HomeMy WebLinkAboutzR-4234set/,.
N
p
W
"" 40 �,
HORIZONTAL SCALE Iv
STA 2+58.51, 33.0' RT
END 5' WIDE SIDEWALK P
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 7 NE 1/4, SEC 09, T 23 N, R 05 E. W. M.
STA 20+37.15, 6.1' RT
END ROAD WAY
TRANSITION/TAPER.
I (n i � •- 1
PROJECT STATIONING. • l FENCE 5' - V
S 20+ OP,L
STA TION 2+00 /S PERPENDICULAR ' a
rr TO THE NORTH PROPERTY LINE. TREE CANOPY �\ \ oA o� o
LLI +� N87'59'50"W 111.12' _%-STA 20+00.00, 13.0'LT
- - - - =4 END CURB GUTTER &
STA 2+00.00, 13.O' RT FO ND 'REBAR I D O ��� 20 00- I '
AP AT GRAD �•1 <'
_SIDEWALK. BEGIN ROADWAY
z END EXTRUDED M 09 o2-z X � \ FOUND 1/2- RP
R TRANSITION/TAPER. - -
O CONCRETE CURB � 1 12 / � I
o F r I I S•�i COMPLETE GRIND AND OVERLAY,
ABANDON EXISTING P N L OT B I, \ ALONG PROJECT FRONTAGE, TYP
SIDE SEWER 1o
C) 6 0' 5753 SF _ �, I (PER CITY OF RENTON
STANDARDS)
1 8.0' PLANTER
on
z I 1 1 --------- ,'-1.5' CURB & GUTTER
�V 1 j I I j
O I I + P]
13.0' DRIVE LANE
� II II y
\ 267E I I I v
I,, PA VEMENT PATCH (VARIES)
I I I i
❑5
- ,- I cn ------- 5. 0' SIDEWALK
> STA 1+39.60, 13.0 RT
U BEGIN EXTRUDED _ _x TRACT A 4 a r I ! JJ
i CONCRETE CURB I 3291 SF
QJ $T,nA ,T-L-7.7 6;RT[7]Ub-.. 1I101I 1I 01 212' WDE DRI VEWA Y17 I lii :l•.'��j
i��
ss- Jo r
SS
0
I
+ I I I I I I I I i 1'• i
STA 1+15.60, 13.O' RT
O END EXTRUDED SSMH I I I
= CONCRETE CURBT 8- GONG NCES
STA 1+5.60, 9QL � 2
ln' E)rTRIDFQ L OT A ✓i i � I i 10i
19
CONCRETE CURB I F I 5515 SF 3
I I I I a
TRANSITION I I N 6" 2 4 I-IpUpII ■ I j
_ X L J to
_ -
/ SL
STA 0+76.35! 10.9' RT -I
J FENCE CROSSES PIL r' •. � l IVI -
10' EXTRUDED CONCRETE �� 0 I
CURB RETURN ° �* O _ /
5' L LF SSMH 0 TOP 432.03
-0 ° E a. P N87°59'46"W 114.151 BOTTOM STRUC E STA 18+68.89 13.0' LT
° I 9 R I CEDAR HEDGE
ELEV 42766
U 0. 02 21 r NO CHANNEL BEGIN CURB, GUTTER
°" "BASIN SIDEWALK NSITION
433 33 W & SIDEWALK. END ROADWAY
"CONCIE432.3 IN-W) \ '
' GMP IE 43, za t T_S, P.L. 0 STA 0+68.11 v I TRANSITION/TAPER.
��6, o
6"CONCIE43236(DU,.E) STA 0+67.90, 29.5' RT 6 L. ® STA 18+68.89 0I
EGIN ALK ❑ 12
9 1
EXISTING CURB LINE STA 0+56.60, 27.4 RT
(APPROXIMA TED FROM �, o EGIN EXTRUDED
AERIAL PHOTO, NOT 0i ONCRETE CURB
SURVEYED), TYP -- STA 18+29.38, 8. 1' RT
BEGIN ROADWA Y
N I
TRANSITION/TAPER.
o I °
n SITE PLAN
o
7°59'46"W 114 -* Eo E
2 DEDICATION PLAN
SCALE- 1 "=30'
PROJECT TEAM;
OWNER:
HOl-FLING SHUM
17723 110TH PL. SE
RENTON, WA 98055
PH.-
EMAIL: SHARON. ZHANG29@YAHOO. COY
PROJECT COORDINA TOR. -
DWI DESIGN
DA WD WI
14632 14 TH AVE SE
MILL CREEK, WA 98012
PH.- (425)512-1780
EMAIL: DWUDESIGNOGUAIL. COM
PROJECT ENGINEER.•
PA TRICK HARRON & ASSOCIA TES, LLC
SCHWIN CHAOSILAPAKUL, PE
14900 INTERURBAN AVENUES, STE 1279
SEA TTLE, WA 98168
PH.- (206)674-4659
EMAIL: SCHWWOPA TRICKHARRON. COY
PROJECT SURVEYOR.•
DA WD EVANS AND ASSOC. INC.
VANCE V. BLUE
20300 WOODINVILLE SNOHOMISH RD NE
WOODINVILLE, WA 98072
PH.- (425)415-2023
EMAIL: VANCE. BL UEODEAINC. COM
PROJECT GE07ECHNICAL:
GARY A. FLOWERS, PLLC
GEOLOGICAL & GE07ECHNICAL CONSULTING
5205 23RD A VE W
EVERETT, WA 98203
PH.- (206)819-4304
EMAIL: GFLOWERS01000UCAST.NET
PROJECT ARBORIST.•
ARBOR INFO LLC
TOM HANSON
2406 N CASTLE WAY
BRIER, WA 98036
PH.- (206)300-9711
EMAIL: TOM. HANSONOARBORINFO. COY
PROJECT LANDSCAPE ARCHITECT•
GLENN TAKAGI
18550 FIRLANDS WAY N
SHORELINE, WA 98133
PH.- (206)542-6100
EMAIL: GLENCO10290EAR THLINK. NET
PROJECT INFORMATION;
DEVELOPMENT DA TA:
PROJECT NAME
SHUM PRELIMINARY SHORT PLA T
PROPERTY ADDRESS
1157 QUEEN AVE NE
RENTON, WA 98056
PARCEL NUMBER
1065700100
ZONED
R-8
PROPERTY AREA
17,174 SF (0.39 AC)
RIGHT-OF-WAY DEDICA TION
2,615 SF (0.06 AC)
PROPERTY AREA (POST DEDICATION)
14,560 SF (0.33 AC)
BUILDING SETBACKS. -
FRONT YARD
20 FT
SIDE YARD
5 FT
REAR YARD
20 FT
MINIMUM LOT SIZE
5, 000 SF
LOT COVERAGE (BLDG)
507. (MAX)
DENSITY CAL CULA TION.-
14,559SF LOT / 43,560 = 0.334 * 8 (LOTS ALLOWED PER ACRE) = 2.67
= 2 LOT SHORT PLAT PROPOSED.
!9f1/11111461
WA TER.- CITY OF RENTON
SEWER: CITY OF RENTON
FIRE.- RENTON REGIONAL FIRE AUTHORITY
LEGAL DESCRIPTION;
PARCEL A OF KING COUNTY BOUNDARY LINE ADJUSTMENT, RECORDED UNDER RECORDING
NO. 9802099012, RECORDS OF KING COUNTY, WASHINGTON.
DATUM;
SCALE- 1 "=20'
VERTICAL DATUM.- NA VD88
®
SITE CALLOUTS;
SITE NOTES;
SITE BENCHMARKS--
1.
PROPERTY BOUNDARY, TYP.
1. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL COMPLY WITH THE TRENCH
TBMI: TOP OF REBAR AND CAP, SET IN ASPH DRIVE, 46' (f) SW OF SW CORNER OF
2.
FUTURE BUILDING FOOTPRINT AND DRI VEWA Y, TYP (FOR REFERENCE ONL Y).
RESTORA TION AND STREET 0VERLA Y REQUIREMENTS.
SUBJECT PROPERTY ON SITE AS SHOWN. ELEVA TION = 434.36'.
J.
EXISTING TREES TO BE PROTECTED -IN -PLACE UNLESS OTHERWISE NOTED, T1P (SEE
2 A SEPARATE FRANCHISE PERMIT IS REQUIRED FOR POWER AND TELECOM PROVIDERS
SHEET CSP2.0 AND L3 FOR LIMITS OF DISTURBANCE AND TREE PROTECTION).
TO RELOCATE FACILITIES. FRANCHISE PERMIT MAY BE OBTAINED POST CIVIL
T9M2.- TOP OF REBAR AND CAP, SET IN MIDDLE OF SUBJECT PROPERTY AS SHOWN.
4.
INSTALL CEMENT CONCRETE TRAFFIC CURB & GUTTER, PER CITY OF RENTON STD.
PERMIT ISSUANCE.
ELEVA770 = 430.64'.
PLAN NO. 101, 101.1 AND 103, TYP (SEE DETAILS 1, 2 AND 4, SHEET C1.1).
5.
INSTALL EXTRUDED CONCRETE CURB, PER CITY OF RENTON STD. PLAN NO. 101, TYP
® STORM CA L L O UTS;
EARTHWORK Q DA NT/T/ ES;
(SEE DETAIL 1, SHEET C1.1).
6.
INSTALL 5' CONCRETE SIDEWALK, PER CITY OF RENTON STD. PLAN NO. 102 (SEE
1. PROPOSED STORM DRAINAGE SYSTEM, TYP (SEE SHEET C3.0 FOR DRAINAGE PLAN).
CUT 260 CY
DETAIL 3, SHEET C1.1).
5. 0' (MIN) FROM LOT PROPERTY LINE.
FILL 730 CY
7.
INSTALL 12. 0' WIDE CONCRETE DRIVEWAY, PER CITY OF RENTON STD. PLAN NO.
TOTAL VOLUME- 990 CY
104.3 (SEE DETAIL 5, SHEET C1.1).
®_UTI L I TY CA L L OUTS;
NET VOLUME (FILL): 470 CY
8.
INSTALL ASPHALT ROADWAY, PER CITY OF RENTON STD. PLAN NO. 110 AND 110.1,THESE
TYP (SEE DETAIL 6 AND 7, SHEET C1.1).
1. PROPOSED DOMESTIC WA TER SYSTEM, TYP (SEE SHEET C4. 0 FOR WA TER PLAN).
QUANTITIES ARE FOR THE ESTABLISHMENT OF A CLEARING AND GRADING PERMIT
9.
INSTALL 25 LF CHANNELIZATION MARKING PER WSDOT STD. PLAN NO. M-20.10-04.
2. PROPOSED SANITARY SEWER SYSTEM, TYP (SEE SHEET C4.0 FOR SEWER PLAN).
ONLY AND SHALL NOT BE CONSIDERED TO INDICA TE A BALANCED SITE OR ACTUAL CUT
AND FILL QUANTITIES REQUIRED BY THE CONTRACTOR. THE ABOVE GRADING VOLUMES
10.
INSTALL STREET TREE, TYP (SEE PLANTING DETAIL, SHEET L2).
J. EXISTING FIRE HYDRANT - FUTURE STRUCTURES WILL BE WITHIN 300' (MAX.
ARE FROM NEAT -LINE EXISTING GRADE TO FINISHED GRADE CALCULATIONS AND MAKE
11.
INSTALL 5' WIDE ASPHALT SIDEWALK TRANSITION TO EXISTING GRADE, TYP.
DISTANCE APPROX. 280' TO FUTURE LOT B STRUCTURE).
NO ALLOWANCE FOR STRIPPING$, GRAVEL, PAVEMENT SECTION MATERIALS, UTILITY
12.
INSTALL NEW UNDERGROUND POWER ALONG PROPERTY FRONTAGE (IN PLANTER
4. PROPOSED FIRE HYDRANT ASSEMBLY (SEE SHEET C4.0). COORDINATE WITH
EXCAVATIONS, AND VOLUMES LOST AND GAINED THROUGH EXPANSION AND COMPACTION
AREA), AS SHOWN. REMOVE AND RELOCATE EXISTING POLE AT NORTH END OF
PROJECT ARBORIST FOR TREE PROTECTION ON HYDRANT INSTALLATION.
OF CUT AND FILL MATERIALS.
PROJECT AREA, TO MAINTAIN EXISTING OVERHEAD POWER. UNDERGROUND NEW
SERVICE SOUTH OF THE PROJECT AREA (TO NEXT POLE SOUTH). PROVIDE GUY
DEDICATIONS III EASEMENTS;
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THEIR OWN QUANTITIES FOR
WIRES FOR POLE SUPPORT. ALL ELECTRICAL WORK, BY OTHERSS, SEE SITE NOTE 2.
#
BIDDING PURPOSES AND SHALL NOT HOLD THE ENGINEER OR OWNER RESPONSIBLE FOR
13.
PROPOSED ON -SITE TREE, TYP (SEE LANDSCAPE PLANS).
1. 23.0' - PIERCE AVE NE RIGHT-OF-WAY.
ANY ERRORS IN THEIR BID QUANTITIES RESULTING FROM THE ABOVE APPROXIMATE
2. 3.0' - PIERCE AVE NE RIGHT-OF-WAY.
EARTHWORK QUANTITIES.
G DS//
J. PRI VA TE ACCESS AND UTILITY EASEMENT LOT A IN BENEFIT OF LOT B.
�A
pF WASy'�•,Cj.•:9
02 • �r
•
SURVEYED:
SCALE:
1 "=20'
VERTICAL: NAVD 1988
HORIZONTAL:NAD1983/183/1991
CITY OF
DESIGNED:U
Sc
3 •
�
RENTON
DRAWN:
lIx, ..Is
CC
••.•
ONE
INCH
DATUM
N E
CHECKED:
SIC
AT FULL SCALE
Planning/Building/Public Works Dept.
05/23/23
NO.
