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HORIZONTAL
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VERTICAL
Cal 2 Worktg Days Belore You Dig
gr and
I,�Location Cenler
(ID,MT,ND,OR,WA)
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
6207THAVENUE KIRKLAND, WA 98033
0 425 827 3063 F4258272423
10+20
11440
FLOW CONTROL BMP NOTES'
12+00
12 +60
NOTES'
I&
NORTH
GRAPHIC SCALE
0`MO5 30 60
1 INCH= 30 FT.
1. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND
DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED
CONSTRUCTION DRAWINGS IfXXX ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE
APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED
PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL.
Z CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION; COMPLIANCE
WITH THIS REOUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENRAL BUILDING PERMIT
DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENRAL BUILDING PERMIT FOR EACH LOT.
3 ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORA77ON AND STREET
OVERLAY DETAIL.
4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) A lF THE
OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENRRE ADJACENT
TRAVELED LANE AFFECTED WILL BE REPAVED.
S SuKFRCE Wart -ot S`7Noli Ndr6T AR-6 19ftXc* *LC ON 7W plbi
PRIVATELY MAINTAINED STORM ELEMENTS:
1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED.
2. ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS
VERTICAL DATUM:
NAVD 88 PER CITY OF RENTON VERTICAL CONTROL
1. TWO SPLASH BLOCKS MITIGATING A TOTAL OF 1,400 S.F. OF IMPERVIOUS AREA, WILL BE INSTALLED WITH EACH RESIDENCE. THIS SHALL MITIGATE FOR
12.75X TO 13.77X OF IMPERVIOUS AREA FOR EACH LOT. ALSO, EACH LOT WILL BE RESTRICTED TO AN AREA LESS THAN 4,000 S.F. (SEE TABLE BELOW).
ADDITIONALLY, USE OF BASIC DISPERSION ALLOWS FOR A 5OX FLOW CONTROL BMP SIZING CREDIT WHICH WAS USED IN DETENTION FACILITY CALCULATIONS.
2. BASIC DISPERSION, AND PERFORATED PIPE CONNECTION BMP HAS BEEN UTILIZED FOR THIS PLAT.
J. FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER.
FLOW CONTROL BMP TABLE
ROOF AREA ROUTED TO RESTRICTED IMPERVIOUS TOTAL AREA PERCENT IMPERVIOUS
LOT NO. LOT AREA (S.F..) SPLASH BLOCK (S.F.) AREA PER LOT MITIGATED MITIGATED
1 10169 1400 3505 1895 18.64
2 10983 1 1400 3485 1915 1744
3 10877 1 1400 3885 1515 1,193
1 WARM MM 051 MAJ se".ErEo-S&
warcx X�w ,Bea T 0
AS NOTED OPi:eMw IB&/1801 ,�
oESkXES: �I
RENTON
�A IXiE WCX �T�HI
CXECXEN ei EVU SLUE �VVII�I Plan ning/Buildin g/Pu bl is Works Dept.
NO. REVISION BY DATE APPR s "er oXE iXCH
..BBNWEO: WT W li
MN
BY:
BY:
BY:
BY:
SADDLEBROOK DIV. II
ROAD AND STORM DRAINAGE PLAN AND PROFILE
CA -
Date!
Date:
Date:
08.08.13
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HORIZONTAL
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1 INCH = 10 FT.
VERTICAL
Cal 2 Worktg Days Belore You Dig
gr and
I,�Location Cenler
(ID,MT,ND,OR,WA)
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
6207THAVENUE KIRKLAND, WA 98033
0 425 827 3063 F4258272423
10+20
11440
FLOW CONTROL BMP NOTES'
12+00
12 +60
NOTES'
I&
NORTH
GRAPHIC SCALE
0`MO5 30 60
1 INCH= 30 FT.
1. ALL BUILDING DOWNSPOUTS, FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PATIOS AND
DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED
CONSTRUCTION DRAWINGS IfXXX ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED WITH THE
APPLICATION OF ANY BUILDING PERMIT. ALL CONNECTIONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED
PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL.
Z CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION; COMPLIANCE
WITH THIS REOUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDENRAL BUILDING PERMIT
DRAINAGE REVIEW WHEN APPLICATION IS MADE FOR A SINGLE FAMILY RESIDENRAL BUILDING PERMIT FOR EACH LOT.
3 ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORA77ON AND STREET
OVERLAY DETAIL.
4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) A lF THE
OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENRRE ADJACENT
TRAVELED LANE AFFECTED WILL BE REPAVED.
S SuKFRCE Wart -ot S`7Noli Ndr6T AR-6 19ftXc* *LC ON 7W plbi
PRIVATELY MAINTAINED STORM ELEMENTS:
1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED.
2. ALL PRIVATE STORM CONNECTIONS TO BE PERFORATED STUB -OUTS
VERTICAL DATUM:
NAVD 88 PER CITY OF RENTON VERTICAL CONTROL
1. TWO SPLASH BLOCKS MITIGATING A TOTAL OF 1,400 S.F. OF IMPERVIOUS AREA, WILL BE INSTALLED WITH EACH RESIDENCE. THIS SHALL MITIGATE FOR
12.75X TO 13.77X OF IMPERVIOUS AREA FOR EACH LOT. ALSO, EACH LOT WILL BE RESTRICTED TO AN AREA LESS THAN 4,000 S.F. (SEE TABLE BELOW).
ADDITIONALLY, USE OF BASIC DISPERSION ALLOWS FOR A 5OX FLOW CONTROL BMP SIZING CREDIT WHICH WAS USED IN DETENTION FACILITY CALCULATIONS.
2. BASIC DISPERSION, AND PERFORATED PIPE CONNECTION BMP HAS BEEN UTILIZED FOR THIS PLAT.
J. FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER.
FLOW CONTROL BMP TABLE
ROOF AREA ROUTED TO RESTRICTED IMPERVIOUS TOTAL AREA PERCENT IMPERVIOUS
LOT NO. LOT AREA (S.F..) SPLASH BLOCK (S.F.) AREA PER LOT MITIGATED MITIGATED
1 10169 1400 3505 1895 18.64
2 10983 1 1400 3485 1915 1744
3 10877 1 1400 3885 1515 1,193
1 WARM MM 051 MAJ se".ErEo-S&
warcx X�w ,Bea T 0
AS NOTED OPi:eMw IB&/1801 ,�
oESkXES: �I
RENTON
�A IXiE WCX �T�HI
CXECXEN ei EVU SLUE �VVII�I Plan ning/Buildin g/Pu bl is Works Dept.
NO. REVISION BY DATE APPR s "er oXE iXCH
..BBNWEO: WT W li
MN
BY:
BY:
BY:
BY:
SADDLEBROOK DIV. II
ROAD AND STORM DRAINAGE PLAN AND PROFILE
CA -
Date!
Date:
Date:
08.08.13
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FOUND PUNCHED BRASS
PLUG SET IN
CONCRETE FLUSH WITH
ROAD SURFACE
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SADDLEBROOK DI V. //
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z FOUND 4" CONCRETE
MONUMENT WITH
®I PUNCHED 2" DOMED
BRASS DISK DOWN 0.5'
IN MONUMENT CASE
C) I OF 14 COVER SHEET
C2 2 OF 14 EXIS77NO TOPOGRAPHY
C3 3 OF 14 HORIZONTAL AND VER77CAL CON7ROL PLAN
C4 4 OF 14 TREE RETEN77ON PLAN
C5 5 OF 14 CLEARING AND TESC PLAN
C6 6 OF 14 TESC NOTES AND DETAILS
C7 7 OF 14 GRADING PLAN
C8 8 OF 14 ROAD DETAILS AND CROSS SEC77ONS
C9 9 OF 14 ROAD AND STORM DRAINAGE PLAN AND PROFILE
CIO 10 OF 14 DETENTION POND PLAN VIEW
CI1 11 OF 14 DETENTON POND DETAIL
C12 12 OF 14 STORM DRAINAGE DETAILS
SS7 13 OF 14 SEWER EXTENSION PLAN
SS2 14 OF 14 SEWER EXTENSION PROFILE
LAI 1 OF 1 LANDSCAPE PLAN
Call 2 Working Days Before You Dig
Uhifiea Under 811Laatfon Center
(ID,MIT,NDOR,WN
156TH AVENUE SE CHANNELIZA77ON NOTE.•
CONTRACTOR, DEVELOPER AND ENGINEER TO COORDINATE RES7RIPING OF DOUBLE YELLOW CENTERLINE
AND FOGLINE WITH CITY TRANSPORTARON DEPARTMENT.
TRACT A SIGNA
IN LIEU OF A STREET NAME SIGN, ADDRESS SIGNS LIS77NG THE ADDRESSES OF L07S 1, 2 AND 3
WHICH ACCESS THE PUBLIC STREET VIA THE SHARED DRIVEWAY WILL BE INSTALLED AT THE
INTERSEC770M OF 7RACT A AND 156TH AVENUE SE.
Fs2E
5ryZ2 LJ-CL9 s_ _ Lww 1, 2 *0 g SMM" SE 9*04 1i;D WIN
s►{DTYS _ -R zAl fp affiWi K SYST&MS-
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77NG
THE
TILES CONDITION TO PREPARE THIS SURVEY AND THEREFORE D.R. STRONG CONSULTING ENGINEERS
INC. QUALIFIES THE MAP'S ACCURACY AND COMPLETENESS TO THAT EXTENT.
2. THIS SURVEY REPRESENTS VISIBLE PHYSICAL IMPROVEMENT COND177ONS EXIS77NG ON APRIL 18,
2013. ALL SURVEY CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN AUGUST,
2012.
J PROPERTY AREA = 38,715, SQUARE FEET (0.88881 ACRES).
4. ALL DISTANCES ARE IN FEET.
5. THIS IS A FIELD TRAVERSE SURVEY. A LEICA FIVE SECOND COMBINED ELECTRONIC TOTAL STATION
WAS USED TO MEASURE THE ANGULAR AND DISTANCE RELATIONSHIPS BETWEEN THE CONIROLL/NG
M0NUMENTA77ON AS SHOWN. CLOSURE RA ROS OF THE TRAVERSE MET OR EXCEEDED THOSE SPECIFIED
IN WAC 332 - 130 -090. ALL MEASURING INSTRUMENTS AND EQUIPMENT ARE MAINTAINED IN
ADJUSTMENT ACCORDING TO MANUFACTURER'S SPECIFICATIONS.
6. U77LITIES OTHER THAN THOSE SHOWN MAY EXIST ON THIS SITE. ONLY THOSE U77LI71ES WITH
EVIDENCE OF THEIR INSTALLATION VISIBLE AT GROUND SURFACE ARE SHOWN HEREON. UNDERGROUND
UTILITY LOCA77ONS SHOWN ARE APPROXIMATE ONLY. UNDERGROUND CONNEC71ONS ARE SHOWN AS
STRAIGHT LINES BETWEEN SURFACE UTILITY LOCA77ONS BUT MAY CONTAIN BENDS OR CURVES NOT
SHOWN. SOME UNDERGROUND LOCATONS SHOWN HEREON MAY HAVE BEEN TAKEN FROM PUBLIC
RECORDS. D.R. STRONG CONSULTING ENGINEERS INC. ASSUMES NO LIABILITY FOR THE ACCURACY OF
PUBLIC RECORDS.
