, PLUMB WITH ELASTIC CHAIN -LOCK
TYPE OR RUBBER GUYS TIED IN FIGURE EIGHT; REMOVE
AFTER ONE GROWING SEASON
PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND
INSTALLATION REMOVE AT COMPLETION OF PLANTING
LAWN PLANTING; PROVIDE 3' 0 "NO GRASS" TREE RING AND
2" DEEP MULCH LAYER IN WELL. HOLD BACK FROM
TRUNK 8" TO 10"
FINISH GRADE
PREPARE PLANTING BED PER SPECS; AT MIN., LOSS
AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND
TIMES BALL DIAMETER
REMOVE ALL WRAP, TIES, AND CONTAINERS '
SCORE ROOTBALL AND WORK NURSERY SOIL
AWAY FROM PERIMETER ROOTS
SET BALL ON UNDISTURBED BASE OR COMPACTED
MOUND UNDER BALL
PENETRATION TO SUBBASE (+) 24"
DECIDUOUS TREE PLANTING/STAKING DETAIL
NOT TO SCALE
PLANT SCHEDULE - RIGHT OF WAY
BOTANICAL NAME
Ulmus japonica x wilsoniana
'Accolade'
*DBH Diameter at breast height
Turfgrass Lawn, sod
COMMON NAME SIZE
Elm
2" DBH*
min. 8' ht.
36" diameter 3" depth medium bark mulch ring around tree located in
lawn.
4" imported topsoil in lawn area
QUANTITY
1
FINISH GRADE AT 2" MULCH LAYER
4:1 SLOPE MAXIMUM
2% SLOPE MINIMUM
TOPSOIL AS SPECIFIED
CURB PER CIVIL
DRAWINGS (WALK FINISH GRADE AT
SIMILAR) 3:1 SLOPE MAXIMUM
10:1 SLOPE MINIMUM
PREPARED SUBGRADE
1" MAX. 1" MAX.
CLEAR
SIDEWALK
LAWN CONDITION MULCH CONDRION (CURB SIMILAR)
PLANTER SECTION DETAIL
NOT TO SCALE
LOT 32 LANDSCAPING SHOWN FOR
REFERENCE ONLY. SEE
ADDITIONAL LANDSCAPE SHEET
❑ TEL SEP
NTA
NORTH
0 10 20 40
1 " = 10'-0" SHEET SIZE 24" x 36"
r
m
C/-
zo
z
CD
U
N
w
�CD
'L'
W
a
0
0
z
STATE OF
WASHINGTO
E
S E E
LAN
C
C TECT
JEFF M. VA LEY
CERTIFICATE No. 774
. 0
� O
O E
Q Q. V
M N
UJ
_
W E LM
o
�
3
J L�
o.
Q >'
J M
z
O
Z
O
I-__
Z
Z
U
W
Q
J
�
�
J
U)
W
�
�
W
�
W
W
vJ
J
—
�
0
�^
vJ
7
L.I.JW
J
�
vJ
Z
Q
0
�1.—
vJLL
O
W
0
Z
2
Z
Q
(�
r
r
r
JOB NUMBER:
DRAWING NAME:
DESIGNER:
JMV
DRAFTING BY:
JMV
DATE:
9.17.24
SCALE:
AS SHOWN
JURISDICTION:
RENTON
L—
1
SHEET 1 of 1