REVISION
BY
DATE
APPR
IF NOT ONE INCH
SCALE ACCORDINGLY
APPROVED:
Sc
;
. � Maestro
m
N
NE lAln S
NE 1Nh S
Q
I O
NE 131h PI
e InAuto Parts
-
lor<
o .
g
_
m m
E,mS Q NE-h
51 0 NE 121h St
Q NE 12th Se
Q;
o
3
Valgree�ne R
Q
-
11
Re
Queen Ave NE a
on, WA 98056
NE 1111, PI
®
PROJECT
SITE
NE ltthm
QThe Highlander
-
3
Evangelical Chinese
NE tom Pl
m NE 10mN St And raw
Church of SKC
Presbyterian Church
0
Bethlehem Luiheran Church
Q
Q
NE 1-
Renton Seventh -day
Adventist Church
3
VICINITY
MAP
SCALE- NTS
SOURCE- GOOi
r La Chiquit
Goodyear Auto Sery
VNmar Euro Food®
Newcastle Montessori g Q
Childress House m
NF 121hS El0 0 v
NE 121h S
Rainier Crest AparP
PI
�3 cRc
mNE 11NG1 m-Highla
m
NE lxr�
0
s
Renton Bible Church Q NE 1pm Sr
A -
SHEET LIST
SHEET #
NAME
DESCRIPTION
1
C1.0
COVER SHEET & SITE PLAN
2
C1.1
SITE DETAILS
3
C2.0
DEMOLITION & TESC PLAN
4
C2.1
TESC DETAILS
5
C3.0
GRADING &STORM DRAINAGE PLAN
6
C3.1
GRADING & STORM DRAINAGE DETAILS
7
C3.2
STORM DRAINGE PROFILE
8
C4.0
UTILITY PLAN
9
C4.1
UTILITY DETAILS
10
L 1
PLANTING PLAN
11
L2
NOTES & DETAILS
12
L3
TREE RETENTION & REPLACEMENT PLAN
AREA INVENTORY;
Proposed Surface Area (Including Frontage)
Description
Area (sf)
Area (ac)
Project Area
24,239
a556
Driveway nsite)
1,095
0.025
Rooftop (50% Coverage)
5,635
0.129
Patio (Max. Coverage)
595
0.014
51dewalk(Frontage)
2,003
0.046
Roadway (Frontage)
3,736
0.086
Curb & Gutter (Frontage)
292
0.007
Driveway Entrance (Frontage)
321
0.007
New + Replaced Hard Surface (Property)
7,325
a 168
New + Replaced Hard Surface (Frontage)
6,352
0.146
PROPERTY AREA INVENTORY;
DESCRIPTION
(SF)
TOTAL PROPERTY (POST DEDICATION)
14560
TRACT A (STORMWA TER)
3291
LOT A
5516
LOT B
5753
REFERENCES;
1. BOUNDARY AND TOPOGRAPHIC SURVEY BY DA WD EVANS
2. PRELIMINARY ARCHITECTURAL PLANS BY DWI DESIGN.
J. ARBORIST REPORT BY ARBOR INFO LLC.
4. GE07ECHNICAL REPORT BY GARY A. FLOWERS.
5. LANDSCAPE PLANS BY GLENN TAKAGI.
R-423401
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CURRENT PLANNING SURFACE WATER UTILITY
AWeihs 08/08/2023 I JFarah 08/11 /2023
REGIONAL FIRE AUTHORITY r� ^Tod DEVELOPMENT ENGINEERING °
APPROVEDD:', `�
IL
cthomas 08/04/2023 oy�<FrNEN�� NJanders 08/04/2023
DATE:
SHUM SHORT PLAT 05/23/23
CIVIL CONSTRUCTION PERMIT FIELDBOOK:___
PAGE:
COVER SHEET & SITE PLAN DRAWING NO: .0
1157 QUEEN AVE NE, RENTON, WA. 98056 SHEET: 1 OF: 12
N
d)
O
O
N
�,
u
LO
O
O
N
co
N
1
0
W
I-
F ACL 0, CURD
6' CEMENT CONCRETE
_ _
112'R. 1-R S'DEWALK RAMP
-
- 6 1 rI-
51l2' 1-
VARIES OR LANDING
FROM
t' R 124
6'
TOP OF 1
1 r1' R
ROADWAY 34' PREMOLDED
t
JOINT FILLER
-
CEMENT CONCRETE
I
m
PEDESTRIAN CURB
r
AT SIDEWALK RAMPS AND LANDINGS
T
FACE OF ADJACENT CURB
CEMENT CONCRETE
6 Mr -
TRAFFIC CURB AND GUTTER
SEE DEPRESSED CURB DETAIL THIS SHEET
FACE OF ADJACENT
CURB 1.20
TOP OF
6 17
- -- FLUSH WITH GUTTER , 1• 112'H. ROADWAY
PAN AT SIDEWALK 2• 1
RAA1P ENTRANCE
1.12
124
�/ 1
TOP OF
112-R.
ROADWAY 1
DEPRESSED CURB SECTION
1°
AT RESIDENTIAL DRIVEWAYS ONLY,
f
FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104 2
- 6- -
DEPRESSED
CURB SECTION
FACE OF CURB
AT SIDEWALK RAMPS
-
-617-
112
_5 _I
17R, 1•R
FACE OF ADJACENT CURB F TOP OF
ROADWAY
• P R '1• •
GUTTER SURFACE T J
PREMULOED
JOINT FILLER
t
E FULL -DEPTH
1 R
_ 6 ,14'
EXPANSION JOINT
1R. CEMENT CONCRETE
TRAFFIC CURB
DEPRESSED CURB DETAIL
AT RESIDENTIAL
OR COMMERCIAL DRIVEWAYS, AND ALLEYS
GENERAL NOTES
1. See stanOarO plans 102 and 101.1 for a b expansion and contraction )ant Waang
2. Expanuon joint shall be full depth. 3/B' Un.) premoldcd Joint filter
3. For Depressed A1ono:i(hc D-way Curb S curter Section, see Stardard Plan 104 2
•
PUBLIC WORKS
-
STD. PLAN 101n
CEMENT
CONCRETE CURBS
DEPARTMENT
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 NE 1/4, SEC 09, T 23 N, R 05 E. W. M.
I I
3/8' PRFJ.IOLOED JO,NT FI
BEE Na[E2 /BRA X S/B"D DUMMY JOINT SEE NOTE
LCEMECONCRIETE
L
CUREI
As
[SOME
41
EOGLULTAIL 10 t �Cy�•.; -
LEVELOEWAt1(10.46VEASE 1'-S 1'-T 3S-(.NIP0.ENOLDED JOINT FM1IER
EDGE ivPTCAL 1YNERE APFUCAULL
C`r=-
Vr OMaINCLUD01WSED
ROU 'NO FORCURB DETASS
_I%% BEE STDPIJW1Di
,Fn _ ;- SING ROAGwAT
�. •� sr).• •• �SNEONOCK SASI
SEE RAISED I---------
«cRvanED"FA0W
1'•E' ISOMAIX DETAIL -Tm3 SIZE `TYPICAL IINOER TD I2011 EiCSTq
ALLCUT s1oE1YALK 10 9:x MOOFIEp PRO, IOa
MN ILPPACT
$ ] WITH RAISED EDGE ENGIlISSRIOW EWWWANT BY
ENGINEER) TYPIGL UIIDERALL EURe.
VT eM 0. RYP.1 CUTTER A SIDEIYALIL CSTt UNDER
(/ CURS A GUTTER To BEE' 1N109"S OR
1 L I.S% F6EGE 6TD Fui1101e MATCH EXISTING ROADWAYCRUSFEO ROCK
%N GO, B+LI C W HICHEVER LS GREATER ITYP FOR
HNSTFF •. ALl CURIF A GUTTFRI
IF
`1, 1 FINISHED GRADE 1 %a BELW!
1J TOP OF CONCRETE SURFACE
r-r WOEWALK
ADJACENT TO CURB MIN
T•E' 1'•E'
RO DING VrON)W(TY►I
i ` FOR CURS DETAAS
�2071 1JI% _ / SEESrO PLAN t01
BRIDGE OAPmESTIING.• .•• - A"
"I LNG 4Y"
FOR WRB OEtAIIsE('1T TO CURB
(STEEP FILL SLOPES)
DRIER -SEE SIDEWALK SrLSTD PLAN 101
CMONTRACT PUNS ALL OR WRIER
J I 1?ON) R iTYPI --
Fl t/5N J J SKNEWALX
1 5% a
••• Ts faT R
VERT CAL WALL-
SEE OETAA.
1D' PM PREM LX:G
JOINT "ELLLLEA
ADJACENT TO CURB AND RAILING OR WALL PRkT�A10glDEO
JOINT F4ER
FOR SIDE DUFFER STAID
TRLATMEN-r SDEWµK SIDEWALK ADJACENT TO WALL DETAIL
(SEE NOTE 101
SID V
ANK
5tc11G s 1?IBN)R
, I FOR CURa CETAAS
1 S% 1 a%AaN SEE STD PUN 101
\':��
^Mp ORMMATCHFEXISIING
. D•t•WlocSMOOTH
S
TROWELEDPERAIETER
FINISHEDGAAGLI'INIBELOWTCp
OFCONCA\7E1t,
SURFACE FOR PLANTING - FLUSII IF PAQ•
1d' S'-� •^` -. CCMGNT CONCRETE CURB
\ - (CURB ANDOURLR 9HOMIN)
ADJACENT TO BUFFER STRIP l �,-� FEESID
10,
SEE 9TD PLAN IDI
PLAN
�
"ayr
NOTES
-
1. F.wloaf of NO sidewalwall,wa'1e1 - �
be the minimum pedostlien COHTAACTNJNJdvr •
be the
/ /�'-- IN 9pEWnL(ONLr►•�'�'e
acceslJbio roue ;-,:. hae or vOnlcal e • � .'
,
end horUontal obstruanns. GraWgf, �� \-\ • : E
Access CDYors, JUnctbn Bllxef, // N FULL -DEPTH EXPANSION JOINT NOOTH • ' '
Cable Vauib. Pull Boxm and other �, �-� \' CURB AND SIDEWALK (%IF sm F1AN to IF
appu4snances within The sidewalk _ ass- C CONTRACTION JOINT
must be Hush with Surface, and rnimI& `
'44-
gmde of the sid-11, JOINT AND FINISH
DETAIL --
2. Monolithic Cement Cottle Curb and •e • •,,
a x4'k'o
sidewalk Is notpermmed In new For alter referenced NOTES see q ,
consin.Imlon. Wren replacemsnt work STO PLAN 104.2. '
� •
necessUatet a Monollmic Cemllm
Concrete Curb bDIId per WSDOT mill. DE
:DINT FILLER
S'andard Plan F-30.10-Q3. Paved surfaces must COmply With
STD PLAN 102.1 as applicable. E FULL -DEPTH
3. Concrete to be 4.000 PSL EXPANSION JOINT
-
STD. PLAN 102I;-i,
• PUBLIC WORKS
CEMENT CONCRETE
DEPARTMENT
SIDEWALK
I Coll 17
n W INtkl_.---
_EXISTING ASPH!
PAVEMENT
SAWCUT
(SEE NOTE 2)
ARTERIAL STREET MINIMUM
7" HMA (or ACP Class 8)
(SEE NOTE 1), OVER
6" CRUSHED ROCK
RESIDENTIAL STREET MINIMUM I
4" HMA (or ACID Class B)
(SEE NOTE 1). OVER
'6 CRUSHED ROCK
NOTES:
1. MUST MATCH EXISTING THICKNESS IF GREATER
2. SAWCUT SHALL BE POSITIONED 1' 0" BEYOND EDGE OF
DAMAGED PAVEMENT.
3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT
PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN
FOR CEMENT CONCRETE CURBS,
STD. PLAN - 103
a PUBLIC WORKS CURB AND GUTTER � PPROPL D:
DEPARTMENT REPLACEMENT DETAIL. Z
4:` o ATE
1
701
2
701, 1
3
102
4
703
- O
SCALE. NTS
- O
SCALE: NTS
,
SCALE. NTS
SCALE. NTS
w�wFinauoa�a%.utwwl_ ._ �
Fa[[NDrte.
11
Rle[wtEu
i
DRAlwAr ICgRMD
MR I'D 1r 111*a
IaF nMJIN la»
cD
Icac
a
E
�6 !
1 C
�
M[ratas
L
4
5
{rt
cT1oN JDNI
FFF MJIf l C(AeMi epN{FET[
our NnT«1J»ti a e1Km♦wTnA
uoF[ irnr 1 Gee NDrt K
X.-peNTRACi4F LAN
IE[!*DhM'" roll PLAN VIEW
❑:IFaeNCC MfLOR IJAx �` `
nog;:+IX
w�A11
LO�
v.aaf
- ISaE r:dk"io " a s� IJU a[ rot` a IT1R
L
nMM1 E'r��iE a•r IN-$s�Ei,:•a Fc,rnn
sapaYA imstnlR°i�t'n Itr•.
SECTION
/ � aWr�tnea ELt2rEHlOPe fIFJMNLwcrJIRAr[m ` k. ,r= I• 1._. -.
Itivib. OD
1I FaaIRwW T 1
�1
TYPE RIB - ISOMETRIC VIEW
(RESIDENTIAL WITH BUFFER)
CENENT CONOKM
calm a oulr[R
Pell NOR, V
For NOTES STD PLAN 104.2
STD. PLAN - 104.3
PUBLIC WORKS' CEMENT CONCRETE DRIVEWAY
DEPARTMENT ENTRANCE - TYPE RIB nP,e„,,�,M,yN1�
5 1 04. 3
C1.0 SCALE. NTS
Gre" Lrnmerman, Public WONk% Administrator
...{I ,'
I MINI
,• VAR S
MIN MIN I MIN
SPSPECIAL_NOTECIE
IN THE EVENT TRANSVERSE PATCHES EXIST
��E•��gII
WITHIN THE AFFECTED STREET, THE LENGTH
III
111
OF THE PATCH SHALL BE EXTENDED TO
INCLUDE ANY EXISTING PATCH WITHIN 10
FEET OF THE EDGE Of THE PATCH REQUIRED
FOR THE NEW CROSSING AND ANY
I
I
SUBSEQUENT PATCH EDGE WITHIN 10 FEET
f
OF THE EDGE OF THE SECOND PATCH AND
I
I
50 ON LIP TO A TOTAL OF 300 FEET.
TRAFFIC FLOW
11 I
2" HMA
I)
2" TO e" HMA
I lII
6 5' MIN.
2" DEPTH OF
PLANING OR SAWCUT AND REMOVE
VARIES. 6.5' MIN
MIN I MIN VARIES MIN I MIN
2" SAWCUT AND REMOVE
OR PLANE. SEAL WITH
AR-4DOOW
(EACH SIDE)
2" HMA
SAWCUT AFTER BACKFILL
(EACH SIDE)
WIDTH OF TRENCH AS REWIRED BY SIZE PROPOSED
IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09 4)
PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF
NEEDED. SHALL MEET THE REQUIREMENTS OF WSDOT
STANDARD SPECIFICATION 7-08.3(1)8
TRENCH WIDTH
FACE OF GUTTER OR
EDGE OF PAVEMENT
CENTER LINE OR
LANE LINE
DEPTH OF EXISTING PAVEMENT
` 2- - 6" MIN, HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE (CSTC)
(9-03.9(3)) PER WSOOT STANDARD
SPECIFICATIONS, COMPACTED TO 95% MODIFIED
PROCTOR,
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 95X
MODIFIED PROCTOR
PIPEZONE BEDDING. MATERIAL- SEE STANDARD
PLAN 1TO1
FOP Nn TFS, SEE STANDARD PLAN 110.1
TYPICAL TRANSVERSE PATCH FOR PLAN
PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID aA i1
DEPARTMENT PAVEMENT WITH OVERLAY
FASy1 •••
6 1 1O
C1.0 SCALE,NTS
W 05/23/23 NO. REVISION
J
Lt
VARIES: 4-5' MIN.