LEGAL DESCRIPTION:
771E SOUTH 130 FEET OF LOT 5 IN BLOCK 2 OF JANETTS RENTON BOULEVARD TRACTS ACCORDING TO
PLAT RECORDED IN VOLUME 17 OF PLATS AT PAGE(S) 60, IN KING COUNTY, WASHINGTON;
EXCEPT THE EAST 290 FEET THEREOF.
L7CCCOCA /!"CC.
1. JANETYS RENTON BOULEVARD TRACTS RECORDED IN VOLUME 17 OF PLATS PAGE 60.
2. LIBERTY GROVE RECORDED IN VOLUME 241 OF PLATS PAGES 26 THROUGH 28, UNDER RECORDING
NUMBER 20070530000037.
VERTICAL DATUM.•
RAW 88 PER CITY OF RENTON VERTICAL CONTROL
BENCHMARK.•
L CITY OF RENTON CONTROL POINT NO. 210J PUNCHED BRASS PLUG SET IN CONCRETE FLUSH NTH
ROAD SURFACE AT THE /NTERSECRON OF SE. 1287H STREET AND 156TH AVENUE SE. AKA THE NORTH
QUARTER CORNER OF SEC77ON 14 -23 -5, ELEVARON = 54794 FEET
2. CITY OF RENTON CONTROL POINT NO. 1909: CONCRETE MONUMENT W17H TACK IN LEAD PLUG AT
THE INTERSEC77ON OF SE. 1397H ST. AND 156TH AVENUE SE., ELEVA77ON = 372.34 FEET.
BASIS OF BEARINGS.•
N0029.00 E BETWEEN THE MONUMENTS FOUND IN PLACE AT THE SOUTH AND NORTH QUARTER
CORNERS OF SEC77ON 14 -23 -5 PER REF. 2
D.R. STRONG AS NOTED
CONSULTING ENGINEERS "`°
ENGINEERS PLANNERS SURVEYORS ow.wx:
�
620 TTHAVENUE ND, WA 980.33 c "ccxso: cwA
•r rvu Eat
042582L3063 3 F42 F425.82L2423 IIAI F NOT ONE i"c"
NO. REVISION BY
rvonizo a x"m ieei %isn
DATUM
LEGEND:
I
PROJECT S17E
_
41,095 S.F. (0.94 ACRES)
SITE ADDRESS
13422 156TH AVENUE SE
RENTON, WASHINGTON
TAX PERCEL NUMBERS
3664500250
PROPOSED NUMBER OF LOTS
3
EXISTING ZONING.
R4
PROPOSED ZONING:
li
DENSITY PROPOSED/PERMITTED:
QI
LAND IN PUBLIC STREET
2,380 S.F. (0.05 ACRES)
SCHOOL DISTRICT.
RENTON 1403
ELEC7R/CITY AND NATURAL GAS
PUGET SOUND ENERGY
WATER DISTRICT-
WATER DISTRICT 90
Q
CITY OF RENTON
TELEPHONE:
CENTURnINK
EXIS77MG IMPERVIOUS
2,860 S.F.
PROPOSED IMPERVIOUS
15,300 S.F.
NET IMPERVIOUS INCREASE..
12,440 S.F.
e
I
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U.D-11
FOUND MONUMENT AS N07ED
SET STANDARD KING COUNTY
MONUMENT WITH BRASS DISK STAMPED
"DRS 37555" IN MONUMENT CASE.
FOUND CORNER MONUMENT AS AS
NOTED.
SET 518" X 24" REBAR WITH PLAS77C
CAP STAMPED `DRS 37555"
SET MAG NAIL WITH 1 112" ALUMINUM
WASHER STAMPED "DRS 37555
VBF VER77CAL BOARD FENCE
CLF CHAIN LINK FENCE
PROJECT CONTACTS.
VICINITY MAP
NORTH
PROJECT DATA:
TOTAL SITE AREA:
38,715 S.F. (0.89 ACRES)
TOTAL PROJECT AREA:
41,095 S.F. (0.94 ACRES)
SITE ADDRESS
13422 156TH AVENUE SE
RENTON, WASHINGTON
TAX PERCEL NUMBERS
3664500250
PROPOSED NUMBER OF LOTS
3
EXISTING ZONING.
R4
PROPOSED ZONING:
R4
DENSITY PROPOSED/PERMITTED:
3.8614.0
LAND IN PUBLIC STREET
2,380 S.F. (0.05 ACRES)
SCHOOL DISTRICT.
RENTON 1403
ELEC7R/CITY AND NATURAL GAS
PUGET SOUND ENERGY
WATER DISTRICT-
WATER DISTRICT 90
SEWER DISTRICT
CITY OF RENTON
TELEPHONE:
CENTURnINK
EXIS77MG IMPERVIOUS
2,860 S.F.
PROPOSED IMPERVIOUS
15,300 S.F.
NET IMPERVIOUS INCREASE..
12,440 S.F.
APPLI CANT / OWNER ............................ PNW HOLDINGS LLC
............................... ........................... 9675 SE 36TH STREET, SU17E 105
........................... ............................... MERCER ISLAND, WASHINGTON 98040
........................... ............................... (206) 588 -1147
........................... ............................... CONTACT.- JUSTIN LAGERS
........................... ............................... ✓USTNQPNWHOLDINGSCOM
CIVIL ENGI NEER ... ............................... D.R. STRONG CONSULTING ENGINEERS, INC
.............................. ............................ 620 77H AVENUE
........................... ............................... KIRKLAND, WASHINGTON 98033
........................... ............................... (425) 627 -3063
........................... ............................... CONTACT MAHER A. JOUDI, P.E.
........................... ............................... MAHER,JOUD/BORSTRONCCOM
R- 369008
CITY OF
RENTON
Planning /Building /Public Works Dept.
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NORTH
GRAPHIC SCALE
�m 20
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1 INCH = 20 FT.
RECOMMENDED FOR APPOVAL
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SADDLEBROOK DIV. II
COVER SHEET
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NE 114 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M..
SADDL EBROOK Dl V. //
IL�
Cal 2 Wori ft Days Before You Dig
Utilities Undergr 811Location Center
(ID,MT,ND,OR,WA)
\ \-------------��
FENCE CORNER IS
1.8'E x 5.7'S.
OF PROP. CORNER
FENCE CORNER IS
1.4'W OF PROP. LINE'.
I!
E t,i
t
i,
i
it ,.
„ N87'44'18'
VIM ill, H, ``
`FENCE CORNER IS
33'S. OF PROP. LINE
' GRAVEL DRIVE ENCROACHES
1.5' -2.0' OVER PROP. LINE
D.R. STRONG
p (� CONSULTING ENGINEERS
C \�J ENGINEERS PLANNERS SURVEYORS
6207TH AVENUE KIRKLAND, WA 96033
0 425 627.3063 F425.827.2423
LOT 5
BLOCK 2
JANETTS RENTON BOULEVARD TRACTS
VOL. 17, PG. 60
TAX PARCEL NO.
3664500240
" 297.32'
` SOUTH END OF -
FENCE IS 2.1'S
OF PROP. LINE
TAX PARCEL NO.
3664500260
LOT 2
KING COUNTY SHORT
PLAT NO. 976093, REC. NO. 7612010798
SNIS 's :AS NOTED
CWA SHE CN
YI►I ,I NOT ONE INOH
NO. REVISION BY DATE APPR "°'"a'E:... "..DN"`
FENCE LINE IS
0.6'S. OF PROP. LINE
HOftIZM'IOL NID 19 ]/1991
QATUAI
TAX PARCEL NO.
3664500245
FENCE CORNER IS
1.7'E. OF PROP. CORNER
FENCE LINE IS
0.4'S. OF PROP. CORNER
: 111, ) 4�' CITY OF
WILL
RENTON
Planning /Building /Public Works Dept.
LEGEND:
FOUND MONUMENT AS NOTED
SET STANDARD KING COUNTY
MONUMENT WITH BRASS DISK STAMPED
"DRS 37555" IN MONUMENT CASE.
FOUND CORNER MONUMENT AS AS
NOTED.
SET 518" X 24" REBAR WITH PLASTIC
CAP STAMPED DRS 37555"
SET MAG NAIL WITH 1 112" ALUMINUM
WASHER STAMPED "DRS 37555
VBF VER77CAL BOARD FENCE
Cy CHAIN LINK FENCE
R- 369009
NORTH
GRAPHIC SCALE
�� 2��
1 INCH = 20 FT.
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
SADDLEBROOK DIV. II
EXISTING TOPOGRAPHY
E D Ip'- 3(;:"To o(Z(
NG
08.08.13
C2
W
Z
U
W
O
0_
a
III
0
"s
m
m
0
•
•
NE 114 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M..
SADDL EBROOK Dl V. H
Cal 2 Workng Days Before You Dig
Uues Undergound811
ls Locabon Center
(ID,MT,ND,OR,WA)
CITY OF RENTON CONTROL
POINT NO. 1909
0
0
m
SE 139TH PL
I
w
'o- FOUND 4" CONCRETE MONUMENT WITH PUNCHED 2"
mDOMED BRASS DISK DOWN 0.5' IN MONUMENT CASE
a z
s� SE 144TH ST
D.R. STRONG
D p (� CONSULTING ENGINEERS
N \J ENGINEERS PLANNERS SURVEYORS
6207THAVENUE KIRKLAND, WA 98033
0 425 827 3063 F4258272423
VERTICAL DATUM.•
NAVD 88 PER CITY OF RENTON VER77CAL CONTROL
BENCHMARK.•
1. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH
ROAD SURFACE AT THE INTERSECTION OF SE. 128774 STREET AND 1567H AVENUE SE. AKA THE NORTH
QUARTER CORNER OF SEC77ON 14 -23 -5, ELEVA77ON = 547.94 FEET.
2. CITY OF RENTON CONTROL POINT NO 1909: CONCRETE MONUMENT WI774 TACK IN LEAD PLUG AT
774E INTERSECTION OF SE. 139TH Sr. AND 1567H AVENUE SE., ELEVA77ON = 372.34 FEET.
BASIS OF BEARINGS.
N007900E BETWEEN THE MONUMENTS FOUND IN PLACE AT 774£ SOUTH AND NORTH QUARTER N O F2T H
CORNERS OF SEC77ON 14 -23 -5 PER REF. 2
GRAPHIC SCALE
0 10 20 40
1 INCH= 20 FT
R- 369010
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
1 MYIARS MAI 09.28.13 MAI sOmEYED'; scut: .tnncu: ww isee oar:
NONlzowu, w reeonse, SADDLEBROOK DI V. II 08.08.13
C ONEO: AS NOTED F. ,} CITY OF
CW RENTON P
CWA ��� — HORIZONTAL AND VERTICAL CONTROL PLAN
ONE INEN
CHLC "E MAI .* eau scut planning /Building /Public Works Dept. Q3
IF NOT Q E INCN
NO. REVISION BY DATE APPR 5f1E ACC0g0KLY sam. v:
3 14
CD,R- 3r,:71:?oto IAHNINININIAk
CITY OF RENTON CONTROL
POINT NO. 2103,
FOUND PUNCHED BRASS PLUG
a
y
SET IN CONCRETE FLUSH WITH
m
ROAD SURFACE
N
— _
oT
ILSE
-
128TH ST
NE 114 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M..
SADDL EBROOK Dl V. H
Cal 2 Workng Days Before You Dig
Uues Undergound811
ls Locabon Center
(ID,MT,ND,OR,WA)
CITY OF RENTON CONTROL
POINT NO. 1909
0
0
m
SE 139TH PL
I
w
'o- FOUND 4" CONCRETE MONUMENT WITH PUNCHED 2"
mDOMED BRASS DISK DOWN 0.5' IN MONUMENT CASE
a z
s� SE 144TH ST
D.R. STRONG
D p (� CONSULTING ENGINEERS
N \J ENGINEERS PLANNERS SURVEYORS
6207THAVENUE KIRKLAND, WA 98033
0 425 827 3063 F4258272423
VERTICAL DATUM.•
NAVD 88 PER CITY OF RENTON VER77CAL CONTROL
BENCHMARK.•
1. CITY OF RENTON CONTROL POINT NO. 2103: PUNCHED BRASS PLUG SET IN CONCRETE FLUSH WITH
ROAD SURFACE AT THE INTERSECTION OF SE. 128774 STREET AND 1567H AVENUE SE. AKA THE NORTH
QUARTER CORNER OF SEC77ON 14 -23 -5, ELEVA77ON = 547.94 FEET.
2. CITY OF RENTON CONTROL POINT NO 1909: CONCRETE MONUMENT WI774 TACK IN LEAD PLUG AT
774E INTERSECTION OF SE. 139TH Sr. AND 1567H AVENUE SE., ELEVA77ON = 372.34 FEET.
BASIS OF BEARINGS.
N007900E BETWEEN THE MONUMENTS FOUND IN PLACE AT 774£ SOUTH AND NORTH QUARTER N O F2T H
CORNERS OF SEC77ON 14 -23 -5 PER REF. 2
GRAPHIC SCALE
0 10 20 40
1 INCH= 20 FT
R- 369010
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
1 MYIARS MAI 09.28.13 MAI sOmEYED'; scut: .tnncu: ww isee oar:
NONlzowu, w reeonse, SADDLEBROOK DI V. II 08.08.13
C ONEO: AS NOTED F. ,} CITY OF
CW RENTON P
CWA ��� — HORIZONTAL AND VERTICAL CONTROL PLAN
ONE INEN
CHLC "E MAI .* eau scut planning /Building /Public Works Dept. Q3
IF NOT Q E INCN
NO. REVISION BY DATE APPR 5f1E ACC0g0KLY sam. v:
3 14
CD,R- 3r,:71:?oto IAHNINININIAk
Z
U Qw
O
a Y
O
O
Ify
m
Ld
J
a
U]
f
-o
m
7ESC LEGEND
CONSTRUCRON LIMITS & HIGH VISIBILITY
PLASRC CONSMUCRON FENCE
X ^
HEALTHY TREES TO BE REMOVED
/( J� J\ DEAD, DISEASED OR DANGEROUS TREES
DRTPUNES OF TREES TO BE SAVED
TREES TO BE REMOVED FROM FRONTAGE
080 2 Working Days Before You Dig
Mies Undergro811Location Center
(ID,KfT,ND,OR,WA)
TREE RE7EN77ON CALCULA77ONS
TOTAL TREES ON SITE- .
38
TREES DEAD, DISEASED OR DANGEROUS:
10
TREES IN PRIVATE ACCESS TRACT
6
NET TREES:
i
TREES TO BE RETAINED, REQUIRED:
!i
;1
TREES TO BE RETAINED, PROPOSED:
10
DOUGLAS -17R
t
SUBXCT PROPERTY
4
DOUGLAS -nR
20
SUBXCT PROPERTY
5
DOUGLAS -FIR
20
SUB,ECT PROPERTY
6
DOUGLAS -FIR
22
I.
7
DOUGLAS -FlR
24
SUB,ECT PROPERTY
8
LOMBARDI POPLAR
18
SUB„£CT PROPERTY
9
KH17F POPLAR
14
i
10
DOUGLAS -FIR
26
SUBXCT PROPERTY
11
DOUGLAS -FIR
1.
SUBoECT PROPERTY
7ESC LEGEND
CONSTRUCRON LIMITS & HIGH VISIBILITY
PLASRC CONSMUCRON FENCE
X ^
HEALTHY TREES TO BE REMOVED
/( J� J\ DEAD, DISEASED OR DANGEROUS TREES
DRTPUNES OF TREES TO BE SAVED
TREES TO BE REMOVED FROM FRONTAGE
080 2 Working Days Before You Dig
Mies Undergro811Location Center
(ID,KfT,ND,OR,WA)
TREE RE7EN77ON CALCULA77ONS
TOTAL TREES ON SITE- .
38
TREES DEAD, DISEASED OR DANGEROUS:
10
TREES IN PRIVATE ACCESS TRACT
6
NET TREES:
i
TREES TO BE RETAINED, REQUIRED:
6.6
TREES TO BE RETAINED, PROPOSED:
10
7ESC LEGEND
CONSTRUCRON LIMITS & HIGH VISIBILITY
PLASRC CONSMUCRON FENCE
X ^
HEALTHY TREES TO BE REMOVED
/( J� J\ DEAD, DISEASED OR DANGEROUS TREES
DRTPUNES OF TREES TO BE SAVED
TREES TO BE REMOVED FROM FRONTAGE
080 2 Working Days Before You Dig
Mies Undergro811Location Center
(ID,KfT,ND,OR,WA)
TREE RE7EN77ON CALCULA77ONS
TOTAL TREES ON SITE- .
38
TREES DEAD, DISEASED OR DANGEROUS:
10
TREES IN PRIVATE ACCESS TRACT
6
NET TREES:
22
TREES TO BE RETAINED, REQUIRED:
6.6
TREES TO BE RETAINED, PROPOSED:
10
D.R. STRONG
D D (� CONSULTING ENGINEERS
.A. S ENGINEERS PLANNERS SURVEYORS
�Q) 6207THAVENUE KIRKLAND, WA 98033
0425827.3063 F425,827.2423
NO.
NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M..
SADDLEBROOK DI V. //
REVISION
BY I DATE I APPR
AS NOTED
QVE WCX
ALNLLY £
I xOT Elp
5 f ICCOPWI4LY
/ 1
T3 \
T32:
Ndtll OMA�L' t D 19B }%1991
DATUM
TREE Na
SPECIES
Dw
LOC4710N
1
APPLE
7
SUB,ECT PROPERTY
2
BIGLEAF MAPLE
24
SUBXCT PROPERTY
3
DOUGLAS -17R
11
SUBXCT PROPERTY
4
DOUGLAS -nR
20
SUBXCT PROPERTY
5
DOUGLAS -FIR
20
SUB,ECT PROPERTY
6
DOUGLAS -FIR
22
SUBXCT PROPERTY
7
DOUGLAS -FlR
24
SUB,ECT PROPERTY
8
LOMBARDI POPLAR
18
SUB„£CT PROPERTY
9
KH17F POPLAR
14
SUBXCT PROPERTY
10
DOUGLAS -FIR
26
SUBXCT PROPERTY
11
DOUGLAS -FIR
34
SUBoECT PROPERTY
12
DOUGLAS -FIR
24
SUB,ECT PROPERTY
13
DOUGLAS -FIR
22
SUB,ECT PROPERTY
14
LOMBARDI POPLAR
36
SUB,ECT PROPERTY
-15
LOMBARDI POPLAR
10
SUBXCT PROPERTY
16
ALDER
17
SUB,ECT PROPERTY
17
BLACK COTTONWOOD
13
SUB.ECT PROPERTY
18
BLACK COTTONWOOD
26
SUB,£CT PROPERTY
19
BLACK COTTONWOOD
20
SUB,ECT PROPERTY
20
BLACK COTTONWOOD
12
SUB,ECT PROPERTY
21
BLACK COTTONWOOD
12
SUB,ECT PROPERTY
22
BLACK COTTONWOOD
14
SUB,ECT PROPERTY
23
BLACK COTTONWOOD
13
SUB,ECT PROPERTY
24
BLACK COTTONWOOD
10
SUB,ECT PROPERTY
+25
BLACK COTTONWOOD
24
SUBXCT PROPERTY
-26
BLACK COTTONWOOD
16
SUB,ECT PROPERTY
27
BLACK COTTONWOOD
6
SUBXCT PROPERTY
28
BLACK COTTONWOOD
14
SUBXCT PROPERTY
29
BLACK COTTONWOOD
18
SUB,AECT PROPERTY
30
BLACK COTTONWOOD
24
SUBXCT PROPERTY
31
BLACK COTTONWOOD
16
SUBXCT PROPERTY
+32
BLACK COTTONWOOD
22
SUB,ECT PROPERTY
+33
DOUGLAS -FIR
26
SUB,ECT PROPERTY
"34
DOUGLAS -FlR
24
SUB,ECT PROPERTY
"35
DOUGLAS -FIR
14
SUBXCT PROPERTY
+36
22UGLAS -FlR
16
SUB,ECT PROPERTY
•37
DOUGLAS -FIR
14
SUBXCT PROPERTY
'38
DOUGLAS -FIR
26
SUBXCT PROPERTY
-TREE TO BE RETAINED
R- 369011
�= CITY OF
RENTON
Planning /Building /Public Works Dept.
I&
NORTH
GRAPHICSCALE
0 10 20 40
1 INCH = 20 FT.
i
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
SADDLEBROOK DIV. II
TREE RETENTION PLAN
00' A - 3(�740I I
08.08.13
T1EL�0'..':
owwlc xa
C4
4 X14
NNNA�
M_
Z;
U
W Q
O
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a Y
0
ry
m
W
J
D
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a°
a
m
m
oEr
Ci
d
V0,, •1 J
:I
TO BE REMOVED
r 1
ISTINC GRAVEL DRIVEWAY
Ce12 WoI Days Before You DIg
Utilities Undergr 811Locatio1 Center
(ID,1{T,ND•OR,WN
Sot,ll ��
i ? I
I,
1 _
OlU"
NOTES••
EXIS77NG FENCE TO
BE REA40WO
mu
m
1�1
1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED
NECESSARY BY CDR INSPECTOR.
2. ALL ONS17E EXISTING IMPROVEMENTS TO BE REMOVED. THIS INCLUDES ALL ONSITE
FENCES
THE TRAP WAS SIZED USING THE REQUIREMENTS STATED IN APPENDIX D OF THE 2009
KING COUNTY SURFACE WA7ER DESIGN MANUAL WHICH REQUIRES 2,080 S.F. OF
SURFACE AREA PER CIS OF INFLOW DEVELOPED 2 —YEAR STORM, 15 —MIN. TIME STEPS.
CATCHMENT AREA: 0.943 AC,
2 —YEAR PEAK FLOW RATE ................... 0.214 CFS
REQUIRED SURFACE AREA ..................... 445 S.F.
PROVIDED SURFACE AREA ..................... 1,077 S.F.
NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M..
SADDL EBR00K Dl V. //
BERM
i
CONS77?UC770N SEQUENCE••
1. SCHEDULE AND HOLD A PRE — CONSTRUCTION CONFERENCE MT14 THE CITY SITE
INSPECTOR.
2. FLAG OR FENCE CLEARING LIMITS.
J. POST SIGN M7H NAME AND PHONE NUMBER OF TESC SUPERVISOR.
4. RELOCATE EX. UTILITIES,' COORDINATE WITH SURVEYOR.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE.
6. DEMOLISH/REMOVE EX. IMPROVEMENTS WITHIN CLEARING LIMITS EXCEPT AS SHOWN.
7. INSTALL PERIMETER PR07EC77ON (REINFORCED SILT FENCES).
8. BEGIN DETENTION POND CONSTRUCTION.
9. INSTALL CB 4 AND UTILIZE TO COLLECT RUNOFF FROM ACCESS ROAD. PUMP
RUNOFF TO DETE77ON POND AS SHOWN.