LANE LINE
MARKING
SAWCUT AFTER BACKFILL
DEPTH OF EXISTING PAVEMENT
2" - 6" HMA
(SEE NOTE 2)
)'
1'
EDGE OF PAVEMENT, EDGE
OF CURB & GUTTER, OR
MIN.
MIN. CENTER OF LANE MARKING
2" HMA (SEE NOTE 2)
6" CRUSHED SURFACING TOP COURSE
(CSTC) (9-03.9(3)) PER WSOOT STANDARD
2" SAWCUT AND REMOVE
SPECIFICATIONS. COMPACTED TO 95%
OR PLANE, SEAL WITH
MODIFIED PROCTOR
AR-4000W
CSTC. BANK RUN GRAVEL FOR TRENCH BACKFILL
(9-03.19). GRAVEL BORROW (9-03.14(1)) PER
WSOOT STANDARD SPECIFICATIONS OR NATIVE
MATERIAL IF APPROVED IN WRITING BY ENGINEER
BASED ON GEOTECH REPORT, COMPACTED TO
WIDTH OF TRENCH AS REQUIRED BY SIZE OF0
959E MODIFIED PROCTOR,
PROPOSED IMPROVEMENT (SEE WSDOT
STANDARD SPECIFICATION 2-09.4) PLUS AN
PIPE ZONE BEDDING MATERIAL AND COMPACTION AS
ALLOWANCE FOR ANY SHORING. SHORING, IF
REQUIRED BY THE WSOOT STANDARD SPECIFICATIONS
NEEDED, SHALL MEET THE REQUIREMENTS OF
FOR THE TYPE of IMPROVEMENT INSTALLED. EXCEPT:
WSOOT STANDARD SPECIFICATION 7-05.3(1)B
• FOR STORM AND WATER PIPE, PER STD PLAN 220.0
• FOR SANITARY SEWER, PER STD PLAN 405
TRENCH WIDTH • FOR JOINT UTILITY TRENCH, SAND WITH 95%
PASSING A k4 SIEVE AND LESS THAN 5% PASSING
A p200 SIEVE
NOTES
1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED
TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND
FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH
USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER.
2 PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS
SHALL BE HMA CL J" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6".
RESIDENTIAL ACCESS STREETS - HMA CL J" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING
PAVEMENT SECTION AND IN NO CASE LESS THAN 4".
3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR
SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB &
GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND
OVERLAID WITH HMA
4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE
REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT
S. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL
BE REPLACED TO MEET ADA STANDARDS
TYPICAL LONGITUDINAL PATCH
31'D. PLAN - 110.1
0 Fri
PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR
DEPARTMENT RIGID PAVEMENT WITH OVERLAY )� J
BY I DATE
SURVEYED_
DESIGNED:
SIC
DRAWN:
cc
CHECKED:
sc
A P P R APPROVED:
sc
7 1 1 0. 1
C1.0 SCALE.' NTS
SCALE:
NTS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL. NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
R-423402
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING `
IL
NJanders 08/04/2023
DATE:
SHUM SHORT PLAT 05/23/23
CITY OF
I;R
RENTON CIVIL CONSTRUCTION PERMIT FIELDPAGE: OK:---
PAGE:
SITE DETAILS SITE
N0:
Planning/Building/Public Works Dept. C1.1
1157 QUEEN AVE NE, RENTON, WA. 98056 SHEET: 2 OF:
12
N
N
m
C)
LO
N
�J
LO
C)
C)
N
N
1
n
rr
Lu
n
Z
O
I-
U
I-
C/)
Z
O
U
U
I-
J
n
O
C/)
O
N
U
w
Q
z
J
0 10
HORIZONTAL SCALE
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 NE 1/4, SEC 09, T 23 N, R 05 E. W. M.
1 � 1
SHED ON
CONC
SLAB I I
\ 6"DEC /°A 1FENCE�.5'
WOFP/L o
CLEARING LMTS
x \
/
AT PROPERTY BOUNDARY >NOPY \ \ \ / 30"F
UNLESS OTHERWISE NOTED = (TYP) \
II x \
I I 18"F \ oA
87'59'50"W 111.12' `
FO ND 2'REBARA D ^ I O < SF T _ SF ��������w��� k
AP AT GRA T 947 ro C /' - -
"MHT947 -1-� , 10.7'
� `� � E. 0.1' v �s V � � � - - - I
^09-J2-21 /� \ FOUND 1/2" REBAR AND x I
ry ` 4.8' A , , CAP IN 5" X 5" CONIC
I A �00
, "MHT 9470"
ss ss r-+ x \ x •/ I \ \,f E. 0. 1' I
\I 14 F t • \, 09-02-21
` I I REMOVE TREE, TYP. \ xcf)
����� x
000
o..F j I -1 ,
v
� x �` I
U I U 1 �
60 MA I 12"DEC I / I �
1 I I Ic
1 TEMPORARY TREE
I 1 3 3' PROTECTION
U 1 26"F I I FENCING, TYP. I I I ��
IaI
x I
II _
7
Z N I I/ � xl � � i El- I
.3L.
0 F , I I cn I �
I , x CATCH BASIN INSERT, TYP. I I /
-OP `I 1 '` ������
x l
w T-12
_ II 6.3"DFIR
J II I�I N I
rr 100.0, x
1 cf) s s _
1
O
_
� 0 0
1 -
�
-'
1 x I - w
x OO C
SSMH 1 �x _ ,- ~♦ D D D
TOP 434 25 �♦
20
• � 24"F
I
I 08"DEC(2)
I I
C (W), 8" CONIC (N), a Y I -I' ♦♦ I I i I I --m
8" CONIC (S) ; 2
CENTER CHANNEL o 1 x
ELEV.425.43 - _ WV �5 STABILIZED
1 I 1 I I I I I I
CLEARING LIMITS TO AVOID ®Wv CONSTRUCTIONx
1 1 ENTRANCE I I I I
TREES PER ARBORIST II � � 1 I I I I I I
RE�OP, T CONTRACTOR TO x
MINIMIZE GROUND I 1 \ 1 I I I I I
DISTURBANCE BEYOND 1 s°F 1 I I I I
THESE LIMITS, TYP
x X I - J s�• �; � �'--� I J
011
\ I CD --x
1 , l o TEMPORARY SlL T FENCE, TYP ® I
loor
4%* ` y` FENCE CROSSES P/L A ,\ I I I sO
/n Imo` o
►�=_� ���_ __ �yren■■ISF��� 10M--\ x � 9.8'
Aso ♦ � 1yl i L'� 5' T L L
IN
FENCE0.;2's.C=P/L ^A' L_ N87°594 1� _"` ��;- I�� r. ■
, FOUN� PFAPF ,4"I 'v �? u. ..� i X
REBAR CEDAR HEDGE xv
0 W. 0.5'
I 0.5'
09-02-21
CATCH BASIN DO I '
o TOP 433.33 co
6" CONIC IE 432.30 (IN-W)
8" CMP IE 431.28 (OUT-S)
CATCH BASIN DEMOL/T N & TESC PLAN
TOP 433.61 ILL.�-L�. E.• 1„=10, ~ I I l.`" !/l `Nl(` IC A']7 ')/1 /(ll IT C\ SCALE. Q
05/23/23
s:
x
x
SURVEYED: SCALE:
DESIGNED: 1 "=1 0'
Sc
DRAWN:
cc
ONE INCH
CHECKED: AT FULL SCALE
`SC' IF NOT ONE INCH
NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
SC
i JTJIR
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
I
� .
TESC LEGEND;
a
x REMOVE TREE
0 0
STORM DRAIN PROTECTION INSERT
T-X TREE NUMBER (PER ARBORIST)
v
SF - - - SIL T FENCE
x TEMPORARY TREE PROTECTION FENCING
0
■�������■ CLEARING LIMITS
pO pO pO STABILIZED CONSTRUCTION ENTRANCE
I x
[j] DEMOLITION & TESC CALLOUTS;
1. PROTECT EXISTING FENCE (TYP).
2 DEMOLISH EXISTING FENCE, TYP. PROPOSED FENCING SHALL BE LOCA TED OUTSIDE OF THE
PUBLIC RIGHT OF WAY AND DEMONSTRATE COMPLIANCE WITH THE MAXIMUM FENCE HEIGHT
REGULA TIONS.
J. CATCH BASIN INSERT PER CITY OF RENTON STD. PLAN NO. 216.30, TYP (SEE DETAIL 1,
SHEET C2.1).
4. SIL T FENCE, PER Cl TY OF RENTON STD. PLAN NO. 214. 0, TYP (SEE DETAIL 2, SHEET C2.1).
5. STABILIZED CONSTRUCTION ENTRANCE, PER CITY OF RENTON STD. PLAN NO. 215.10 (SEE
DETAIL 3, SHEET C2.1).
6. TEMPORARY TREE PROTECTION FENCING, PER LANDSCAPE ARCHITECTURE PLANS, TYP (SEE
DETAIL 4, SHEET C2.1).
a
DEMOLITION & TESC NOTES;
1.
REFER TO LANDSCAPE ARCHTECTURE PLANS FOR ADDITIONAL INFORMA TION ON TREE
PROTECTION (SEE SHEETS L 1 AND L2).
0 2.
PRIOR TO BEGINNING ANY CONSTRUCTION, COORDINATE INSTALLATION OF TREE
PROTECTION FENCING AND ANY GRADING/SOIL IMPROVEMENTS WITH THE GENERAL
CONTRACTOR, CITY AND OWNERS REPRESENTATIVE PROJECT ARBORIST.
J.
PROJECT ARBORIST BE ON SI TE TO OBSERVE GRADING OPERA TIONS IN THE WCINI TY OF
x
TREES TO REMAIN.
4.
FOR ADDI TIONAL TESC MEASURES IN THE QUEEN A VE NE PUBLIC RIGHT -OF- WA Y, SEE
SHEET C3.2, TYP.
5.
WINTERTIME EROSION CONTROL IS REQUIRED FROM OCTOBER 1 - APRIL 30.
6.
THE SITE SHALL BE IN COMPLIANCE WITH EROSION CONTROL AS DEFINED IN APPENDIX D
OF THE 2022 RSWDM. THE PLAN REPRESENTS THE MINIMUM EROSION CONTROL
ELEMENTS IDENTIFIED IN DESIGN, HOWEVER, ADDITIONAL ELEMENTS MAY BE REQUIRED.
7.
ADDITIONAL TESC NOTES, PER CITY OF RENTON STD. PLAN N0. 268, TYP (SEE DETAIL 5,
o
SHEET C2.1).
RECOMMENDED CONSTRUCTION SE47UENCE;
0
0
0
SSMH
TOP 432.03
K IE 427.63 (8"
BOTTOM ST
ELEV. 427.6E
NO CHANNE
Adx%kCITY OF
mimK
RENTON
•
Planning/Building/Public Works Dept.
1. SCHEDULE A PRE -CONSTRUCTION MEETING WITH CITY ENGINEERING DIVISION. TWO DAY (48
HR) NOTICE IS REQUIRED.
2. REVIEW TEMPORARY EROSION AND SEDIMENT CONTROL NOTES.
J. CALL FOR UTILITY LOCATES.
4. INSTALL TESC MEASURES AS SHOWN AND MAINTAIN DUST CONTROL WHILE PREVENTING
DISTURBANCE OF ANY AREAS OF VEGETATION OUTSIDE THE CONSTRUCTION ZONE.
5. HAVE EROSION CONTROL MEASURES INSPECTED BY CITY OF RENTON CITY ENGINEERING
INSPECTOR. ALL TEMPORARY SEDIMENTATION AND EROSION CONTROL MEASURES MUST BE
IN PLACE AND INSPECTED PRIOR TO ANY CONSTRUCTION OR SITE CLEARING. EROSION AND
SEDIMENTATION CONTROL PRACTICES AND/OR DEVICES SHALL BE MAINTAINED UNTIL
PERMANENT VEGETA TION IS ESTABLISHED.
6. DEMOLISH EXISTING STRUCTURES, BUT EXISTING FOUNDATIONS TO REMAIN.
7. REMOVE EXISTING DRIVEWAYS AND DRIVEWAY APPROACHES.
8. ROUGH GRADE SI TE AS REQUIRED TO INSTALL DRAINAGE FEA TURFS.
9. CLEAR, GRUB & ROUGH GRADE SITE. REVEGETAIF DISTURBED AREAS NOT SUBJECT TO
ADDI TIONAL SURFACE DISTURBANCE IMMEDIA TEL Y AFTER ROUGH GRADING. (OTHER
EXPOSED AREAS SHALL BE STABILIZED PER EROSION CONTROL NOTES).
10. INSTALL UTILITIES AND OTHER SITE IMPROVEMENTS, INCLUDING FRONTAGE IMPROVEMENTS.
11. STABILIZE AND COMPOST AMEND ALL EXPOSED SOILS PRIOR TO REVEGETA TION OF ENTIRE
SIIF
12. ESTABLISH LANDSCAPING AND PERMANENT VEGETA TION. ALL TEMPORARY EROSION
CONTROL MEASURES SHALL BE REMOVED UPON FINAL SITE STABILIZATION AND APPROVAL
BY CITY INSPECTOR.
R-423403
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CURRENT PLANNING
AWeihs 08/08/2023
DEVELOPMENT ENGINEERING %
NJanders 08/04/2023
DATE:
SHUM SHORT PLAT 05/23/23
CIVIL CONSTRUCTION PERMIT FIELDBOOK:___
PAGE:
DEMOLITION & TESC PLAN DRAWING NO:
1157 QUEEN AVE NE, RENTON, WA. 98056 SHEET: 3 OF:12
N
L0
C)
N
�,
u
O
O
N
a
J
LO
O
0
N
1
I5-
L
rr
W
n
Z
O
I-
U
I-
Z
O
U
J
U
I
nJ
n
I-
O
Cl)
L
T
N
U
Q
z
J
LL
5' MAX
DRAINAGE GRATE TRIM
GRATE FRAME _
C- OVERFLOW BYPASS
BELOW INLET GRATE DEVICE
SEDIMENT AND DEBRIS
FILTERED
WATER
SECTION VIEW
DRAINAGE GRATE
I RECTANGULAR GRATE SHOWN) I RETRIEVAL SYSTEM (TYP.)
OVERFLOW BYPASS (TYP )
BELOW INLET GRATE DEVICE
ISOMETRIC VIEW
NOTES:
.RUTECT:GN SHALL BE PRUVDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR
!:ONSTRUCTION AREA. UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP
2. "JET 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 IBIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE
5. THE BIGO SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM IOVERFLOW BYPASS)
6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE GIGO WITHOUT SPILLING THE COLLECTED MATERIAL.
7 PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01,305)
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 15 NOT TO SCALE It."
STD. PLAN - 216.30
PUBLIC WORKS PPR E '
R DEPARTMENT CATCH BASIN INSERT (GAZ 9/28/2018 1
]AR
1 2 1 6.30
C -o SCALE- NTS
DocuSign Envelope ID: 6EECF5B6-602A.4E4A43436-A317AA636878
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 SL I. ALL THE NOI LS 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
I. 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 IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORM WATER GENERAL
PERMIT. IF IT IS REQUIRED FOR THE PROJECT THE APPLICANT SMALL 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 DETA)LING 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 SWOM) PRIOR TO THE START OF CONSTRUCTION DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE
BEYOND THE CLEARING LIMITS SMALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPUCAWDESC SUPERVISOR FOR THE DURATION OF
CONSTRUCTION
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-W TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE. PUBLIC ROADS SKLLL
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
b 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 ANDIOR CONSTRUCTION TO PREVENT TRANSPORTATION OF
SEDIMENT TO SURFACE WATER. DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SMALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL
SUCH TIME THAT CLEARING ANDIDR CONSTRUCTION 0 COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFT I-=
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
B ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT RAVE 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 CONOMONS THAT MAY SE 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 IOCTOBER 1ST
THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1 ST 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 REOUIREM ENT$ 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 SMALL 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 SEDIMENTA ADEN 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 FINK GRADE OF THE PERMANENT
FACILITY
19 AREAS DESIGNATED ON THE PLANIS) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS. SIORETENTION. PERMEABLE PAVEMENT.
ETC ) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION
20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST). ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR
SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.
AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW
21. PRIOR TO FINK CONSTRUCTION ACCEPTANCE. THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE.
ALL ESC BMPS SMALL 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 SMALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINK APPROVAL MULCH
WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST
22 ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS
RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROOKERIES OUTSIDE of
ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 268.00
PUBLIC WORKS
DEPARTMENT
EROSION AND SEDIMENT CONTROL
STANDARD PLAN NOTES
:45 Aj
tGAZ9/28/2018 1
DATE
5 268
-o SCALE- NTS
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
2'I.2' 14 GAUGE WIRE. OR
EQUIVALENT IF STANDARD
STRENGTH FABRIC USED
FILTER FABRIC
NW 1/4 , NE 1/4, SEC 09, T 23 N, R 05 E, W. M.
2' MIN
--I�-----------
6 MAX. -� I I I IY MIN
POST SPACING MAY BE INCREASED W 4' MIN. TRENCH
U TO R IF WIRE BACKING IS USED
BACKFILLTRENCH WITH NATIVE SOIL
OR 34' TO 1-17Y WASHED GRAVEL
2••R4' WOOD POSTS. STEEL FENCE POSTS, OR EQUIVALENT (TYP I
NOTES:
1. CONDITIONS OF USE
I 1 SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS.
12 SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW ANY CONCENTRATED
FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND.
2 DESIGN AND INSTALLATION SPECIFICATIONS
2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE.
ADS (ASTM 04751)
30.100 SIEVE SIZE (0.60-0 )SIT-) FOR SILT FILM
50-100 SIEVE SIZE (0.3D-0.15TIR1I) FOR OTHER FABRICS
WATER PERMITTIVITY (ASTM 04.491)
0.02 SEC' MINIMUM
GRAB TENSILE STRENGTH (ASTM D4632)
LBS. MIN. FOR EXTRA STRENGTH FABRIC
ISO
00 LBS, MIN. FOR STANDARD STRENGTH FABRIC
GRAB TENSILE ELONGATION(ASTM D4032)
30%MAX (WOVEN)
ULTRAVIOLET RESISTANCE (ASTM D4355)
70% MIN.
'2 I9TANDARD 5TREN TH FABRIC REOUIRES WRE BACKING TO INCREASE THE STRENGTH OF FENCE WERE BACKING OR CLOSER POST SPACING MAY BE
FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE.
L.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H,1V
24 IF ATYPICAL SILT FENCE IS USED, THE STANDARD VX4• TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AN -
SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE
J.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE
3. MAINTENANCE STANDARDS
3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY
32 IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND
13 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
35 IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED.
UNLESS OTHERWISE NOTED. DRAWING IS NOT TO SCALE )NTS)
STD. PLAN - 214.00
PUBLIC WORKS
DEPARTMENT SILT FENCE 9/28/2018 I
GAZ
DATE
05/23/23
2 2 1 4.00
C -o SCALE- NTS
REVISION
EylS�WNC' 'Opp
R = 2S MIN _"jg e
I DRIVEWAYS SHALL BE PAVED TO
THE EDGE OF THE RIGHT-OF-WAY
PRIOR TO INSTALLATION OF THE
CONSTRUCTION ENTRANCE TO
AVOID DAMAGING OF THE
ROADWAY
2. IT IS RECOMMENDED THAT THE
ENTRANCE BE CROWNED SO THAT
RUNOFF DRAINS OFF THE PAD
iCSY \
Yi'' tOQ MIN
INSTALL DRIVEWAY CULVERT
IF THERE IS A ROADSIDE
DITCH PRESENT. AS PER CITY
ROAD STANDARDS
4"-8' OUARRY SPELLS
GEOTEXTILE
15' MIN
PROVIDE FULL WIDTH OF
INGRESSIEGRESS AREA
12' MIN THICKNESS
NOTES:
CONDITION OF USE
I 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.
I ; FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION
ENTRANCE STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTHMRDTH TO PROVIDE VEHICLE ACCESSIPARKING. BASED ON LOT SIZEACONINGURATI)N
2. DESIGN AND INSTALLATION SPECIFICATIONS
Zt A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD- THE GEOTEXTILE
SHALL MEET THE FOLLOWING STANDARDS
GRAB TENSILE STRENGTH (ASTM 04632)
1NO LBS. MIN.
GRAB TENSILE ELONGATION (ASTM D4632)
1 30% MAX. (WOVEN)
CBR PUNCTURE STRENGTH (ASTM D6241)
140 LBS MIN.
ADS (ASTM D4751)
20451U.S STANDARD SIEVE SIZE)
2.2, DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIOE FOR CONSTRUCTION ENTRANCE STA84LIZATION BECAUSE THESE PRODUCTS RAISE PH
LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED.
23 HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS
HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPELLS
IF THE HOG FUEL IS NOT PREVENTING SEDIMENT MEFROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT
14. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE
25 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
12, 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 SMALL DRAIN TO A SEDIMENT TRAP OR POND
3.3, ANY SEDIMENT TKAT IS TRACKED ONTO PAVEMENT SKALL 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 15 INEFFEC71VE 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 ENTRANCES). FENCING SHALL BE INSTALLED TO CONTROL
TRAFFIC,
UNLESS OTHERWISE NOTTO DRAWING IS NOT TO SIA_E 11,
STD. PLAN - 215.10
_ PUBLIC WORKS t"ZX
DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE 9/28/2018.1]
DATI
iI_m�. ....
3 27S.10
C -o SCALE. NTS
SURVEYED:
DESIGNED:
SC
DRAWN:
CC
CHECKED:
sC
APPROVED:
sC
SCALE:
NTS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
TREE PROTECTION
(for public and private trees)
SIGNIFICANT
EXISTING TREE
f •
CONTINUOUS CHAINLINK
INSTALL AT LOCATION
AS SHOWN ON PLANS
1. MINIMUM SIX (6)
y
`I
FOOT HIGH TEMPORARY1• • OR
DESIGNATED LIMIT OF DISTURBANCE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE TREE(S).
INSTALL FENCE POSTS USING PIER BLOCK ONLY. AVOID POST OR STAKES INTO MAJOR ROOTS. MODIFICATIONS TO
FENCING MATERIAL AND LOCATION MUST BE APPROVED BY PLANNING OFFICIAL.
2. TREATMENT OF ROOTS EXPOSED DURING CONSTRUCTION:FOR ROOTS OVER ONE DIAMETER DAMAGED
DURING CONSTRUCTION, MAKE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT. ALL EXPOSED
ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING AND COVERED WITH SOIL
AS SOON AS POSSIBLE.
3. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE
ALLOWED OF THE FENCING.NOT • • OR REMOVED UNLESS APPROVED
SUPERVISIONBY THE CITY PLANNING OFFICIAL. WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY UNDER THE
OF •N-SITE ARBORIST AND WITH PRIOR APPROVAL BY THE CITY PLANNING OFFICIAL.
4. FENCING SIGNAGE AS DETAILED ABOVE MUST BE POSTEDALONG
TREE PROTECTION FENCING
SCALE. NTS
® CITY OF
RENTON
•
Planning/Building/Public Works Dept.
R-423404.
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
F
MENT ENGINEERING �ers 08/04/2023
DATE:
SHUM SHORT PLAT 05/23/23
CIVIL CONSTRUCTION PERMIT FIELDBOOK:___
PAGE:
T E S C DETAILS DRAWING NO:
C2.1
1157 QUEEN AVE NE, RENTON, WA. 98056 SHEET: 4 OF:12
N
N
d)
L0
O
N
N
�,
O
O
O
I
N
N
a
J
QD
L
O
O
O
O
N
N
1
n
N
It
LLI
I-
75
rr
LIJ
n
Z
O
I-
U
Z)
rr
C%)
Z
O
C)
J
C)
J
n
rr
O
(1)
O
C6
C)
w
Q
z
J
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 NE 1/4, SEC 09, T 23 N, R 05 E, W. M.
�T �
I / _ /
I i 1. 5'
p� �I Oa�ti
0 10 2 � ° x I
""*24"F
b�°
/ SHED ON �/ I
HORIZONTAL SCALE CONC SLAB I 16"D °A x / \cn
I IN\ I
SSMH
TOP 434.25
8" CONC (N),
8" CONC (S)
=R CHANNEL
ELEV. 425.43
FENCE 5' IL
o N I 18"DEC2/ W. OF P/L A O
10 u FUTURE DRAINAGE COLLECTION \ , l
1 SYSTEM TO BE INSTALLED W/
/ TREE CANOPY
LINE
LINE G DEVELOPMENT OF LOT B (TYP) \ I X \ Aar 307 .O x
432.24
V'� I
18"F/ I PF 4 1.19 \ GN�31. 0 oA EG 4a1.991
I� o
/ I
1 - . N 87°59� 1 2 - FG 433.11 O TC 432.84
_ _ FL 432.34 2 Oq
43� _�
FO ND Zf'REBARA D �� �\ 431 - ------ - - - - - - �� o �
}�P AT GRAD
U -
, "MHT 947 ' � �
---------- c■
a• °, o
o E 0.1' \ / . - TRACT A o /
r I 09 62-21 v\ ti`' �\ \ (STORM
1FR) 3AR AND430.67 �o TJR
1.67. 2. a + 37 LF OF 12" DI SD a
a1 x� • \ \ \ 0 4. 79 (PRI VA 7E)
714"F 1 1.5Z 432 \ \
I ° FUTURE BLDG OUTLINE \ \ �N�
SHOWN FOR REFERENCE SD AREA DRAIN 1
ONL Y, TYP.
I 1 RIM 431.0 -
\ 1 / 6" IE 428.7' 1 • � j2.
� �
LOT B " a 0
I \i o F A° j ,°� BUILDING PAD 9LF 6" PVC SO
I EL. 433.75 °
® 15.67o (PRIVA TE) °
VANED GRA TE 10
} I FUTURE DR/VEWA Y SHOWN 2� 1 - 10 / \
I ♦ 433 FOR REFERENCE ONLY, I O O a
%<, I TrP I I I I I Idlll
EG 432.78 EG 433.12
4.3q
® STORM DRAINAGE CALLOUTS;
1. INSTALL STORM DRAIN CATCH BASIN TYPE 1, PER CITY OF RENTON STD. PLAN NO.
200.00, TYP (SEE DETAIL 1, SHEET C3.1).
2. INSTALL STORM DRAIN CA TCH BASIN TYPE 2, PER Cl TY OF RENTON STD. PLAN NO.
201.00, TYP (SEE DETAIL 2, SHEET C3.1).
J. INSTALL CONCRETE INLET, PER CITY OF RENTON S7D. PLAN NO. 200.30, TYP (SEE DETAIL
3, SHEET C3.1).
4. INSTALL STORM DRAIN CLEANOUT, PER CITY OF RENTON STD. PLAN NO. 403.1, TYP (SEE
DETAIL 4, SHEET C3.1).
5. INSTALL FLOW CONTROL STRUCTURE, PER CITY OF RENTON STD. PLAN NO. 237.00, TYP
(SEE DETAIL 5, SHEET C3.1).
6. INSTALL DETENTION FACILITY (SEE DETAIL 1, SHEET 02). INLET PIPES ON N, E & S (1E
o
= 427.5). INLET PIPE ON W (1E = 427.0).
7.
INSTALL VANED GRATE, PER CITY OF RENTON STD. PLAN NO. 204.00, TYP.
EG 432.74 EG 433.08
8.
INSTALL SOLID LOCKING LID, PER CITY OF RENTON STD. PLAN NO. 204.4 AND 204.5, TYP.
4 2X
9.
FOR ADDITIONAL INFORMATION ON THIS STRUCTURE, SEE DETAIL 2, SHEET C3.2.
-
10.
INSTALL INFIL 7RA 77ON FIL TER (SEE DETAIL 8, SHEET C3.1).
" 2
8
11.
24' DIA. ACCESS RISERS (TO GRADE), TYP. (6 PLACES).
RIM 432.5'
12.
INSTALL FINE SCREEN MESH OVER DOWN -TURNED ELBOW.
12' 1E 425.5' (OUT-S)
g
SOLID LOCKING LID
�
O
STORM
DRAINAGE NOTES;
3
RIM 432.3'
12' IE 429.3' (OUT -SW)
9
1.