10. GRADE AND INSTALL INTERCEPTOR SWALES WITH CHECK DAMS.
11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE 107H CITY STANDARDS AND
MANUFACTURER'S RECOMMENDATIONS.
12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS
SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN
ACCORDANCE WITH THE CITY'S 7ESC MINIMUM REQUIREMENTS VAULT MAY BE
UTILIZED FOR SEDIMENT CONTROL ONCE COMPLETE (PLUG VAULT OUTLET AND
DISPOSE OF SEDIMENT LADEN WATER IN A MANNER APPROVED BY THE CITY OF
RENTON).
13 COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING
THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD
FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT.
14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN JO DAYS.
16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED
AND BMPS REMOVED IF APPROPRIATE
1Z ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED
NECESSARY BY CITY OF RENTON INSPECTOR.
D.R. STRONG
EEDD CONSULTING ENGINEERS
LS ENGINEERS PLANNERS SURVEYORS
L D S
6207TH AVENUE KIRKLAND, WA 98633
0025827.3063 F425.8272423
NO.
REVISION
I.
NI
01 `
�y I ,CONSTRUCTION STAGING AREA: I oC
ALL CONSTRUCTION MATERIALS '
' AND LIQUIDS TO BE I STORED 1 (9
® I HERE (IN TRAILERS) AND ONLY
HERE AT ALL TIMES AREA
SHALL BE LINED WITH PLASTIC I
✓, AND RIP RAP PRIOR TO ANY
ACTIVITY.
PS �,
BY I DATE I APPR
TESC LEGEND
CONSTRUCTION LIMITS
i
TREE PR07EC77ON FENCE
REINFORCED SILT FENCE
1. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED
NECESSARY BY CDR INSPECTOR.
2. ALL ONS17E EXISTING IMPROVEMENTS TO BE REMOVED. THIS INCLUDES ALL ONSITE
FENCES
THE TRAP WAS SIZED USING THE REQUIREMENTS STATED IN APPENDIX D OF THE 2009
KING COUNTY SURFACE WA7ER DESIGN MANUAL WHICH REQUIRES 2,080 S.F. OF
SURFACE AREA PER CIS OF INFLOW DEVELOPED 2 —YEAR STORM, 15 —MIN. TIME STEPS.
CATCHMENT AREA: 0.943 AC,
2 —YEAR PEAK FLOW RATE ................... 0.214 CFS
REQUIRED SURFACE AREA ..................... 445 S.F.
PROVIDED SURFACE AREA ..................... 1,077 S.F.
NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M..
SADDL EBR00K Dl V. //
BERM
i
CONS77?UC770N SEQUENCE••
1. SCHEDULE AND HOLD A PRE — CONSTRUCTION CONFERENCE MT14 THE CITY SITE
INSPECTOR.
2. FLAG OR FENCE CLEARING LIMITS.
J. POST SIGN M7H NAME AND PHONE NUMBER OF TESC SUPERVISOR.
4. RELOCATE EX. UTILITIES,' COORDINATE WITH SURVEYOR.
5. GRADE AND INSTALL CONSTRUCTION ENTRANCE.
6. DEMOLISH/REMOVE EX. IMPROVEMENTS WITHIN CLEARING LIMITS EXCEPT AS SHOWN.
7. INSTALL PERIMETER PR07EC77ON (REINFORCED SILT FENCES).
8. BEGIN DETENTION POND CONSTRUCTION.
9. INSTALL CB 4 AND UTILIZE TO COLLECT RUNOFF FROM ACCESS ROAD. PUMP
RUNOFF TO DETE77ON POND AS SHOWN.
10. GRADE AND INSTALL INTERCEPTOR SWALES WITH CHECK DAMS.
11. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE 107H CITY STANDARDS AND
MANUFACTURER'S RECOMMENDATIONS.
12. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS
SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN
ACCORDANCE WITH THE CITY'S 7ESC MINIMUM REQUIREMENTS VAULT MAY BE
UTILIZED FOR SEDIMENT CONTROL ONCE COMPLETE (PLUG VAULT OUTLET AND
DISPOSE OF SEDIMENT LADEN WATER IN A MANNER APPROVED BY THE CITY OF
RENTON).
13 COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING
THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD
FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT.
14. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS.
15. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN JO DAYS.
16. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED
AND BMPS REMOVED IF APPROPRIATE
1Z ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED AS DEEMED
NECESSARY BY CITY OF RENTON INSPECTOR.
D.R. STRONG
EEDD CONSULTING ENGINEERS
LS ENGINEERS PLANNERS SURVEYORS
L D S
6207TH AVENUE KIRKLAND, WA 98633
0025827.3063 F425.8272423
NO.
REVISION
I.
NI
01 `
�y I ,CONSTRUCTION STAGING AREA: I oC
ALL CONSTRUCTION MATERIALS '
' AND LIQUIDS TO BE I STORED 1 (9
® I HERE (IN TRAILERS) AND ONLY
HERE AT ALL TIMES AREA
SHALL BE LINED WITH PLASTIC I
✓, AND RIP RAP PRIOR TO ANY
ACTIVITY.
PS �,
BY I DATE I APPR
TESC LEGEND
R- 369012
sis W I.E. CITY OF
S NOTED NORIZONI0.: XID 1995/1991 �;
%w /�
RENTON
CWA QVE�WCN
.N� ,E L Plan ning/Building /Public Works Dept.
MAJ If NOT ONE INCH
MAJ
I&
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
SADDLEBROOK DIV. II
CLEARING AND TESC PLAN
08.08.13
nETUeoolc
>W�
C5
5
CONSTRUCTION LIMITS
12" TEMPORARY CULVERT
TREE PR07EC77ON FENCE
REINFORCED SILT FENCE
O
REMOVE EXIS77NG STRUCTURE
0 0 0
STABILIZED CONSTRUCTION EN7RANCE
TREE TO BE REMOVED
®
CHECK DAM
DC
DUST CONTROL
Nu
MULCHING, MATTING, & COMPOST BLANKETS
O
INLET PR07EC77ON
P5
PERMANENT SEEDING AND PLANTING
STREET SWEEPING & VACUUM1NG
... .. —
INTERCEPTOR SWALE
R- 369012
sis W I.E. CITY OF
S NOTED NORIZONI0.: XID 1995/1991 �;
%w /�
RENTON
CWA QVE�WCN
.N� ,E L Plan ning/Building /Public Works Dept.
MAJ If NOT ONE INCH
MAJ
I&
NORTH
GRAPHIC SCALE
0 10 20 40
1 INCH = 20 FT.
SADDLEBROOK DIV. II
CLEARING AND TESC PLAN
08.08.13
nETUeoolc
>W�
C5
5
Z
F
U Q
a Y
�
Or�/
LL
W
W
J
Q
N
3 ST
ED
a
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Ol
RR
RP
IN
m
m
REST 14N0 , IS N�
BER. EB.WaWWIA4E0
ECONA ER, IF IREOR
H.B.HH'AMRA
ENGiH F1BPIC
NI
1. CONDITION OF U&E
BUT FENCE WYSE USED DOWNSLOPIE OFALL DISTURBED gREAS.
12 BUT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS. NOR IS INTENDED TO TREAT SUBSTANTIAL MOUNTS OF OVERLAND FLOW.
HNYCCNCEMRATE0 HUMMOSTBE CQ`NEYEO THROUGH THE DRAINAGE SYSTEM TO A SEDIMENTTRAP OR POND.
2 DESIGN NIDWiALIAlION 8PEC61CATONS
21. THE GEOTEXRIE USEDMOSTMET THE STANDARD LISTED BELLOW.A WRI OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE
LMINNnB _
nmSK +l Fw
weroLSIESI Le MBINeu muslm,aNUUc
mm,fBm,N,nax nxA,.x ....NOMBANDIDMIDIDIGHTFUND
AMMARD
3,2 S
STANDARD STRIslGMF
SPACING NAY BE BEGIN
23. W
WHOSE THE FENCE IS
3,2 S
STANDARD STRIslGMF
SPACING NAY BE BEGIN
23. W
WHOSE THE FENCE IS
3
1
ORCLOSERPOST
PUBLIC WORKS
DEPARTMENT
SILT FENCE SETD• PLAN - 214.00
MARCH 2008
.I BLOPEs
NOTES
1. CONDRIONOFUSE
1.1. WERE CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM PONDS OR TRAPS.
12, TO CONVEY RUNOFF WERCEPTED FROM UNDISTURBED AREAS AROUND THE SHE TO A NOWEROSIVE DISCHARGE POINT.
2 MAINTENANCE STANDARDS
2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL
DESIGN CAPACITY.
22. THE CHECK DAM55HALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND ERO:
HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET.
PUBLIC WORKS CHECK DAMS SPACING AND
DEPARTMENT CROSS SECTIONS
IL�
Cal 2 Workig Days Before You Dig
UtUm Undergroun8 d dLocat on Center
OD,MT,ND,OR,WA)
STD. PLAN - 217.40
MARCH 2008
NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M..
SADDL EBROOK DI V. //
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rt NRECN4FMNTIUTiIE
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RED
INS TALL ORIVEWA�RT IF THERE
IS A ROW W I DE DITCH PRESE W. AS
PE R CITY ROAD ETANWRCE
R. A.ODAMY SPATHE
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NOTES W RCssECRE
1, CONDITION OF USE
1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVERTRAFFICWILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON
PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SIZE.
2. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BON BE USED
FOR PERMANENT BOMB. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR WAY
AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO
PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT.
22. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE.
2.3. 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 SPILLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WIFE THE SPECIFICATIONS.
3.2 IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE
STREETS FREE OF SEDIMENT $HALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF ME
ENTRANCE, OR ME INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH
CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND.
3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY
SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET,
EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A
SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED IWO THE SUMP WHERE IT CAN BE CONTROLLED AND
DISCHARGED APPROPRIATELY.
3A. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY.
3.6. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE
IF TO CONTROL TRAFFIC.
� ®�Q STD. PLAN - 215.10
PUBLIC WORKS STABILIZED
DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2008
GMBRNSIIFSwEBNGTH A5TMG431 Hp P51 MIN.
G0.4BRN]ILEELONGATON ASTM04G33 3P.E WO..
MUtLFN BU.¢STSTRFNGIH ABTMD3]Mr�4 4W P31 MN.
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EROS /ON CONTROL NOTES & SPECIFICA IONS
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ISOMETRIC VIEW
NDTES
1. Blze Na BeM,Inbl See OeNm (BIGD)La On alam wetaralncNrell YAllmMte.
2, TM BIGD NnII New ebulttAn b {M1M1w RAW vyelem (me,lbv tryyaas}
3. TM reWewlayalan mull Bllpx renarelNUIe BIGD WYwvtapllll,q lM1eaYlepatl maleelal.
C. Pe,lo,m maNlalance In a'm1Eer.'e With
3Mr0ad SPotllblbn 801.3D5).
Y STD.
PUBLIC WORKS CATCH BASIN FILTER PLAN - 210.90
DEPARTMENT MARCH 2008
1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL ESC PLAN DOES NOT CONS777U7E AN APPROVAL OF PERMANENT ROAD OR DRAINAGE
DESIGN (E. G, SIZE AND COCA RON OF ROADS PIPES, RESTRICTORS CHANNELS RETENTION FACILITIES, UTILITIES, , ETC.).
2. THE /MPLEMENTA RON OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACIL /TIES
IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNRL ALL CONSTRUCTION IS APPROVED.
J. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CON77N000S LENGTH OF SURVEY TAPE (OR
FENCING, IF REQUIRED) PRIOR TO CONS7RUC770N. DURING THE CONSTRUCTION PER /OD, NO DISTURBANCE BEYOND THE CLEARING C/M175 SHALL BE
PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO
ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPfRRES IS M /N /MIZED.
5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANT/C/PATEO SITE CONDITIONS DURING THE CONSTRUCTION
PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND M00 /PIED TO ACCOUNT FOR CHANGING SITE
CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES ETC.).
6. THE ESC FAC ILITIES SHALL BE INSPECTED GAILY BY THE APPLICANT/ESC SUPERNSOR AND MAINTAINED TO ENSURE CONRNUED PROPER
FUNCTIONING WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND
OF MONTHLY RENEWS DURING THE DRY SEASON (MAY 1 TO SEPT 30).
7. ANY AREAS OF EXPOSED SO /LS INCLUDING ROADWAY EMBANKMENTS THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON
OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (f.G, SEEDING, MULCHING, PLASTIC
COVERING, ETC.).
8. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENRON SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS.
9. THE ESC FACILITES ON INACRVE S /TES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY -EIGHT (48)
HOURS FOLLOWING A STORM EVENT.
10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE W17H /N A CATCH BASIN ALL CATCH BAS /NS AND
CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PA NNG. THE CLEANING OPERARON SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE
DOWNSTREAM SYSTEM.
11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE
DURA RON OF THE PROJECT. ADDITIONAL MEASURES SUCH AS WASH PADS MAY BE RENT /RED TO ENSURE THAT ALL PAVED AREAS ARE KEPT
CLEAN FOR THE DURARON OF THE PROJECT.
12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL
MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. lF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE
TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEE T ABOVE THE L GRADE OF THE PERMANENT
FACILITY.
13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MAN /MUM THICKNESS OF 2 TO 3 INCHES.
14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE RENEWED TO IDENTIFY WHICH ONES CAN BE SEEDED
IN PREPARARON FOR THE WINTER RAINS DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A
SKETCH MAP OF ]HOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DOES INSPECTOR. THE
DOES INSPECTOR CAN REQUIRE SEEDING OF AODIRONAL AREAS IN ORDER TO PROTECT SURFACE WATERS ADJACENT PROPERTIES, OR DRAINAGE
TREE PROTECTION MEASURES
1'MI� LEVEL BOIIOM III -III-
�
_ _m =111- II
SWALE SPACING GEPENOB IXISLPPE4RMEM
NOTES
1. CON GREEN OF USE
I.E. REQUIRED AT:
1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3N:IV AND WRN MORE MAN 20 FEET OF VERTICAL RELIEF.
1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW.
S. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. FOR SLOPES STEEPER THAN 2HaV WITH MORE THAN IO FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER
SPACED INTERCEPTOR SWALES MAYBE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEERTO EFFECTNELY
INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT PgJD OR1RAP.
22. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED.
3. MAINTENANCE STANDARDS
3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVT 'SHALL BE REPAIRED IMMEDIATELY.
3.2, IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACIry ANDbR FREQUENCY OFTHE SWALES SHALL
LINK FENCE SHALL BE
IVA
AVEPAGF SLOPF SLOPF PERCFNi F10WPAlX1EtIGTN
30H:1V 36% MEW
3UTO30 H:1V B1p36 30JFFEF
(4 TO 1G H:3V 1635% 1W FEET
I3T04 H:1V 25 57A SOFFEi
BE
INCREASED.
STD. PLAN - 217.10
� � 4 PUBLIC WORKS INTERCEPTOR SWALE
,p- D DEPARTMENT MARCH 2008
o. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS SUPPLIES OR FLU /OS OPERATE ANY
EQUIPMENT, INSTALL IMPERVIOUS SURFACES OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE GRIP LINE OF ANY TREE TO BE RETAINED.
b. FENCED PROTECRON AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (B) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE GRIP LINES OF
ALL RETAINED TREES OR ALONG THE PERIMETER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (BO) lNDlCA71NG THE WORDS, NO
TRESPASSING - PROTECTED TREES" OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50). S /TE ACCESS TO INDIVIDUALLY PROTECTED TREES OR CROUPS OF ]BEES SHALL
BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERNSION WHENEVER EQUIPMENT OR TRUCKS ARE
MOVING NEAR TREES.
C. PROTECTION FROM GRADE CHANGES: F THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK
WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S GRIP LINE.
d. IMPERVIOUS SURFACES PROHIBITED WITHIN THE GRIP LINE THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE GRIP LINE OF ANY
TREE TO BE RETAINED.
e. RESTR/CRONS ON GRADING WITHIN THE DRIP LINES OF RETAINED ]BEES THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE
FOLLOWING AREAS: (l) THE AREA DEFINED BY THE GRIP LINE OF THE TREE, OR (11) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE -HALF FEET (1 -1 12) IN DIAMETER FOR EACH
ONE INCH OF TREE CALIPER. THE RENEWING OFFICIAL MAY REQUIRE A LARGER TREE PR07ECRON ZONE BASED ON TREE SIZE, SPECIES SOIL, OR OTHER CONDITIONS
/. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3) OF BARK MULCH PRIOR 70
INSTALLATION OF THE PROTECTVE FENCING EXCEPRONS MAY BE APPROVED BY THE REVIEWING OFFICIAL IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS
g. LION /TOR /NC REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND R00T5,
FERRUZE, AND WATER AS APPROPRIATE FOR ANY ]BEES AND GROUND COVER WHICH ARE TO BE RETAINED.
NO
1. 6 -FT. HIGH TEMPORARY CHAIN
I ,. , .W:•, �. III _,. , -•, ���������
',- •' i. , li;l' � „ '. i I I�, ,, 11II. oiiiii0ii4
TREE PROTECTION DETAIL
AT Fuu saLE
0425821.3063 F425821.2423 TIM IwFEE�TUxaxpl�wrr
N0. REVISION BY DATE APPR APP"�;,,,
xTRncAl xro 19Be
NORIEONLOIL Na➢ 198]/1991 Q� CITY OF
D.R. STRONG
D p S CONSULTING ENGINEERS BEHG „ED. AS NOTED
ENGINEERS PLANNERS SURVEYORS DPAWH:
CWA�620 7TH AVENUE KlRKL4N0, WA 98033 CHECKED,
REN TON
QATUM
Planning /Building /Public Works Dept.
R- 369013
RECOMME FORAPPOVAL
BY Date: a a
BY: Date:
BY: Date:
BY: Date:
SADDLEBROOK DIY. II
TESL NOTES AND DETAILS
08.08.13
RDCAYM(:
PALE
CB
EROS /ON CONTROL NOTES & SPECIFICA IONS
5'AIAL
GRIMACE tlUIE TRIM
bye' GMTEFRNIE�
6 �O
sEBWERTAxB BEBR6
a • WERFLOW BYPASS
•b •b
BELOW INLEicMTE DEVICE
FILTERED
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e e
SECTONNEW
OPAWAGEGMTE
- RECTANGIILMtlUIEBIWMI RETRIEVAL BVBIEM BYP.
BFIOW INLETGIUTe- LE410E pyERFLOW BYPAA9ITYP.I
ISOMETRIC VIEW
NDTES
1. Blze Na BeM,Inbl See OeNm (BIGD)La On alam wetaralncNrell YAllmMte.
2, TM BIGD NnII New ebulttAn b {M1M1w RAW vyelem (me,lbv tryyaas}
3. TM reWewlayalan mull Bllpx renarelNUIe BIGD WYwvtapllll,q lM1eaYlepatl maleelal.
C. Pe,lo,m maNlalance In a'm1Eer.'e With
3Mr0ad SPotllblbn 801.3D5).
Y STD.
PUBLIC WORKS CATCH BASIN FILTER PLAN - 210.90
DEPARTMENT MARCH 2008
1. APPROVAL OF THIS EROSION AND SEDIMENT CONTROL ESC PLAN DOES NOT CONS777U7E AN APPROVAL OF PERMANENT ROAD OR DRAINAGE
DESIGN (E. G, SIZE AND COCA RON OF ROADS PIPES, RESTRICTORS CHANNELS RETENTION FACILITIES, UTILITIES, , ETC.).
2. THE /MPLEMENTA RON OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACIL /TIES
IS THE RESPONSIBILITY OF THE APPLICANT/ESC SUPERVISOR UNRL ALL CONSTRUCTION IS APPROVED.
J. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED BY A CON77N000S LENGTH OF SURVEY TAPE (OR
FENCING, IF REQUIRED) PRIOR TO CONS7RUC770N. DURING THE CONSTRUCTION PER /OD, NO DISTURBANCE BEYOND THE CLEARING C/M175 SHALL BE
PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.
4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO
ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPfRRES IS M /N /MIZED.
5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANT/C/PATEO SITE CONDITIONS DURING THE CONSTRUCTION
PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED STORM EVENTS AND M00 /PIED TO ACCOUNT FOR CHANGING SITE
CONDITIONS (E.G., ADDITIONAL SUMP PUMPS, RELOCATION OF DITCHES AND SILT FENCES ETC.).
6. THE ESC FAC ILITIES SHALL BE INSPECTED GAILY BY THE APPLICANT/ESC SUPERNSOR AND MAINTAINED TO ENSURE CONRNUED PROPER
FUNCTIONING WRITTEN RECORDS SHALL BE KEPT OF WEEKLY REVIEWS OF THE ESC FACILITES DURING THE WET SEASON (OCT. 1 TO APRIL 30) AND
OF MONTHLY RENEWS DURING THE DRY SEASON (MAY 1 TO SEPT 30).
7. ANY AREAS OF EXPOSED SO /LS INCLUDING ROADWAY EMBANKMENTS THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON
OR SEVEN DAYS DURING THE DRY SEASON SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (f.G, SEEDING, MULCHING, PLASTIC
COVERING, ETC.).
8. ANY AREA NEEDING ESC MEASURES NOT REQUIRING IMMEDIATE ATTENRON SHALL BE ADDRESSED WITHIN FIFTEEN (15) DAYS.
9. THE ESC FACILITES ON INACRVE S /TES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN FORTY -EIGHT (48)
HOURS FOLLOWING A STORM EVENT.
10. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE W17H /N A CATCH BASIN ALL CATCH BAS /NS AND
CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PA NNG. THE CLEANING OPERARON SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE
DOWNSTREAM SYSTEM.
11. STABILIZED CONSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE
DURA RON OF THE PROJECT. ADDITIONAL MEASURES SUCH AS WASH PADS MAY BE RENT /RED TO ENSURE THAT ALL PAVED AREAS ARE KEPT
CLEAN FOR THE DURARON OF THE PROJECT.
12. ANY PERMANENT FLOW CONTROL FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL
MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. lF THE FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE
TEMPORARY FACILITY MUST BE GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEE T ABOVE THE L GRADE OF THE PERMANENT
FACILITY.
13. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MAN /MUM THICKNESS OF 2 TO 3 INCHES.
14. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE RENEWED TO IDENTIFY WHICH ONES CAN BE SEEDED
IN PREPARARON FOR THE WINTER RAINS DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A
SKETCH MAP OF ]HOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE DOES INSPECTOR. THE
DOES INSPECTOR CAN REQUIRE SEEDING OF AODIRONAL AREAS IN ORDER TO PROTECT SURFACE WATERS ADJACENT PROPERTIES, OR DRAINAGE
TREE PROTECTION MEASURES
1'MI� LEVEL BOIIOM III -III-
�
_ _m =111- II
SWALE SPACING GEPENOB IXISLPPE4RMEM
NOTES
1. CON GREEN OF USE
I.E. REQUIRED AT:
1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3N:IV AND WRN MORE MAN 20 FEET OF VERTICAL RELIEF.