FOR QUEEN AVE NE STORM DRAINAGE PLAN AND PROFILE, SEE SHEET C3.2, TYP
VANED GRA 7E
2.
FUTURE, ON -SITE GRADING AND CONTOURS SHOWN FOR REFERENCE ONLY, T1P.
EG 32. 71 EG 433.04
4. �x `
J.SURFACE
WA TER STANDARD PLAN NOTES, PER CITY OF RENTON S7D. PLAN NO. 267.00
AND 267.10, TYP (SEE DETAIL 6 AND 7, SHEET C3.1).
1
F
I � I
UTILITY CALLOUTS'
10 LF (TYP) 6" PVC SD ® 0I I I I I I 5%2.
29
(STUB FOR FUTURE BLDG I I I I I EG 432.69 EG 4133.02
a ROOF/FOOLING DRAIN) 15 LF OF 6" PVC SD I I I I 0 2 4.1% I
1 (6' 1E 428.0) (PRI VA 7E) 02.09 (PRI VA TE)
II • I I I 11
° SD YARD DRAIN 2
O O SDCB 5 TYPE 1 i I I i RIM 430.7' O
26"F RIM 431.7
I 1 �4)
6' IE 427.5' (IN-N, S) lI 8LF 6PVC SD ®156%
(OUT-E, WINE) I i i I W / (PRI TE)1 1
VANED GRATE
W `V 1 - 434 I (PRIVATE) VANED I
I II GRATE I I I I I I p °.. LV
FG 434.00 A L i i i i 10
\EJ
4 I i I I i I 1 I EG 432.67 EG 4 2.99
fL
W 433�f1 x x 10 LF 6' PVC SD ® 2.07o I I I 2. 6 r. 4.0%
\ • ���q� a ! -- (STUB FOR FUTURE BLDG I
/ I � �a 1,5% ��� �
f �� a� i ROOF/FOOTING DRAIN)
,: FG 434:30 4 2 r ,
a c 1 (6' IE 428.0) (PRIVATE) I i i I acn
1 °.cn
I� xo .
a. .a I l F6.434:MUN 434.60 ii t W
I I
Z
1 � SSI S ° a• °..
S
A
1.59. 2.09
I Ico
o
S FG 433.E FG 434.20 a 1 I I I I I �`� I I 1 I `EG 432.59 EG 432.87
_ e DETENTION, TRENCH .0� 5 I I 13.2. `� i/ 4.0�
DIM. 84 Lx12 Wx5 D 5I I I I -
1 ° w (A=1, 008 SF)
1 X", a a FG=431.5'
P I TOP=430.5, -54
'
c r " ,� O I
,� x____ '� 1 12 /E 425.5 �, CONTROL STRUCTURE I I I I � SD YARD DRAIN 3
1
_ _ _ .4 BOTEL. 425.0 RIM 432.3 I I ° RIM 431. 0
Y ♦ 12' IE 425.5' (IN-W) I I I I 6" IE 428.7' (OUT-W)
1 ♦ %° a 12" 1E 425.5' (OUT -SE) I I I I \ l 1 / 8LF 6" PVC SD ® 15.69
w 0 wv 1 ^�(PRIVA 7E) SOLID I I I A o a t o
(PRIVATE) VANED GRA lE
•wv 1 1 ; °..� LOCKING LID I I I I I I 10 a EG 432.55 EG 432.74
1 d.�
1 LOT A A " 1 I j l I I ti A I r 1.9z l
/ I BUILDING PAD 7 LF OF 12 PVC SO I I I I ' cn
I 1 ' EL. 433.75 2� 0 0. 07 (PRI VA TE) I I I I I I 37 LF OF 12 PVC SD I
1 6"F 1. :.. I I I ® 0.81w. (PRI VA 7E) I I
LJ
I 1 N87° 9'�. x . xk3 I
1ir
o.. 4 °X t o I X
1 XTEMPORARY TREE ♦ I
I PR07EC77ON FENCING. �� i
I I
1 / a EXCA VA 77ON NOT TO I /
1 EG 433.7/ I ► EXTEND INTO THIS AREA. +� I "�°�
a I EG 432 40
\ I 1 ♦ a� EG 433 88 < 1 �, 2 WM "
o �i , °EG 433 88 ° G 433.84 , FENCE CROSSES P/L / `�% S11-5
-
I a _ '� 5q 04 44 1 1 o I RIM 432.0
x w �° . ° 10 12 LF OF 12" PVC SD \ ° _ 16 l N 12" IE 424.9' (IN-N, NW)(OUT-S)
a ® 0.59 (PRI VA 7E) o �b SOLID LOCK/NG LlD
=Not#�� < �TMItLI�LF� s = 5' -I 12 1 ��
o FEN S. P/L M N87°59'46"W 114.15' RIM 432.0 M
CATCH BASIN J
TOP 433.33
6" CONC IE 432.30 (IN-W)
8" CMP IE 431.28 (OUT-S)
CATCH BASIN
TOP 433.61
R" r niki!` IC A00 0A /!ll 1T C\
F U
EG� 0 597
EG 4 3.43 09-02-21
I
05/23/23
as \
GRADING & D
SCALE. 1'=10'
061
12' IE 428.3' (IN -SE) 4 °
CEDAR HEDGE 12" IE 428.3' (OUT -NW, W/DTF)
SOLID LOCK/NG LlD � EG 429.97
27 LF OF 12" D/ SD FG 4J2.62
® 2.07. (PRI VA 7E) EG 429. 89 EG 431
NA G E PLAN v O RIM 431.8'
7O12" IE 428.8' (OUT -NW)
VANED GRA 7E
SURVEYED: SCALE:
DESIGNED:
SC
DRAWN:
CC
ONE INCH
CHECKED: AT FULL SCALE
SC IF NOT ONE INCH
REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY
SC
I
EG 432.26
200 32q '2.03
.63 (8" PVC (OUT-N)
BOTTOM STRUCTURE
ETC 43 . 5 I I ELEV.427.66
FL 431. NO CHANNEL
I I
o I
N I °
G I
VERTICAL. NAVD 1988 •
HORIZONTAL: NAD 1983/1991 CITY OF
R
RENTON
Valor
DATU M
Planning/Building/Public Works Dept.
1. FOR PROPOSED SANITARY SEWER DESIGN, SEE SHEET C4.0, TYP.
2. FOR PROPOSED WA TER DESIGN, SEE SHEET C4.0, TYP.
PL/7RACT TRACT/ROW
I I
1 1.0' 1
1 I
5.5' j
5.0'- 12' DETEN7ION I 10.0' LANDSCAPING
FACILITY
1 DETENTION SECTION A
C3.0 SCALE- NTS
TRACT/ROW
C.L.
0. 5' CURB I SAWCUT
3.5' 5.0' 8.0' 13.0' 7.0'
1 PLANTER DRIVE LANE (VARIES)
I 1.5% 29 1 27.
VARIES
3�(MAX) 1
1 SIDEWALK
I
10. O' LANDSCAPING
B QUEEN AVE NE SECTION
C3.0)SCALE- NTS
C.L. ROW ROW DEDICATION
I EXTRUDED 23.0' 1011
CURB 0. 5'- 1
3.0' 13.0' 18.0' 5.0' 1
EDGE OF DRIVE LANE PLANTER/LANDSCAPE
PA VEMENT
1 y 1 VARIES 1.59 1
I n I
SIDEWALK
PIERCE AVE NE SECTION
Jv^"""J R-4234 05
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CURRENT PLANNING SURFACE WATER UTILITY
AWeihs 08/08/2023 J Farah 08/11 /2023 '
DEVELOPMENT ENGINEERING
NJanders 08/04/2023 '
DATE:
SHUM SHORT PLAT 05/23/23
CIVIL CONSTRUCTION PERMIT FIELDBOOK:---
PAGE:
GRADING & DRAINAGE PLAN DRAWING NO:
C3.o
1157 QUEEN AVE NE, RENTON, WA. 98056 SHEET: 5 OF: 12
N
Lid
O
N
A,
u
O
O
N
Q
J
L0
O
O
N
N
co
N
1
0
W
TM
U
41)E 4M4''4►�'�♦
♦
r. 4' 6', 1 r. OR 24"
- ONE 43 BAR \HOOP FOR 6' HEIGHT
INCREMENT (SPACED EQUALLY).
'.EF NOTE 1
RECTANGULAR ADJUSTMENT SECTION
N�A�B
�fF 40jF
e
Y
43 BAR EACH CORNER r
i
\ I rr
n3 BAR EACH SIDE
03 BAR EACH WAY
PRECAST BASE SECTION
R3 BAR HOOP
n3 BARE CH
CORNER 18' MIN
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
• PUBLIC WORKS
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
1r
CONCRETE
ALL METAL PIPE
15'
CPSSP'.
1r
STD.SPEC. 9-05-m
SOLID WALL PVC.
STD SPEC. 9-05.12(1)
15"
PROFILE WALL PVC.
STD SPEC. 9-05.12(2)
is,
' CORRUGATED POLYETHYLENE STORM
SEWER PIPE
NOTES:
I AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHU.'.N
IN THE PRECAST BASE 9ECTKNJ, FIBERS (PLACED IN
ACCORDANCE WITH STANDARD SPECIFICATION
9-05.sot 9)I, OR WIRE MESH HAVING A MINIMUM AREA OF
0.12 SOLD (E INCHES PER FOOT SMALL BE USED WITH
THE MINIMUM REQUIRED REBAR SHOWN IN THE
ALTERNATIVE PRECAST BASE SECTION. WIRE MESH
SHALL NOT BE PLACED IN THE KNOCKOUTS AS AN
ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN
THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH
HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER
FOOT MAY BE USED
2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER
THAN 20'. KNOCKOUTS SHALL HAVE A WALL THICKNESS
OF r MINIMUM TO 2 S" MAXIMUM. PROVIDE A 1.5'
MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE
OUTSIDE OF THE PIPE AFTER THE PIPE IS INSTALLED,
FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH
STANDARD SPECIFICATION 9-04.3.
3 THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO
THE LOWEST PIPE INVERT SHALL BE 5 FEET
4 THE FRAME AND GRATE MUST BE INSTALLED WITH THE
FLANGE DOWN
S. THE PRECAST BASE SECTION MAY HAVE A ROUNDED
FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF
1FF.24V OR STEEPER-
6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE
PRECAST BASE SECTION.
7. ALL PICKUP HOLES SMALL BE GROUTED FULL AFTER THIF
INLET HAS BEEN PLACED USE GROUT TYPE 2 FOR
NON -SHRINK APPLICATIONS IN ACCORDANCE WI I"
STANDARD SPECIFICATION 0,20.3(2)
8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN
MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE
AND OUTSIDE OF ALL JOINTS, RINGS. RISERS. AND
FRAMES.
9. MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS
10 FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH
11 ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION.
UNLESS OTHERWISE NOTED, DRAWING ISNOT TO SCALE INS)
STD. PLAN - 200.00
APPR
DEPARTMENT CATCH BASIN TYPE 1 GAZ 9/28/2018 1
BATE
REMOVABLE WATERTIGHT
COUPLING OR FLANGE -
IF MAX. FOR
MAINTENANCE
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 NE 1/4, SEC 09, T 23 N, R 05 E. W. M.
CATCH BASIN FRAME AND VANED
GRATE PER STD. PLAN 204-00
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION ITWO SECTIONS MAX I
- MORTAR. ITYP) SEE NOTE 5
4- MIN,
26' MAX
1S" MAX
FLAT SLAB TOP
96", 120' OR 4C
EE NOTE 6 TYP
I
IMIN
1' MIN2.5'
MAFORCING
'O'GRAVEL
STEEL. (TYP. )
BACKFIL L FOR PIPE ZONE
BEDDING PER WSDOT STD.
SPECIFICATION SECTION 9-03.12(3)
G
W
SEPARATE BASE INTEGRAL BASE
PRECAST
PRECAST WITH RISER
NOTEST
vu STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LES&
2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE
SLOPED TO FACILITATE CLEANING.
3 THE RECTANGULAR FRAME AND GRATE MUST BE
INSTALLED WITH THE FLANGE DOWN THE FRAME MAY BE
CAST INTO THE ADJUSTMENT SECTION
4 KNOCKOUTS SHALL HAVE A WALL THICKNESS OF r
MINIMUM TO 2.Y MAXIMUM. PROVIDE A 1 5' MINIMUM) GAP
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE
PIPE AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3.
5. ALL GRADE RINGS, RISERS. AND CASTINGS SHALL BE SET
IN MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04 3
6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE
CONNECTOR (KOR•N•SEAL BOOT WITH CORRUGATED PIPE
ADAPTER OR APPROVED E(XUAL) WHEN CONNECTING TO
AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF
THE SAME MATERIAL AS THE CONNECTING PIPE.
7 MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURERS DIRECTIONS,
8 FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH
9, ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
TMICKNE99
MIN BASE
THICKNESS
MA%IMUM
KNOCKOUT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
4W
54'
4.5'
✓E
4r
S'
60'
5'
B'
48'
8'
72'
6'
8'
60"
12'
1.
r
12"
7r
12'
96,
r
12'
84'
12'
12T
10"
12'
98"
t2'
141"
12"
12'
108,
12'
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
CPSSP'
SOLID WALL
PVC °
PROFILE WALL
PVC
48"
24'
3T
24'
30"
30'
54"
30,
36"
30'
36"
36"
613"
36'
42'
36'
42"
42"
72"
dr
54"
42'
48"
48'
84"
5A'
1'
1.
48"
1"
98"
60'
72"
50'
48"
48'
120'
66'
84"
60,
48"
48-
144'
78'
9fl"1
60-
48"
48'
CORRUGATED POLYETHYLENE STORM SEWER PIPE ISM. SPEC. 9-05.20)
STD. SPEC. 9-05, 12(11
SPEC 9-05 1242)
STD. PLAN - 201.00
PUBLIC WORKS CATCH BASIN TYPE 2 R
DEPARTMENT FOV""' -
GAZ 9/28/2018 1
BATE
,4', r. 12'. OR 24'
ONE 43 BAR HOOP FOR 6' HEIGHT
INCREMENT (SPACED EQUALLY),
SEE NOTE 1
RECTANGULAR ADJUSTMENT SECTION
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR PLAIN
CONCRETE
12"
ALL METAL PIPE
15'
CPSSP',
STD. SPEC. 9-0620
12'
SOLID WALL PVC.
STD. SPEC. 9,05.1211)
15,
PROFILE WALL PVC,
STD. SPEC. 9-05.1212)
15'
'CORRUGATED POLYETHYLENE STORM
SEWER PIPE
.�.,tES SFF4b'
E� Tes
NOTES:
\
\
1
AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN
t71
THE PRECAST BASE SECTION, FIBERS (PLACED IN
U�
ACCORDANCE WITH STANDARD SPECIFICATION 9.0S WET)).
�STS
Oct
OR WIRE MESH HAVING A MINIMUM AREA OF 0.12 SQUARE
INCHES PER FOOT SHALL BE USED WITH THE MINIMUM
REQUIRED REBAR SHOWN IN THE ALTERNATIVE PRECAST
BASE SECTION WIRE MESH SHALL NOT BE PLACED IN THE
n3 BAR EACH CORNER I
KNOCKOUTS- AS AN ACCEPTABLE ALTERNATIVE TO THE
REBAR SHOWN IN THE RECTANGULAR ADJUSTMENT
SECTION, WIRE MESH HAVING A MINIMUM AREA OF 0.12
03 BAR EACH SIDE
SQUARE INCHES PER FOOT MAY BE USED
TOP AND BOTTOM
2.
THE KNOCKOUT DIAMETER SMALL NOT BE GREATER THAN
ONE R3 BAR
18'. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2"
ACROSS BOTTOM
MINIMUM TO 2.5' MAXIMUM PROVIDE A 1.5" MINIMUM GAP
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE
PRECAST BASE SECTION
PIPE AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3.
3,
THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO THE
LOWEST PIPE INVERT SHALL BE S
4
THE FRAME AND GRATE SHALL BE INSTALLED WITH THE
FLANGE DOWN.
5.
THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR,
AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H 24V OR
\
STEEPER8.
THE STRUCTURE OPENING DIMENSIONS SHALL BE
XT
MEASURED AT THE TOP OF THE PRECAST BASE SECTION
A3 BAR EACH
7.
ALL PICKUPHOLES SHALL BE GROUTED FURL AFTER THE
CHAS
CORNER 18"IMIN
INLET BEEN PLACED. USE GROUT TYPE 2 FOR
I
WITH
03 BAR HOOP
SNStiRIN TANDARD SPt�CCATI ION �IN�ZORDANCE
8.
ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR
IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3
THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL
JOINTS, RINGS RISERS, AND FRAMES
SEE NOTE 1
9.
MORTAR SHALL BE MIXED AND APPLIED PER
ALTERNATIVE PRECAST BASE SECTION
MANUFACTURER'S DIRECTIONS
10
FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH.
Tt
ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAi'.
VISIBLE UPON COMPLETION,
UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS)
Aowu
STD. PLAN - 200.30
PUBLIC WORKS
ED
DEPARTMENT
CONCRETE
INLET
GAZ 9/28/2018 1
BATE
RECESSED Not ;o Scale
LIFT POCKET
o o FRAME
3/4" LETTERING `SEWER` -0 1 DIAMETER , 1'-0'
400 o � o � o
SEWER (2) BOLT SOC. (ALLEN HEAD)
5/8" - 11 X 15 STAINLESS
o a o STEEL
REF PART #00981177
�10-112'
Tt-3/16" 1SEE NOTE 3
5/8"
1�
1"
1 ,,B
2-1/4
III- 12-3/4�
11"
12-
AST IRON RING AND COVER
BOLT DETAIL
45' (T/6) BEND
SAND OR
EXPANDABLE
FOAM
4
Pa
J~
lXO
P PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
45- (1/8) BEND
1 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC
No 3698 (PRODUCT NO D0369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY
2 IN UNIMPROVED AREAS, POUR A 8" THICK; Y-O' SOUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER
3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106
STD. PLAN - 403.1
PUBLIC WORK5 8" OR 6" CLEANOUT
DEPARTMENT FOR SANITARY SEWER MAIN Martin PBStUCIW26/2020
BD DATE
1
200.00
2
20 1 ,00
3
200.30
4
403, 1
C3.0
SCALE: NTS
C3.0
SCALE:NTS
C3.0
SCALE: NITS
SCALE. NTS
7 MIN CLEARANCE TO
ANY PORTION OF FLOW RESTRICTOR
TEE INCLUDING ELBOWS
r MIN.
ELBOW RESTRICTOR,
SEE DETAIL AND NOTE 10 -
8' MIN
J r MIN.
8' MAX.
PLATE WELDED TO ELBOW WITH
ORIFICE AS SPECIFIED. SEE NOTE 3
ELBOW RESTRICTOR DETAIL
ELEVATION PER PLANS
12' MIN. UNDER
PAVEMENT
ADDITIONAL LADDER RUNGS (IN SETS) TO
ALLOW ACCESS TO TANKS OR VAULTS
WHEN CATCH IS FILLED WATER
i
T
I 1
I J
i
/
ANGLE AS
/
NECESSARY,
/
SEE NOTE 7
PLAN VIEW
FRAME 6 SOLID COVER MARKED •DRAIN" WITH
LOCKING BOLTS PER STD. PLANS 2D4-40 AND 204,50
16" MINX.
VERTICAL BAR GRATE FOR
SECONDARY INLET
6'MIN.
DESIGN WATER
ELBOW RESTRICTOR.
ERFAff
SEE DETAIL AND NOTE 10
HANDHOLDS. STEPS. OR LADDE+t
PIPE SUPPORTS, SEE NOTE 6
tr (TYP.)
1.5xD
f
SEE NOTE 9(TYP.)
MIN.
2. MN
T- I
ISOMETRIC I
OUTLET PIPE, SEE
INLET PIPE
NOTES 1 A 5
7
MIN.
SHEAR GATE WITH CONTROL ROD FOR
INVERT AND
CLEANDUTfDRA1N (ROD BENT AS REQUIRED
ELEVATION PER PLANS
FOR VERTICAL ALIGNMENT WITH COVER)
12' SECTION OF PIPE ATTACHED BY
PER STD. PLAN 237.30
GASKETED BAND TO ALLOW REMOVAL
7
12* MIN,
WELDED RESTRICTOR PLATE WITH
ORIFICE DIA AS SPECIFIED. SEE NOTE t0
SECTION A
NOTES:
USE A MIMIMUM OF A 54' DIAMETER TYPE 2 CATCH BASIN
2 OUTLET CAPACITY 100-YEAR DEVELOPED PEAK FLOW
3 METAL PARTS PREFERRED TO BE STAINLESS STEEL ALUMINIZED STEEL. OR ALUMINUM ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMEN's • na
4 FRAME AND LADDER OR STEPS OFFSET SO.
A CLEANOUT GATE IS VISIBLE FROM TOP
8 CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE-
C. FRAME IS CLEAR OF CURB
5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE OUTLET PIPE TO HAVE SMOOTH O D. EQUAL TO CONCRETE PIPE I D- LESS 114",
6 PROVIDE AT LEAST ONE 3' X 090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL (MAXIMUM T-O' VERTICAL SPACING)
7 LOCATE ELBOW RESTRICTOR(S) AS NECESSARY 70 PROVIDE MINIMUM CLEARANCE AS SHOWN
8. LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER.
9. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR IKOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING.
TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE.
70 IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED.
UNLESS OTHERWISE NOTED. DRAWING IS NOT T05GLE (NISI
STD. PLAN - 237.00
• PUBLIC WORKS FLOW CONTROL STRUCTURE - y
V DEPARTMENT RESTRICTOR TEE Martin Pastucha 8/13/20
90. DA7E
5 23 7.00
C3.0 SCALE,NTS
DocuSign
Envelope ID: 3SIB34D3-7EOA476C-ADB34329PFEOC108
SURFACE WATER STANDARD PLAN NOTES:
I 1 I ' lT 4A. ' - AI NL- I - - %TH I"I IV I' .. F, I 'v -1:
HE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INL.0 . URA; LJ IN 'rl' U 2 J! _ L I'.A .,� I AL. L NU U c L ,. !� C t � C L
+'ROJECT THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER. THL
APPLICANT SHALL NOT RENUMBER NOR EDITTHE REMNNING NOTES. IF ADDITIONAL ARE NEEDED FOR SPECIFIC ASPECTS. THEY SHALL BE ADDED AFTER THE
'.;URFACE WATER STANDARD PLAN NOTES
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
THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION
-I 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.
_ A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS -
THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABUSHED BY FIELD SURVEYOR OBTAINED FROM AVAILABLE RECORDS AND SHALL
THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANTS
CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN. AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT
SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS-BULT DRAWINGS ALL
UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A
CONFLICT EXISTS.
VERTICAL DATUM SHALL BE NAV0 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.
R ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SMALL BE COMPACTED TO 95%MAXIMUM DRY DENSITY PER SECTION 2-03.3000 - COMPACTION AND
MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERM1tEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKF IU •_ sllnu
SE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY
- OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRANAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON T"E -=
APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS
1;1 ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION WHERE SHOWN ON THE PLANS OR WHERE
DIRECTED BY THE CITY. THE EXISTING MANHOLES. CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED
1 I ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE
APPROVED BY THE CRY.
12 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD
SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION
MATERIAL. AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE
SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220 00,220 10, AND
22020
13 STEEL PIPE SHALL BE ALUMINIZED. OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 51NSIDE 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. 20420. 2D4.30, 20440. AND 204 50. STRUCTURES SHALL HAVE.
• RECTANGULAR OR ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF. AND OUTSIDE OF THE ROADWAY.
• ROUND. SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY. BUT OUTSIDE OF THE CURB/GUTTER LINE
• ROUND. SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CRY. PRIVATE STRUCTURE LIDS OUTSIDE
PUSUC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO -
IF, BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4 1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDAI
I-, 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
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 31 SLOPE FROM THE EDGE OF THE
DRIVEWAY TO THE BOTTOM OF THE DITCH
6 26 7.00
C3.0 SCALE,' NTS
UNLESS OTHERWISE NOTED DRAWING 6 NOT TO SCALL : `.
STD. PLAN - 267.00
PUBLIC WORKS
SURFACE WATER STANDARD PLAN
flwoil4 Dy.
DEPARTMENT
NOTES (1 OF 2)
artin Pastucha8/13/zozo
1 a:a
DATE
05/23/23
DocuSign
Envelope ID: 3B1B34D3-7EOA476C-AD834329FFEOC108
SURFACE WATER STANDARD PLAN NOTES:
THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE DRAINAGE PUN SET. ALL THE NOTES ON THE LIST MA) N� 7 1 L F i A'I: I (, C'L LI'
•'ROJECT 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 REMAIN64G NOTES- IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE
:SURFACE WATER STANDARD PLAN NOTES
18 ROCK FOR EROSION PROTECTION OF ROADSIDE OITCHES. WHERE REOUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT
AND SHALL MEET THE FOLLOWING SPECIFICATIONS
• 4-8INCH ROCK 140 - 70% PASSING;
• 2 - 4 INCH ROCK 130 - 40% PASSING; AND
• LESS THAN 2INCH ROCK 110. 20%PASSING.
I D. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE
CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE. UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BAPS
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
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 PROVIDEL
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.DD CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL
PROJECT CURBS, GUTTERS ANO.IOR PAVEMENT
23 ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.30) OF THE WSDOT STANDARD SPECIFICATION:-
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 SOLI.
EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLA":
28400
25 ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION ANMOR LIABILIT ,
CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM
SYSTEM PROVIDED DURING CONSTRUCTION
26 ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT- FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY Of
THE PUBLIC. AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY ALL SECTIONS OF THE WSDOT
STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY
27. PROJECTS LOCATED WITHIN THE CITSHALL COMPLY AQUIFER PROTECTION AREA (APA) SHACOMPLY WITH SPECIAL REOUIREMLM 160E THE RENTON SWOM AND AQUIFER
PROTECTION REGULATIONS (RUC 4-3-050)
28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASINiMANHOLE LIDS, CLEANDUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH. INTERSECTIONS U,
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 NONSKID LID PER ADA REQUIREMENTS
29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT.
30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1 A2 OF THE RENTON SWOM
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 TH-
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.D00 SQUARE FEET OF PERMEABLE PAVEMENT, IF THIS TEST IS NOT CONCLUSIVE.
THEN ANOTHER TEST PER ASTM C1701 SMALL BE CONDUCTED, FOR LARGE AREAS IF G., PARKING AREAS). TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE
WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING
ASTM C1781.
7 267. 1 0
C3.0 SCALE.' NTS
UNLESS OTHERWISE NOTED, DRAWING 6 NOT TO SCALL '.
STD. PLAN - 267.10
PUBLIC WORKS
SURFACE WATER STANDARD PLAN
+br»4w:
DEPARTMENT
NOTES (2 OF 2)
artin Pastuchg/13/zozo
8:48
•"•^fS•AFl7B46490 OAT[
FLOW
6" MiN PIPE -
INFILTRATION FILTER
SECTION
NTS
LAST REVISED: 01/2017
12" MiN PIPE
6" MIN PIPE
FLOW
WiRE MESH BASKET
1. PRODUCT SHALL BE ORENCO S06`1236-6L STORMWA TER CATCH BASIN OR
EQUIVALENT.
2. PLACE THE INFIL TRA TION FIL TER UPSTREAM OF THE INFIL TRA TION SYSTEM (EX.
DRYWELL, INFILTRATION TRENCH, ETC.).
8 INFILTRATION F/LTEl4
c3o SCALE. NTS R-423406
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SURFACE WATER UTILITY
J Farah 08/11 /2023
DEVELOPMENT ENGINEERING
NJanders 08/04/2023 '
SURVEYED:
_
SCALE:
NTS
VERTICAL: NAVD 1988SHUM
HORIZONTAL: NAD1983/183/1991
-
® CITY OF
SHORT PLAT
CIVIL CONSTRUCTION PERMIT
DATE:
05/23/23
DESIGNED:
SC
FIELDBOOK:---
RENTON
PAGE: ---
DRAWN:
cc
ONE INCH
DATU M
GRADING & DRAINAGE DETAILS
DRAWING N0:
CHECKED:
SC
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
Planning/Building/Public Works Dept.
1157 QUEEN AVE NE, RENTON, WA. 98056
C3. 1
NO.
REVISION
BY
DATE
APPR
APPROVED:
SHEET: OF:
6
N
L^N
O
C)
N
A,
LJ
LO
O
O
N
N
I
Ir
n
co
N
0
Lu
I5-
L
W
n
z
O
U
F-
cn
z
O
U
J
U
Q
J
n
rr
O
C/)
5
cn
N
C'7
U
a
z
J
W(D)
A�
0
>>.
N
OP
450
440
430
420
O O STA 1.9+.96.7.3, 4. R' l T
SDCB #4, TYPE 2-48"
RIM 432.5'
12" IE 425.5' (OUT-S)
SOLID LOCKING LID.