1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELLOW.
S. DESIGN AND INSTALLATION SPECIFICATIONS
2.1. FOR SLOPES STEEPER THAN 2HaV WITH MORE THAN IO FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER
SPACED INTERCEPTOR SWALES MAYBE USED. THE DESIRE MEASURE MOST BE DESIGNED BY AN ENGINEERTO EFFECTNELY
INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT PgJD OR1RAP.
22. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED.
3. MAINTENANCE STANDARDS
3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVT 'SHALL BE REPAIRED IMMEDIATELY.
3.2, IF THE FACILITY DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACIry ANDbR FREQUENCY OFTHE SWALES SHALL
LINK FENCE SHALL BE
IVA
AVEPAGF SLOPF SLOPF PERCFNi F10WPAlX1EtIGTN
30H:1V 36% MEW
3UTO30 H:1V B1p36 30JFFEF
(4 TO 1G H:3V 1635% 1W FEET
I3T04 H:1V 25 57A SOFFEi
BE
INCREASED.
STD. PLAN - 217.10
� � 4 PUBLIC WORKS INTERCEPTOR SWALE
,p- D DEPARTMENT MARCH 2008
o. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS SUPPLIES OR FLU /OS OPERATE ANY
EQUIPMENT, INSTALL IMPERVIOUS SURFACES OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE GRIP LINE OF ANY TREE TO BE RETAINED.
b. FENCED PROTECRON AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (B) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE GRIP LINES OF
ALL RETAINED TREES OR ALONG THE PERIMETER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (BO) lNDlCA71NG THE WORDS, NO
TRESPASSING - PROTECTED TREES" OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50). S /TE ACCESS TO INDIVIDUALLY PROTECTED TREES OR CROUPS OF ]BEES SHALL
BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERNSION WHENEVER EQUIPMENT OR TRUCKS ARE
MOVING NEAR TREES.
C. PROTECTION FROM GRADE CHANGES: F THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK
WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S GRIP LINE.
d. IMPERVIOUS SURFACES PROHIBITED WITHIN THE GRIP LINE THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE GRIP LINE OF ANY
TREE TO BE RETAINED.
e. RESTR/CRONS ON GRADING WITHIN THE DRIP LINES OF RETAINED ]BEES THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE
FOLLOWING AREAS: (l) THE AREA DEFINED BY THE GRIP LINE OF THE TREE, OR (11) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE -HALF FEET (1 -1 12) IN DIAMETER FOR EACH
ONE INCH OF TREE CALIPER. THE RENEWING OFFICIAL MAY REQUIRE A LARGER TREE PR07ECRON ZONE BASED ON TREE SIZE, SPECIES SOIL, OR OTHER CONDITIONS
/. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3) OF BARK MULCH PRIOR 70
INSTALLATION OF THE PROTECTVE FENCING EXCEPRONS MAY BE APPROVED BY THE REVIEWING OFFICIAL IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS
g. LION /TOR /NC REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND R00T5,
FERRUZE, AND WATER AS APPROPRIATE FOR ANY ]BEES AND GROUND COVER WHICH ARE TO BE RETAINED.
NO
1. 6 -FT. HIGH TEMPORARY CHAIN
I ,. , .W:•, �. III _,. , -•, ���������
',- •' i. , li;l' � „ '. i I I�, ,, 11II. oiiiii0ii4
TREE PROTECTION DETAIL
AT Fuu saLE
0425821.3063 F425821.2423 TIM IwFEE�TUxaxpl�wrr
N0. REVISION BY DATE APPR APP"�;,,,
xTRncAl xro 19Be
NORIEONLOIL Na➢ 198]/1991 Q� CITY OF
D.R. STRONG
D p S CONSULTING ENGINEERS BEHG „ED. AS NOTED
ENGINEERS PLANNERS SURVEYORS DPAWH:
CWA�620 7TH AVENUE KlRKL4N0, WA 98033 CHECKED,
REN TON
QATUM
Planning /Building /Public Works Dept.
R- 369013
RECOMME FORAPPOVAL
BY Date: a a
BY: Date:
BY: Date:
BY: Date:
SADDLEBROOK DIY. II
TESL NOTES AND DETAILS
08.08.13
RDCAYM(:
PALE
CB
BE
INCREASED.
STD. PLAN - 217.10
� � 4 PUBLIC WORKS INTERCEPTOR SWALE
,p- D DEPARTMENT MARCH 2008
o. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS SUPPLIES OR FLU /OS OPERATE ANY
EQUIPMENT, INSTALL IMPERVIOUS SURFACES OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE GRIP LINE OF ANY TREE TO BE RETAINED.
b. FENCED PROTECRON AREA REQUIRED: THE APPLICANT SHALL ERECT AND MAINTAIN SIX FOOT (B) HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE GRIP LINES OF
ALL RETAINED TREES OR ALONG THE PERIMETER OF A STAND OF RETAINED TREES. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (BO) lNDlCA71NG THE WORDS, NO
TRESPASSING - PROTECTED TREES" OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50). S /TE ACCESS TO INDIVIDUALLY PROTECTED TREES OR CROUPS OF ]BEES SHALL
BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERNSION WHENEVER EQUIPMENT OR TRUCKS ARE
MOVING NEAR TREES.
C. PROTECTION FROM GRADE CHANGES: F THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK
WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE'S GRIP LINE.
d. IMPERVIOUS SURFACES PROHIBITED WITHIN THE GRIP LINE THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE GRIP LINE OF ANY
TREE TO BE RETAINED.
e. RESTR/CRONS ON GRADING WITHIN THE DRIP LINES OF RETAINED ]BEES THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE
FOLLOWING AREAS: (l) THE AREA DEFINED BY THE GRIP LINE OF THE TREE, OR (11) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE -HALF FEET (1 -1 12) IN DIAMETER FOR EACH
ONE INCH OF TREE CALIPER. THE RENEWING OFFICIAL MAY REQUIRE A LARGER TREE PR07ECRON ZONE BASED ON TREE SIZE, SPECIES SOIL, OR OTHER CONDITIONS
/. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3) OF BARK MULCH PRIOR 70
INSTALLATION OF THE PROTECTVE FENCING EXCEPRONS MAY BE APPROVED BY THE REVIEWING OFFICIAL IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS
g. LION /TOR /NC REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A PROFESSIONAL ARBORIST OR OTHER QUALIFIED PROFESSIONAL TO PRUNE BRANCHES AND R00T5,
FERRUZE, AND WATER AS APPROPRIATE FOR ANY ]BEES AND GROUND COVER WHICH ARE TO BE RETAINED.
NO
1. 6 -FT. HIGH TEMPORARY CHAIN
I ,. , .W:•, �. III _,. , -•, ���������
',- •' i. , li;l' � „ '. i I I�, ,, 11II. oiiiii0ii4
TREE PROTECTION DETAIL
AT Fuu saLE
0425821.3063 F425821.2423 TIM IwFEE�TUxaxpl�wrr
N0. REVISION BY DATE APPR APP"�;,,,
xTRncAl xro 19Be
NORIEONLOIL Na➢ 198]/1991 Q� CITY OF
D.R. STRONG
D p S CONSULTING ENGINEERS BEHG „ED. AS NOTED
ENGINEERS PLANNERS SURVEYORS DPAWH:
CWA�620 7TH AVENUE KlRKL4N0, WA 98033 CHECKED,
REN TON
QATUM
Planning /Building /Public Works Dept.
R- 369013
RECOMME FORAPPOVAL
BY Date: a a
BY: Date:
BY: Date:
BY: Date:
SADDLEBROOK DIY. II
TESL NOTES AND DETAILS
08.08.13
RDCAYM(:
PALE
CB
AT Fuu saLE
0425821.3063 F425821.2423 TIM IwFEE�TUxaxpl�wrr
N0. REVISION BY DATE APPR APP"�;,,,
xTRncAl xro 19Be
NORIEONLOIL Na➢ 198]/1991 Q� CITY OF
D.R. STRONG
D p S CONSULTING ENGINEERS BEHG „ED. AS NOTED
ENGINEERS PLANNERS SURVEYORS DPAWH:
CWA�620 7TH AVENUE KlRKL4N0, WA 98033 CHECKED,
REN TON
QATUM
Planning /Building /Public Works Dept.
R- 369013
RECOMME FORAPPOVAL
BY Date: a a
BY: Date:
BY: Date:
BY: Date:
SADDLEBROOK DIY. II
TESL NOTES AND DETAILS
08.08.13
RDCAYM(:
PALE
CB
SADDLEBROOK DIY. II
TESL NOTES AND DETAILS
08.08.13
RDCAYM(:
PALE
CB
a
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NE 114 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M..
SADDLEBROOK DI V. II
i 1 11 FT]
C41 Working Days Before You Dig
Utike Uldergro8 d Location Corder
(ID,MT,ND,OR,WA)
VER77CAL DATUM:
NAVD 88 PER CITY OF RENTON VER77CAL CONTROL
SOIL NO7ES•
1. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT
COMPLEBON WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE
FACILITY MUST BE PROTECTED. 774E DUFF LAYER AND NA77VE TOPSOIL SHALL BE RETAINED IN AN
UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE.
2 ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED,
CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CR/BCAL AREAS THE MATERIAL SHALL BE
REAPPLIED TO OTHER POR77ONS OF THE SITE WHERE FEASIBLE.
J. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER
OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO M/BGATE FOR LOST OF MOISTURE — HOLDING
CAPACITY. 7HE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OC70SER 1. REPLACED TOPSOIL
SHALL BE A MINIMUM 8 INCHES THICK REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT
BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS.
GENERAL NOTES
S17E AREA: 38,715 S.F. = 0.89 ACRES
PROJECT AREA: 41,095 S.F. = 0.94 ACRES
1. ALL SURPLUS SOILS SHALL BE EXPORTED TO AN APPROVED
DROP —OFF SITE
2. FILL NEEDED IN EXCESS OF ONS17E SOIL SHALL BE
IMPORTED FROM AN APPROVED SOURCE AND SHALL BE
APPROVED BY GE07ECHNICAL ENGINEER.
R- 369014
SITE VOLUME CALCULATIONS
CUT VOLUME FILL VOLUME NET VOLUME
(CU. YDS) (CU. YDS) (CU. YDS)
211 208 3 CUT
*THESE VOLUME CALCULATIONS ARE APPROXIMATE ONLY AND
DO NOT TAKE INTO ACCOUNT S7RIPPING, ROAD SUBGRAOE,
COMPACTION OR EXPANSION..
CONTRACTOR SHOULD USE THEIR OWN CALCULA77ONS FOR
C0NS7RUC77ON PURPOSES.
I&
NORTH
GRAPHIC SCALE
wmm 20 40
1 INCH =20Fr.
r RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
D.R. STRONG SADDLEBROOK DIV. II
0« 8
.08.13
CONSULTING ENGINEERS AS NOTED CITY OF
ENGINEERS PLANNERS SURVEYORS I.& DRS CWA
GRADING PLAN
°XE IXtl
6207TH AVENUE KIRKLAND, WA 98033 EHEEXEo- e. nlu swc Planning/Building/Public Works Dept. C7
0 425 827 3063 F 425.827 2423 IF X°* 01 E IMH
NO. REVISION BY DATE APPR "" I. .. S m; 7 "14
MIDI`
IQ, -3GgO(`t A- NNNNAI
I
�
I
7
�
I
I
NE 114 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M..