FIELD VERIFY SUFFICIENT SEPARATION
BETWEEN UTILITIES IS FEASIBLE.
REPORT DISCREPANCIES TO ENGINEER.
W(D) W(D) - - W(D) - W(D)
O
6
STA 1.9+.91.94 19 0' l T 00,
SD INLET 12
RIM 432.3'
12" IE 429.3' (OUT -SW)
VANED GRATE
X 126 LF OF 12" PVC SD-
I ® 0.59 (PUBLIC)
W(D) -
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4 NE 1/4, SEC 09, T 23 N, R 05 E. W. M.
STA 1R+70.4 4.R' / T
SDCB #3, TYPE 2-48"
RIM 432.0'
12" IE 424.9' (IN-N, NW)(OUT-S)
SOLID LOCKING LID
LL
X
LLN�w
02,=�o
N wmw=
-4- - jT
K?
A I 2
�® SD ■
-�- x
-SS-ss sin dSs ss- -ss ss ss
cc o
0- BP BP BP BP BP BP
0
oQ �► �
\ UO I '
W5
ozo.
?8X mo o L woox2
r� I ----_---------------F�22 ILL! I ---
P L-- ------� I I,
N --
jllltll S
X �_ A/77
CCESS RISER, TYP o,.
CTA 1010-^ 77 A R' l T
CTA 1 Ri 7/1 QO A R C l T
SDCB 12, TYPE 2-48"
RIM 430.5'
12" IE 424.3' (IN-N)(OUT-S)
SOLID LOCKING LID
113 LF OF 12" PVC SD
® 0.57. (PUBLIC)
O \d0
OP � OP
SD SD -�v P SD
-gP
-gP
P
STA 1 R+70. R.9, 19. 0' 1 T O O
SD INLET #1
RIM 431.8'
12" IE 428.8' (OUT -NW) - -
VANED GRA TE I
nr� ♦ � . cn nn i n� J r
SDCB #I, TYPE 1 (EX)
RIM 429.0' (COR)
'u- 423.
12 1E 423.7' (IN-N)
113 LF OF 12" PVC SD
® 0.59 (PUBLIC)
o I EX. 12" SD
o 00.57.
I
- SD SD SD SD IL
I
I I
I I
..J
SDCB 14, TYPE 2-48"
RIM 432.5'
12 IE 425.5 OUT-S)
SOLID LOCKING LID
SDCB 13, TYPE 2-48"
RIM 432.0'
12 IE 424.9 IN-N, NW(OUT-S)
X. SIDE SEWER O EX. SIDE SEWER SOLID LOCKING LID
(APPROX) (APPROX)
SDCB 12, TYPE 1
RIM 430.5'
12 IE 424.3 (IN-N)(OUT-S)
SOLID LOCKING LID
SDCB #I, TYPE 1 (EX)
RIM 429.0' (COR)
12 /E 423.7 (COR)
12" 1E 423.7' (IN-N)
EX. 12" SD
00.510.1
EXISTING GRADE-1FINISHED
GRADE
O 126 LF OF 12" PVC SD ® 0.5%
113 LF
OF 1
" PVC
D 0 O.
® 0.5
113 LF
OF 12"
PVC SD
°
I
ACCESS RISER,
5.5'
5.0'
1 4+ 00 I 1 3+ 00 12 + 00
THIS FACILITY IS SUBTERRANEAN AND N
BE COVERED WITH GROUND COVER AND
OTHER LANDSCAPING (PER PLAN)
FINISHED GRADE = 432.0' \N \NY/ \ \NY/ w w j \N��
I I I I r
® 409 WRAP IN PERFORA TED (TYP)
NON -WOVEN
GOETEXTILE FABRIC
(ALL SIDES), TYP
STORM EXTENSION PLAN & PROFILE
SCALE- 1 "=20'
(PER PLAN)
0.5' MIN
TOP OF RISER (12" DIA)
430.5'
d
(#2)
1 DETENTION TRENCH d
a
C3.0 SCALE- NTS
05/23/23
IE 428.5'
i
2" IE 425.5'
423.5'
REVISION
1.9'
SURVEYED:
DESIGNED:
Sc.
DRAWN:
CC
CHECKED:
SC
BY DATE APPR APPROVED:
SC
1 1 +00
n �� ni inn
10+00
427.8'
OEX. 8" SS lE 427.1'
2 STORM DRAIN INLET # 1
C3.0 SCALE- NTS
SCALE:
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATU M
• CITY OF
RENTON
Planning/Building/Public Works Dept.
c 0 10 20
HORIZONTAL SCALE
450
440
IIIII
HORIZONTAL SCALE
430
420
® STORM DRAINAGE CALLOUTS;
1. INSTALL STORM DRAIN CATCH BASIN TYPE 1, PER CITY OF RENTON STD. PLAN NO.
200.00, TYP (SEE DETAIL 1, SHEET C3.1).
2. INSTALL STORM DRAIN CATCH BASIN TYPE 2, PER CITY OF RENTON STD. PLAN NO.
201.00, TYP (SEE DETAIL 2, SHEET C3.1).
J. INSTALL CONCRETE INLET, PER CITY OF RENTON STD. PLAN NO. 200.30, TYP (SEE DETAIL
3, SHEET C3.1).
4. INSTALL VANED GRATE, PER CITY OF RENTON STD. PLAN NO. 204.00, TYP.
5. INSTALL SOLID LOCKING LID, PER CITY OF RENTON STD. PLAN NO. 204.4 AND 204.5, TYP.
6. CONTRACTOR TO POTHOLE THE LOCATION AND DEPTH OF THE EXISTING SEWER STUBS.
STORM DRAINAGE NOTES;
1. SURFACE WATER STANDARD PLAN NOTES, PER CITY OF RENTON STD. PLAN NO. 267.00
AND 267.10, TYP (SEE DETAIL 6 AND 7, SHEET C3.1).
®UTILITY ,CA LLOUTS;
1. FOR PROPOSED SANITARY SEWER DESIGN, SEE SHEET C4.0, TYP.
2 FOR PROPOSED WATER DESIGN, SEE SHEET C4.0, TYP.
R-423407
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CURRENT PLANNINGIL SURFACE WATER UTILITY
AWeihs 08/08/2023%.�#J Farah 08/11 /2023
:01
FNJand(ers
MENT ENGINEERING
08/04/2023 :0]
DATE:
SHUM SHORT PLAT 05/23/23
CIVIL CONSTRUCTION PERMIT FIELDBOOK:___
PAGE: ___
DRAINAGE PLAN & PROFILE DRAWINC3.2
1157 QUEEN AVE NE, RENTON, WA. 98056 SHEET: 7 OF: 12
N
N
0)
O
N
N
LJ
O
O
N
a
J
LO
O
O
O
O
N
N
1
co
6
0
W
I—
IC-
G
Z
_O
U
rr
Cn
Z
O
U
J
U
Q
n
I—
rr
O
2
C/)
75
2
C/)
O
r
J
PLANT SCHEDULE
tty. Symbol
00 •
27 0
182
11
90
,III
96
90 V'E
18
37
266
388 �l
Botanical/ Common Name
TREES:
EXISTING TREE TO REMAIN
:ISTING TREE TO BE REMOVED
er g. 'Flame'/ AMUR MAPLE
ignolia grandiflora Little Gem'/
EVERGREEN MAGNOLIA
rrotia p. 'Vanessa'/ PERSIAN PARROTIA
uja plicata 'Hogan'/ HOGAN WESTERN
RED CEDAR
Size/ Remarks
min. 2" cal., single trunk
min. 2" cal.
min. 2" cal., single trunk
min. 8'0" hgt. (4" cal.)
HRUBS/ PERENNIALS/ GROUNDCOVERS:
Cistus hybridus/ ROCKROSE
min. 24"
spr.
Epimedium x versicolor 'Sulphureum' / NCN
1 gal.
Myrica californica/ PACIFIC WAXLEAF MYRTLE
min. 36"
hgt.
Pennisetum 'Hamlyn'/ DWARF FOUNTAIN GRASS
1 gal.
Polystichum munitum / SWORD FERN
min. 5 fronds @ 12" ea.
Prunus I. 'Mt. Vernon'/ DWARF LAUREL
min. 15"
spr.
Ribes s. 'King Ed. VII'/ FLWG. CURRANT
min. 30"
hgt.
Vaccinium ovatum/ EVERGREEN HUCKLEBERRY
min. 24"
hgt.
Arctostaphylos'Vancouver Jade'/ KINNICKINNICK 1 gal. @ 24" o.c., tri-spacing
Mahonia repens/ CREEPING MAHONIA' 1 gal. @ 24 o.c., tri-spacing
'bold'
* Plant sizes are specified per the American Standard for Nursery Stock, Publication -
May 2, 1986 sponsored by the American Association of Nurserymen, Inc.
* If plant quantity shown on schedule conflicts with what is represented by symbol
on Plan, the quantity represented by symbol shall be used.
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW1/4. NE 1/4, SEC 09,T23 N.ROS E, W. M.
\\
T-A/ \
.9DFIR
s
I �
I\\ 21.9"DFlR�
\ N
/ \ — T-46
\ 15.8"DFlR
\ T-9
Existing Tree to 30.6 DFt ..
(Remain (typ.)
Y�
/ Existing Tree to \\\ \l\ \
Remain (typ.)
Note: Keep all new
planting a min. 8'-0" clr.
REV-0-
of trunk to minimize root 26.3
disturbance.
\ .5",I
ti
T-12
I Al
Existing Tree to
Remain (typ.)
I I
T-C
.1 "DFIR
I 15'-0"
15'-0" 10'-0"
— ti ti -titi - - ti
ti ti ti ti ti ti
ti ti� ti ti ti ti ti ti�
Tree Protection Fencing (typ.) See \ `\`
Civil Plans Sheet C2.0
i °
_ •
LOT 'B'
I I `
s�„ve
T-1 MAD Perimeter of Infiltration a ° °
;
Trench I s t °
I I L � I ° 0�
a vZ a' � � •
;Plant the row of groundcover a��V"`z ° •
iadjacent to curb/ sidewalk ��lti •
A8" clear of edge.
l
ti \�I/
tor
ti ti ti ti titi
ti ti ti ti ti ti` ti •. a
c
Plant the row of groundcover I l~ TRACTL n"•
ad'acent to curb/ sidewalk
°
1
18" clear of edge. A
z d
I �
O
d
I`rl I g, z • `' I� til tilt •
a
5'-0" -,e— 8'-0"
°
4
`\` ` \ \ lam` ll •
4 44
I
�- Tree Protection Fencing (typ.) See
Civil Plans Sheet C2.0
SI
v�
~`�111
/I\
/
v
\
Seeding Note:
�l~l
`� •
\
d \I
All areas outside of Building Setback
\Line not planted as landscape beds
til
AE)l\
°
d
°
shall be seeded a 'Low Grow' Erosion
°
d °
Control Mix as approved. /
o
0
= / ti ti ti ti •
I `l~ll~l l~ll • • -
8 9"MAP \\lti\ti\ ~ l lti lti
Existing Tree to \ \
Remain (typ.) /
0' 5' 10, 20'
SCALE: 1" = 10'- 0"
NORTH
bill
L
- 23408
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
10
X
X
X
X
X
X
X
A,
U
T
O
0
N
N
Q
J
O
O
N
N
I..L
R
CURRENT PLANNING o ,,
AWeihs 08/08/2023 Q
J
Z W �
�=�W
3 -
Glenn Takagi
� � Landscape Architect
y�� 18550 Firlands Way N.
,r Suite#102
Shoreline, WA 98133
(206) 542-6100
glenco1029@earthlink.net
SURVEYED
SCALE
VERMA1: NAVD 1
HORIZONTAL NAD 1983/199'
DATUM
•
CITY O F
� R E N TO N
Planning/Building/Public Works Dept.
S H U M SHORT PLAT
CIVIL CONSTRUCTION PERMIT
LANDSCAPE PLANTING PLAN
1157 QUEEN AVE NE RENTON , WA 98056
GT
Dw►
GT
ONE INCH
AT FULL SOME
9 ALNE�ACCCOORDNN�fiLY
T
N0.
REVISION
BY
DATE
APPR
A
APPROVED
n
�I
rr
DAM O
3/16/23 _
FlEUDOI C n
PAGE:
IMM1 O NO:
L1.0
SNW. 10 OF 12 ( f
co
N
O
0
LU
rr
LU
IZ
Z
_O
U
D
rr
Cn
Z
O
U
J
U
Q
J
In
rr
O
Cn
2
Cn
O
N
J
GENERAL NOTES:
1. Coordinate work with other trades as required. Determine location of underground utilities and
perform work in a manner which will avoid possible damage. Coordinate with Utilities Underground
Location Center and Owner for locations of existing underground utilities, etc. servicing or routed
through the site.
2. Provide protection of all property, persons, work in progress, structures, utilities, walls, walks, curbs
and paved surfaces from damages incurred arising from this work. The Contractor shall pay for any
such damage at no additional cost to the Owner.
3. During construction, keep pavements, building clean. Protect site and adjacent properties from
damage due to construction operations, operations by other Contractors/trades and trespassers.
Unfinished and completed work shall be protected from damage by erosion or trespassing, and proper
safeguards shall be erected to protect the Public.
4. Staking and Layout: Immediately notify Landscape Architect in writing of any variance between
plans and actual site. Landscape Architect has the right to adjust the location of elements. Verify
layout with Landscape Architect prior to any installation work.
5. Prior to beginning any construction, coordinate installation of Tree Protection Fencing and any
Grading/ Soil Improvements with General Contractor, City and Owners Representative and Project
A rhnrict
6. Verify installation conditions as satisfactory to receive work. Do not install any site elements until
any unsatisfactory conditions are corrected. Beginning of work constitutes acceptance of conditions as
satisfactory. When conditions detrimental to plant growth /constructed elements, are encountered such
as rubble fill, adverse conditions, or obstructions, notify Landscape Architect.
7. New plantings shall be hand watered until established (generally 5 growing seasons) OR served
by a Bidder Design Automatic Irrigation. Provide 20 gal. 'Slow Release Watering Bags' at each new
tree planting if 'hand watering' option is selected.
If Automatic System is selected, design and install per latest Irrigation Association Standards,
'WaterWise' Principles and local Codes/ Ordinances. Provide neat and legible color coded 'As Built'
Plans to Owner prior to Project Completion.
PLANTING NOTES:
1. Planting soil for new planting areas shall be a pre -approved approved Compost cultivated into the
existing prepared subgrade. If existing subsoil is deemed not suitable by Landscape Architect, a
pre -mixed soil with a 'Sandy Gravelly Loam' texture shall be used to achieve finish planting grades.
Provide textural and nurtrient analysis of imported Sandy Gravelly Loam for approval.
2. Soil Preparation: Planting Beds: Determine/ attain shrub bed subgrade and cultivate to a minimum
depth of eight inches (8"), clean/ remove all rocks, roots, debris over two inches in diameter. Lay a two
inch (2") depth of Compost (or three (Y) depth of imported soil mix) over entire bed and till again to a
minimum depth of six inches (6") to incorporate Compost thoroughly into grade. Then lay a two inch lift
of Compost (or four (4") depth of imported soil mix) and till again. (total of 4" of added Compost or total
of 7" of imported soil mix). Note that finish grade of mulched beds shall be one inch (1 ") below
adjacent paved surfaces. NOTE: Do not use mechanical soil preparation techniques around Existing
Trees to Remain; hand cultivating only to minimize root disturbance.
3. Fertilize all installed plants during backfill operations with 4-2-2 Agro Transplanter as recommended
by Manufacturer.
4. Mulch all new ornamental beds and area within the Limit of Disturbance -Root Zone of Existing Trees
to Remain with a minimum three inch (Y) depth of approved coarse shredded bark 'mulch' or Arborists
Chips as approved. Finish grade of mulch shall be 1" below adjacent hard surfaces/ walls.
5. Stake trees per detail and as directed by Landscape Architect.
6. Maintenance: Provide landscape maintenance immediately after planting. Work to include but not
limited to watering, pruning, resetting of plants, restoring eroded areas, adjustments to staking and
removal of weeds/debris as required for healthy growth of plants. Maintain until Final Acceptance, but
in no case less than 30 days.
7. The Landscape Architect retains the right to inspect trees, shrubs and groundcover for compliance
with requirements for plant size and quality at any time. This includes but is not limited to size and
condition of rootballs, root systems, insects, latent injuries and defects. Remove rejected material
immediately from project site.
8. Upon completion, the Contractor shall request a 'Substantial Completion' of the installed work.
Upon completion of the inspection, the Landscape Architect shall prepare a Contractor's list of items to
be completed or corrected (Punch List) and indicate the time period for their completion or correction.
If based on the opinion of the Landscape Architect the bulk of the work is acceptable, a Provisional
Acceptance shall be granted. The Landscape Architect will make an inspection for Final Acceptance of
the Work upon request by the Contractor. If all of the items of the Punch List have not been completed
to the satisfaction of the Landscape Architect, additional inspections will be scheduled at the request of
the Contractor. Final Acceptance shall not be granted until all of the items of the Punch List have been
completed to the satisfaction of the Landscape Architect. At this time the Landscape Architect shall
certify in writing the Final Acceptance of the Work.
9. Replacement of Plantings: Remove from site and replace with new planting, at Contractors expense,
any plant that is either dead or in unsatisfactory condition, as determined by Landscape Architect as
soon as conditions permit within normal planting season. All replacement plantings are then to be
under reinstated guarantee period, as specified. Identify these replacements and take whatever
necessary steps to prevent similar demise of plant materials.
10. Warranty: This Warranty shall include replacing and planting same size and species of plant
material shown on Drawings that is designated to be replaced by the Landscape Architect. Except for
loss due to excessively severe climatological conditions (20 year weather charts), installed plant
materials are required to be guaranteed until the end of one growing season against defects and
unsatisfactory growth, except for cases of neglect/abuse by Owners/others. All plants replaced shall be
reinstated under plant guaranty conditions.
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW 1/4, NE 1/4,SEC 09,T23N, R05E,W.M.
CHAINLOCK TIES
MIN. 1.5 x 1.5 IN.
APPROVED STAKE MATERIAL
ALL STAKES SHALL BE DRIVEN OUTSIDE
THE EDGE OF THE ROOT BALL.
AMENDED BACKFILL
18"- DEEP ROOT BARRIER
(PLASTIC, # AS REQUIRED (MIN. 4'0").
SET 1/2 BELOW GRADE ON SIDE TO
BE PROTECTED.
COMPACTED AMENDED BACKFILL.
TAMP SOIL AROUND ROOT BALL
BASE FIRMLY WITH FOOT PRESSURE
SO THAT ROOT BALL DOES NOT SHIFT.
i
°
°
SECURE W/ LOOP
OF CHAINLOCK.
EACH TREE MUST BE PLANTED
SUCH THAT THE TRUNK FLARE IS
2" ROUND PRESS. TREATED PINE
POLE (OR APPROVED EQUAL) SET
VISIBLE AT THE TOP OF THE ROOT
BALL. TREES WHERE THE TRUNK
TO LEE OF PREVAILING WINDS.
FLARE IS NOT VISIBLE SHALL BE
REJECTED. DO NOT COVER THE TOP
OF THE ROOT BALL WITH SOIL.
4 IN. HIGH EARTH SAUCER
BEYOND EDGE OF ROOTBALL.
WOOD CHIP MULCH
PER SPECIFICATIONS
— ' 7---
l
FINISH GRADE
AMENDED BACKFILL
FORM 6" HIGH
J�
PLANT PIT WITH
ANGLED SIDES
CONTINUOUS
WATER BASIN
ROOT BALL
IF PLANT IS SHIPPED WITH A WIRE
BASKET AROUND THE ROOT BALL,
CUT THE WIRE BASKET IN FOUR
PLACES AND FOLD DOWN 8 IN. INTO
PLANTING HOLE. SET TOP OF ROOT
3 x dia.
►
BALL FLUSH TO GRADE 1-2 IN.
HIGHER IN SLOWLY DRAINING SOILS.
TIGHTEN TIES ONLY ENOUGH TO KEEP FROM SLIPPING.
ALLOW FOR SOME TRUNK MOVEMENT. CHAINLOCK SHALL BE LONG
ENOUGH TO ACCOMMODATE 1.5 IN. OF GROWTH.
DECIDUOUS TREE PLANTING
NOT TO SCALE
i
B&B OR CONTAINERIZED SHRUB, TYP
SET ALL PLANTS AT NURSERY LEVEL
\ MIN 2"-3" OF MULCH (PER SPECS)
SHRUB BED SOIL PREPARATION
DEPTH (SEE SPECS)
/ ! FINISH GRADE
DEPTH PER SPECS
— �- REMOVE CONTAINER
7 COMPLETELY OR REMOVE
( BURLAP, WIRE & STRING FROM
TOP 2/3 OF ROOTBALL
NATIVE BACKFILL WITH SOIL AMENDMENTS
- -- ---- (SEE SPECS.)
UNDISTURBED SUBGRADE
(PROVIDES FIRM BASE SO THAT
ROOTBALL WILL NOT SINK)
n,3 SHRUB PLANTING
NOT TO SCALE
4 X
O' S
X
3
M Glenn Takagi
o Landscape Architect
Z 18550 Firlands Way N.
Z Suite #102
Shoreline, WA 98133
(206) 542-6100
glenco1029@earthlink.net
SURVEYED.
SLUE
SCALE
��CA r A ;��,�,
DATUM
�NM. T
DRAWN:
GT
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
CHEMIMI
GT
NO.
REVISION
BY
DATE
APPR
mmvED:
APPROVED
UNDISTURBED NATIVE
-- SOIL OR COMPACTED
SUBGRADE
min. 3 x dia. No.
CONIFEROUS TREE PLANTING
NOT TO SCALE
4 GROUND COVER PLANTING
NOT TO SCALE
ADD JUTE FABRIC UNDERNEATH
BARK MULCH ON SLOPES
OVER 2:1
MIN 2"MULCH (PER SPECS)
FINISH GRADE
TYPICAL GROUND COVER
1 PLANTED AT NURSERY LEVEL
l 1___SOIL AMENDMENT MIXED WITH
NATIVE SOIL (SEE SPECS)
SCARIFIED SUBGRADE
R-423409
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CURRENT PLANNING
AWeihs 08/08/2023
CITY OF SHUM SHORT PLAT DATE:3/16/23
=� CIVIL CONSTRUCTION PERMIT FIE�BDOK:
RENTON LANDSCAPE NOTES &DETAILS DRAWING NO.
Am
Planning/Building/Public Works Dept. L2,0
1157 QUEEN AVE NE RENTON, WA 98056 sHor 11 OF 12
X
X
X
X
X
X
X
�
u
(0
L0
O
O
O
O
N
oC
M
1
1
W
C�
G
IZ
W
n
Z
_0
U
IZ
�I—
U7
Z
0
U
J
U
1
n
I—
LL
0
VJ
2
U7
O
co
J
J
J
J
DEPARTMENT OF COMMUNITY CITY OF
AND ECONOMIC DEVELOPMENT Renton 0
PARCEL'A'/ TRACT 'A'
TREE RETENTION WORKSHEET
Planning Division
1055 South Grady Way -Renton, WA 98057
Phone 425-430-7200 1 www rentonwa.gov
1. Total number of trees over 6" diameter', or alder or cottonwood
trees at least 8" in diameter on project site 3 trees
2. Deductions: Certain trees are excluded from the retention calculation:
Trees that are dangerous`' trees
Trees in proposed public streets trees
Trees in proposed private access easements/tracts trees
Trees in critical areas and buffers trees
Total number of excluded trees: 1 trees
3. Subtract line 2 from line 1: 2 trees
4. Next, to determine the number of trees that must be retained °, multiply line 3 by:
0.3 in zones RC, R-1, R-4, R-6 or R-8
0.2 in all other residential zones
0.1 in all commercial and industrial zones 1 trees
5. List the number of 6" in diameter, or alder or cottonwood trees
over 8" in diameter that you are proposings to retain'': � trees
6. Subtract line 5 from line 4 for trees to be replaced:
(if line 6 is zero or less, stop here. No replacement trees are required) 0 trees
7. Multiply line 6 by 12" for number of required replacement inches: o inches
8. Proposed size of trees to meet additional planting requirement:
I'Minimum 2" caliper trees reauired for replacement, otherwise enter Ol inches per tree
9. Divide line 7 by line 8 for number of replacement trees6:
(If remainder is .5 or greater, round up to the next whole number) 0 trees
' Measured at 4.S' above grade.
A tree certified, In a written report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed
landscape architect, or certified arborlst, and approved by the City.
Critical areas, such as wetlands, streams, floodplains and protected slopes, are defined in RMC 4-3-050.
` Count only those trees to be retained outside of critical areas and buffers,
s The City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-4-1301-117a.
° When the required number of protected trees cannot be retained, replacement trees, with at least a two-inch (2') caliper or an evergreen at least
six feet (6') tall, shall be planted- See RMC 4-4-130.H.1.e.(ii) for prohibited types of replacement trees.
t
H:\CED\Data\Forms•Templates\SeIf. Help Handouts\Planning\Tree Retention Worksheet.docx 08/2CI5
PLANT SCHEDULE
Qty. Symbol Botanical/ Common Name Size/ Remarks Location
TREES:
EXISTING TREE TO REMAIN
]STING TREE TO BE REMOVED
.er g. 'Flame'/ AMUR MAPLE
uja plicata 'Hogan'/ HOGAN W R CEDAR
agnolia grandiflora Little Gem'/
EVERGREEN MAGNOLIA
4 Parrotia p. 'Vanessa'/ PERSIAN PARROTIA
min. 2" cal., single trunk Lots A and B
min. 8'0" hgt. (4" cal.) Lots A and B
min. 2" cal. Lots A and B
min. 2" cal., single trunk Offsite
TREE RETENTION/ REPLACEMENT PLAN NOTES:
See Tree Assessment 1157 Queen Ave NE Renton, WA (Tree Report)
prepared by Arbor Info LLC, 2406 N Castle Way Brier, WA for Tree
Descriptions, Driplines, Assessment, Construction Impacts and other
Site Tree information.
PARCEL 'A': Replacement Inches Required- 0
TREE DENSITY NOTES:
2 Trees per 5,000 s.f. Required
PARCEL 'A' + TRACT 'A': 14,560 s.f. (/) 5,000 (x) 2 = 6 Trees Required
12 Trees Provided (11- new + 1- Existing Maple)
Glenn Takagi
1V Z Landscape Architect
a00 6 ~ Z 18550 Firlands Way N.
m Z Suite #102
gLII) 3 a Shoreline, WA 98133
Q " (206)542-6100
glencol 029@earthlink.net
SHUM SHORT PLAT - CIVIL CONSTRUCTION PERMIT
NW1/4.NE 1/4, SEC 09,T23 N.ROS E. W. M.
0 T-13
Rej
-C
0.1"DFIR I
y
T-A
\
I G
O \
\.-
21.9"DFIR
- — —\ - - - - - - - - - - - -i
\ yl
T_-10
_K15.8"DFIR
\ Tree Protection — — —
\ \
/
a
Fencing -- — —— �— — — — — — — — —
10
\ /
I /
T-9
30.6 DFIR
a ° d
+ /
LOT B
II
Tree 'Dripline' I C
�/
I
d
T-1 T—
'(typ•) 51.;"MAD I 12. "sM0
(
-- — /
ExistingTree to Existing Tree to be
r
Remain (typ.) t \ Removed (typ.) I
R
26. I \
26.3"DFIR
d
\ d`
\ L/
30.5"DFIR a / — —
°.° Existing Tree to be
a
T-a2 ° Removed (typ.) —
f-- --T--
° 3"DFIR14
° ° d
d d \d
T-6
3a
1.8"DFIR
LOT W
.fi
Tree, Dripline
(typ.)
T-5
/ 3E25.3"DFIR
Q
*29.5"Dlr/
I d
REVISION
R
I
\ I I
I \ I I
\ Tree 'Dripline'
(typ.) "
/ Tree Protection /
Fencing
I
Existing Tree to
Remain (typ.) /
SURVEYED
DESIGNED
GT
DRAW
GT
CHECKED;
GT
BY DATE APPR AFC:
APPROVED
0' 5' 10, 20'
SCALE: 1" = 10'- 0"
FIORIZONT�AL tI D 198 IO/1/1991
1 "= 10'-0"
ONE INCH DATU M
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NORTH
CITY OF
RENTON
Planning/Building/Public Works Dept.
!'TRACT
A
�n v
R-42341 0
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
CURRENT PLANNING o
AWeihs 08/08/2023
SHUM SHORT PLAT 3/ 16/23
CIVIL CONSTRUCTION PERMIT �0ft
PAGi
TREE RETENTION/ REPLACEMENT PLAN DDPAW MW.
L3.0
1157 QUEEN AVE NE RENTON, WA 98056 giEET 12 OF 12
X
X
X
X
X
X
X
,
U
T
0
O
N
N
Q
J
L0
O
O
N
�N•
LL
I-
J
�I
0
U'7
U'7