SADDLEBROOK DI V. II
i 1 11 FT]
C41 Working Days Before You Dig
Utike Uldergro8 d Location Corder
(ID,MT,ND,OR,WA)
VER77CAL DATUM:
NAVD 88 PER CITY OF RENTON VER77CAL CONTROL
SOIL NO7ES•
1. THE SOIL MOISTURE HOLDING CAPACITY OF ALL NEW PERVIOUS SURFACE THAT AT PROJECT
COMPLEBON WILL NOT BE COVERED BY IMPERVIOUS SURFACE OR INCORPORATED INTO A DRAINAGE
FACILITY MUST BE PROTECTED. 774E DUFF LAYER AND NA77VE TOPSOIL SHALL BE RETAINED IN AN
UNDISTURBED STATE TO THE MAXIMUM EXTENT FEASIBLE.
2 ANY DUFF LAYER OR TOPSOIL REMOVED DURING GRADING SHALL BE STOCKPILED ONSITE IN A DESIGNATED,
CONTROLLED AREA NOT ADJACENT TO PUBLIC RESOURCES AND CR/BCAL AREAS THE MATERIAL SHALL BE
REAPPLIED TO OTHER POR77ONS OF THE SITE WHERE FEASIBLE.
J. THE SOIL IN ANY AREA THAT HAS BEEN COMPACTED OR THAT HAS HAD SOME OR ALL OF THE DUFF LAYER
OR UNDERLYING TOPSOIL REMOVED SHALL BE AMENDED TO M/BGATE FOR LOST OF MOISTURE — HOLDING
CAPACITY. 7HE AMENDMENT SHALL TAKE PLACE BETWEEN MAY 1 AND OC70SER 1. REPLACED TOPSOIL
SHALL BE A MINIMUM 8 INCHES THICK REPLACED TOPSOIL SHALL HAVE AN ORGANIC MATTER CONTENT
BETWEEN 8 AND 13 PERCENT DRY WEIGHT AND A PH SUITABLE FOR THE PROPOSED LANDSCAPE PLANTS.
GENERAL NOTES
S17E AREA: 38,715 S.F. = 0.89 ACRES
PROJECT AREA: 41,095 S.F. = 0.94 ACRES
1. ALL SURPLUS SOILS SHALL BE EXPORTED TO AN APPROVED
DROP —OFF SITE
2. FILL NEEDED IN EXCESS OF ONS17E SOIL SHALL BE
IMPORTED FROM AN APPROVED SOURCE AND SHALL BE
APPROVED BY GE07ECHNICAL ENGINEER.
R- 369014
SITE VOLUME CALCULATIONS
CUT VOLUME FILL VOLUME NET VOLUME
(CU. YDS) (CU. YDS) (CU. YDS)
211 208 3 CUT
*THESE VOLUME CALCULATIONS ARE APPROXIMATE ONLY AND
DO NOT TAKE INTO ACCOUNT S7RIPPING, ROAD SUBGRAOE,
COMPACTION OR EXPANSION..
CONTRACTOR SHOULD USE THEIR OWN CALCULA77ONS FOR
C0NS7RUC77ON PURPOSES.
I&
NORTH
GRAPHIC SCALE
wmm 20 40
1 INCH =20Fr.
r RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
D.R. STRONG SADDLEBROOK DIV. II
0« 8
.08.13
CONSULTING ENGINEERS AS NOTED CITY OF
ENGINEERS PLANNERS SURVEYORS I.& DRS CWA
GRADING PLAN
°XE IXtl
6207TH AVENUE KIRKLAND, WA 98033 EHEEXEo- e. nlu swc Planning/Building/Public Works Dept. C7
0 425 827 3063 F 425.827 2423 IF X°* 01 E IMH
NO. REVISION BY DATE APPR "" I. .. S m; 7 "14
MIDI`
IQ, -3GgO(`t A- NNNNAI
Z �
U
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0
Cal 2 Working Days Before You Dig
UtFbee Underground 11Location Center
(ID,MT,ND,OR,WA)
42" MAX
24 MIN
1 -1 /2T i
D
STD 90' BRACKET OR 360' t
ADJUSTABLE BRACKET IF +1`-
REQUIRED.
PIPE CAP
2.. GALVANIZED
STEEL PIPE 8' -6' 2' MIN CLEARANCE
FROM FACE OF
CLEARANCE
10' MIN CLEARANCE
IF NO CURB.
CEMENT
1 -1/2' CONCRETE
CLASS B
3'
S
1-1/2' MINUS
CRUSHED
ROCK
GROUND MOUNTED STREET NAME SIGNS
*wi�-' ADOPTED
CITY OF RENICIN
STANDARD PLWS
M DATE: 04/04
DATE REVISION BY PPR DWG. NAME: GD13 SP PAGE G013
16'
ROADWAY
30' -42' 17'
I
BE
o
)'
W
O�
i
20
H
O
��O
2¢
iy
MqX W
CIE
S<OPE
21
- .02 FT. /FT
3
OL.�
A5
��I�
tii
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8 CRUSHED ROCK: J
0.5'
(P /2" MINUS \CRUSHED
SURFACING BASE COURSE)
NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M..
SADDLEBROOK DI V. II
CATCH BASIN & STORM
SEWERS (TYP.)
.02
4" COMPACTED DEPTH
CLASS B ASPHALT CONCRETE
TRACT "A"
NIS -'
D.R. STRONG
�/.
DRS, CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
6207THAVENUE KIRKLAND, WA 96033
lw� ) 04258273063 F4258272423
Kel
x v
3/6 EWPX90N .4xi (M.)
(SEE SM. RAV I -J) Y 0• M. Y
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(119.) E aqe k 4VI1FA
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OR~ wmxxa
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ame a GLOTEA
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(WE SM. PLAN F -J)
SECS. O
VMdR - AIRS - V.ES " 14 W.
T6 b 0 3 V 1. 0 (SEE ce,.x 1) OBIVENAY wSRA
E ]tCPF (T9
D J eumx sraw
y
sECnav O
CEMENT CONCRETE DRIVEWAY ENTRANCE
TYPES 1, 2, 3, &4
Sheet 6 OF e
t ADOPTED
CITY OF MI
STANDARD
.t0= LSf
DAM' 04/04
DATE REVISION BY APPR DWG. NAME: FOD4 -4 SP PAGE: F004.4
4' -0" MIN. 1 6' -0 "MIN,
LANDING RAMP 2' - 0"
2% < TOP
y
ROADWAY
CEMENT CONCRETE
SIDEWALK DEPRESSED
DETECTABLE WARNING CURB &GUTTER
PATTERN (SEE DETAIL) (SEE NOTE 3)
SECTION OA
6' -0" MIN.
TOP OF
2% d' ROADWAY
CEMENT CONCRETE
SIDEWALK CEMENT CONCRETE
CURB & GUTTER
SECTION OB (SEE NOTE 3)
10' - 0" MIN,
TOP OF
2% a ROADWAY
CEMENT CONCRETE
SIDEWALK CEMENT CONCRETE
CURB & GUTTER
SECTION CO (SEE NOTE 3)
SIDEWALK RAMP
TYPES IA, IB, 1C It ID
SHEET 2 of 3
p ADOPTED
CIIT
OF RBNTON
NTO ISl' DATE: 04 /0d
DATE REVISION BY PR DWG. NAME: F010 -i SP PAGE: FO10.1
35' R.O.W. HALF WIDTH
-IF EXISTING ROAD SECTION VARIES FROM DESIGN, CONTRACTOR TO MATCH EXISTING.
EAST HALF 156TH AVE SE<;�
NTS
R- 369015
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
MAJ 108.28.13 MN suM`oBD scar_ W.,,
"" "" ° "°° SADDLEBROOK DIV. II 08.08.13
1pgIZOM.LL: WO 19BJ /1991
DRrxED: AS NOTED �� >}
iIELNOOIC
Mw RENTON
°"" CNA ROAD DETAILS AND CROSS SECTIONS DMW° ND
� _oNE wcx
C.FCxED� AT FULL ac,R Planning/Building/Public Works Dept. c8
6 NOT OI E INC.
AAI "CC00N4LY REVISION APPR 8 714
LL se- 3G9"U'rs A— NNNNA�
30' -42' 17'
I
BE
VAR /f5
CIE
2 3
21
WSW
3
OL.�
A5
��I�
tii
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Cif i
eiW4
0.5'
w
6"
8' PLANTER 1 5' CEMENT
"
hl
MW
CONCRETE
SIDEWALK
i
.02 FT./FT
i
TP
i
.02 FT7FL ., ... .
wt
Ll
GRIND AND OVERLAY
CEMENT CONCRETE
OPE
PED MAX S
TO R.O.W CENTERLINE
CURB & GUTTER
Q 1� '
4" COMPACTED DEPTH
CLASS B ASPHALT CONCRETE-
8" CRUSHED ROCK:
(114" M /NUS \CRUSHED
CATCH BASIN &STORM
SURFACING BASE COURSE)'
SEWERS SEE PLAN
-IF EXISTING ROAD SECTION VARIES FROM DESIGN, CONTRACTOR TO MATCH EXISTING.
EAST HALF 156TH AVE SE<;�
NTS
R- 369015
RECOMMENDED FOR APPOVAL
BY: Date:
BY: Date:
BY: Date:
BY: Date:
MAJ 108.28.13 MN suM`oBD scar_ W.,,
"" "" ° "°° SADDLEBROOK DIV. II 08.08.13
1pgIZOM.LL: WO 19BJ /1991
DRrxED: AS NOTED �� >}
iIELNOOIC
Mw RENTON
°"" CNA ROAD DETAILS AND CROSS SECTIONS DMW° ND
� _oNE wcx
C.FCxED� AT FULL ac,R Planning/Building/Public Works Dept. c8
6 NOT OI E INC.
AAI "CC00N4LY REVISION APPR 8 714
LL se- 3G9"U'rs A— NNNNA�
s
a
m
C
RIM 507.29
lE 505.02 -
75 +00
I
INTERCEP70R TRENCH TO
CONNECTED TO CB 705 NTH
12' CPEP
2 -8' 45' ELBOWS AS SHOWN
:dlxnbi9Li /Yh: / -7�ZI%
520
500
180
NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M..
S1A-dlDDLEBR00K DI V. H
CB 704. -TYPE 1 I -.� lN7ERCEP7OR TRENCH TO
74 +47.17, 14.J8 R . CONNECTED TO CB 705 WTH
RIM :507.29 I 12' CPEP
IE 505.02
0704-- "TYPET -- t I. TRENCH WTH
74+3244, 7305 R T -8' 45' ELBOWS AS SHOINV RIM 506.61 CLEANOUT AT EACH BEND
IE 503J8
h m
0
NORTH
n
BY:
GRAPHICSCALE
o
0 15 30 60
Date:
^
1 INCH = 30 FT.
M
a
z
;
U
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0
0
a
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CB TYPE 1
73+36.64 1 %1 R- 156TH AVE SE
m
w
15561
J
17499.63 73 +00 74 +00
4-P704
U]
RIM 507.29
lE 505.02 -
75 +00
I
INTERCEP70R TRENCH TO
CONNECTED TO CB 705 NTH
12' CPEP
2 -8' 45' ELBOWS AS SHOWN
:dlxnbi9Li /Yh: / -7�ZI%
520
500
180
NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M..
S1A-dlDDLEBR00K DI V. H
CB 704. -TYPE 1 I -.� lN7ERCEP7OR TRENCH TO
74 +47.17, 14.J8 R . CONNECTED TO CB 705 WTH
RIM :507.29 I 12' CPEP
IE 505.02
0704-- "TYPET -- t I. TRENCH WTH
74+3244, 7305 R T -8' 45' ELBOWS AS SHOINV RIM 506.61 CLEANOUT AT EACH BEND
IE 503J8
R g
R 1
�I ��pbh
L mwfiu i f:
it
1 2
6'0 LOPE LOT
O-'2.00X MIN. 2 3
SLOPE (TIP:)
lE 50380 14' PRIVATE
/£ 505.15 :_g EASEMENT
26.35' PRIVA - - - - - - - - -{ I£ 506.80
SO. EASEMENT
12 +00
TRAT " 16~ ~ _0 2+ 523
P7 11 +00S° DRIVEWAY (TYP.) TRACT "B"
CB.7 TYPE 1 '
10+96.82
RIM 507.61
IE 502.61
520
n
rya �h�
i
- 7 1
500 O PRA
CB 70 TYPE 1
RIM 502.63
IE 499.65
PW STA - 11 +01.71
PV1 ELEV - 50%48
A.D. - -500
K- 500
250000' VC
n p •F n
h eh
O b
N N g
,N+• h pN h
�d a2ge d
7101 /AL-,
I&
NORTH
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
1. ALL BUILDING DOWNSPOUTS FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PAROS AND
DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED
CONSTRUCTION DRAWINGS #XXX ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED W17H THE
APPLICA77ON OF ANY BUILDING PERMIT. ALL CONNEC77ONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED
PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL.
2 CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION, COMPLIANCE
NTH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDEN77AL BUILDING PERMIT
DRAINAGE REVIEW WHEN APPLICA77ON IS MADE FOR A SINGLE FAMILY RESIDEN77AL BUILDING PERMIT FOR EACH LOT.
J. ALL TRENCH RESTORA 77ON SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORA BON AND STREET
OVERLAY DETAIL.
4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE
OUTSIDE OF THE TRENCHING IS VWTHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENRRE ADJACENT
TRAVELED LANE AFFECTED WILL BE REPAVED.
ter, SuitwE wFre1t sh'ANbh" 1wri¢ ARG aftxc* *Li' at/ 7w pRaT6cT-
PRIVATELY MAINTAINED STORM ELEMENTS:
PRIVATE 1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED.
RIM 507.61 2. ALL PRIVATE STORM CONNEC77ONS TO BE PERFORATED STUB -OUTS
IE 502.61
VERTICAL DATUM:
72 +90 73+50 74+10 74 +70 75 +JO
GRAPHIC SCALE
`1.5 3.0
1 INCH= 30 FT.
HORIZONTAL
`5 10 20
1 INCH= 10 FT.
VERTICAL
Cal 2 Workng Days Before You Dig
Millen Undergr and Location Center
0D,MT,ND,OR,WA)
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
6207THAVENUE KIRKLAND, WA 98033
04258273063 F4258272423
Kill
REVISION
10+20
10+80
11 +40
FLOW CONTROL BMP NOTES:
12 +00
12+60
NAVD 88 PER CITY OF RENTON VER77CAL CONTROL
1. TWO SPLASH BLOCKS M 177GA77NG A TOTAL OF 1,400 S.F. OF IMPERVIOUS AREA, WILL BE INSTALLED WITH EACH RESIDENCE. THIS SHALL MITIGATE FOR
12.75X TO 13.77X OF IMPERVIOUS AREA FOR EACH LOT. ALSO, EACH LOT WILL BE RESTRICTED TO AN AREA LESS THAN 4,000 S.F. (SEE TABLE BELOW).
ADDITIONALLY, USE OF BASIC DISPERSION ALLOWS FOR A 50% FLOW CONTROL BMP SIZING CREDIT WHICH WAS USED IN DETENTION FACILITY CALCULATIONS.
2 BASIC DISPERSION, AND PERFORATED PIPE CONNECTON BMP HAS BEEN U77LIZED FOR THIS PLAT.
J FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER.
FLOW CONTROL BMP TABLE
ROOF AREA ROUTED TO RESTRICTED IMPERVIOUS TOTAL AREA PERCENT IMPERVIOUS
LOT NO. LOT AREA (S.F.) SPLASH BLOCK (S.F.) AREA PER LOT MIRGATED A41
TED
1 10169 1400 3505 1895 18.64
2 10983 1400 3485 1915 17.44
3 10877 1400 3885 1515 13.93
WN 0828.13 NA1 5V1'� .
WS
..E mm
vwx: CWA
CHECN
MA1
BY DATE APPR •""�IAJ
VEflIKIL ruw 998 ^
AS NOTED " °A'� °"'w "° CITY 0 F
IBB] /1991
RENTON
°�� DATUM
.s Planning /Building /Public Works Dept.
NCH O
6 NCH ACCOPN INCH
$CNE DWGLY
R- 369016
BY:
h m
a
n
BY:
Date:
o
N
Date:
^
o
R g
R 1
�I ��pbh
L mwfiu i f:
it
1 2
6'0 LOPE LOT
O-'2.00X MIN. 2 3
SLOPE (TIP:)
lE 50380 14' PRIVATE
/£ 505.15 :_g EASEMENT
26.35' PRIVA - - - - - - - - -{ I£ 506.80
SO. EASEMENT
12 +00
TRAT " 16~ ~ _0 2+ 523
P7 11 +00S° DRIVEWAY (TYP.) TRACT "B"
CB.7 TYPE 1 '
10+96.82
RIM 507.61
IE 502.61
520
n
rya �h�
i
- 7 1
500 O PRA
CB 70 TYPE 1
RIM 502.63
IE 499.65
PW STA - 11 +01.71
PV1 ELEV - 50%48
A.D. - -500
K- 500
250000' VC
n p •F n
h eh
O b
N N g
,N+• h pN h
�d a2ge d
7101 /AL-,
I&
NORTH
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
1. ALL BUILDING DOWNSPOUTS FOOTING DRAINS, AND DRAINS FROM ALL IMPERVIOUS SURFACES SUCH AS PAROS AND
DRIVEWAYS SHALL BE CONNECTED TO THE PERMANENT STORM DRAIN OUTLET AS SHOWN ON THE APPROVED
CONSTRUCTION DRAWINGS #XXX ON FILE WITH CITY OF RENTON. THIS PLAN SHALL BE SUBMITTED W17H THE
APPLICA77ON OF ANY BUILDING PERMIT. ALL CONNEC77ONS OF THE DRAINS MUST BE CONSTRUCTED AND APPROVED
PRIOR TO THE FINAL BUILDING INSPECTION APPROVAL.
2 CONNECTION TO THE DOWNSTREAM DRAINAGE SYSTEM SHALL BE VIA PERFORATED PIPE CONNECTION, COMPLIANCE
NTH THIS REQUIREMENT WILL BE ADDRESSED IN THE DRAINAGE PLAN SUBMITTED FOR RESIDEN77AL BUILDING PERMIT
DRAINAGE REVIEW WHEN APPLICA77ON IS MADE FOR A SINGLE FAMILY RESIDEN77AL BUILDING PERMIT FOR EACH LOT.
J. ALL TRENCH RESTORA 77ON SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORA BON AND STREET
OVERLAY DETAIL.
4. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE
OUTSIDE OF THE TRENCHING IS VWTHIN THREE FEET (3) OF ANY ADJACENT LANE LINE, THE ENRRE ADJACENT
TRAVELED LANE AFFECTED WILL BE REPAVED.
ter, SuitwE wFre1t sh'ANbh" 1wri¢ ARG aftxc* *Li' at/ 7w pRaT6cT-
PRIVATELY MAINTAINED STORM ELEMENTS:
PRIVATE 1. ALL STORM DRAIN STUB -OUTS TO BE PRIVATELY MAINTAINED.
RIM 507.61 2. ALL PRIVATE STORM CONNEC77ONS TO BE PERFORATED STUB -OUTS
IE 502.61
VERTICAL DATUM:
72 +90 73+50 74+10 74 +70 75 +JO
GRAPHIC SCALE
`1.5 3.0
1 INCH= 30 FT.
HORIZONTAL
`5 10 20
1 INCH= 10 FT.
VERTICAL
Cal 2 Workng Days Before You Dig
Millen Undergr and Location Center
0D,MT,ND,OR,WA)
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
6207THAVENUE KIRKLAND, WA 98033
04258273063 F4258272423
Kill
REVISION
10+20
10+80
11 +40
FLOW CONTROL BMP NOTES:
12 +00
12+60
NAVD 88 PER CITY OF RENTON VER77CAL CONTROL
1. TWO SPLASH BLOCKS M 177GA77NG A TOTAL OF 1,400 S.F. OF IMPERVIOUS AREA, WILL BE INSTALLED WITH EACH RESIDENCE. THIS SHALL MITIGATE FOR
12.75X TO 13.77X OF IMPERVIOUS AREA FOR EACH LOT. ALSO, EACH LOT WILL BE RESTRICTED TO AN AREA LESS THAN 4,000 S.F. (SEE TABLE BELOW).
ADDITIONALLY, USE OF BASIC DISPERSION ALLOWS FOR A 50% FLOW CONTROL BMP SIZING CREDIT WHICH WAS USED IN DETENTION FACILITY CALCULATIONS.
2 BASIC DISPERSION, AND PERFORATED PIPE CONNECTON BMP HAS BEEN U77LIZED FOR THIS PLAT.
J FLOW CONTROL BMPS CONSTRUCTED ON EACH LOT SHALL BE OPERATED, MAINTAINED AND KEPT IN GOOD REPAIR BY EACH LOT OWNER.
FLOW CONTROL BMP TABLE
ROOF AREA ROUTED TO RESTRICTED IMPERVIOUS TOTAL AREA PERCENT IMPERVIOUS
LOT NO. LOT AREA (S.F.) SPLASH BLOCK (S.F.) AREA PER LOT MIRGATED A41
TED
1 10169 1400 3505 1895 18.64
2 10983 1400 3485 1915 17.44
3 10877 1400 3885 1515 13.93
WN 0828.13 NA1 5V1'� .
WS
..E mm
vwx: CWA
CHECN
MA1
BY DATE APPR •""�IAJ
VEflIKIL ruw 998 ^
AS NOTED " °A'� °"'w "° CITY 0 F
IBB] /1991
RENTON
°�� DATUM
.s Planning /Building /Public Works Dept.
NCH O
6 NCH ACCOPN INCH
$CNE DWGLY
R- 369016
BY:
/SPL4W Date: tyl W
BY:
+ Date'lA&I
BY:
Date:
BY:
Date:
SADDLEBROOK DIV. II
ROAD AND STORM DRAINAGE PLAN AND PROFILE
C i
08.08.13
Lq-'
w-
Z;
U
0
O
LY
a Y
0
0
m
LL I
J
D
D
Q
U7
°a
a
0
m
Cal 2 Working Days Before You Dig
D�6es Underground Location Center
(ID,AR,ND,ORWA)
NE 114 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M..
SADDLEBROOK DI V. II
1 MttAR6 NUJ 08.26.13 MN wx+x>Eo- scut:
D.R. STRONG AS NOTED
CONSULTING ENGINEERS " 4A1
ENGINEERS PLANNERS SURVEYORS wuxm:
CWA
6207TH AVENUE 3 F42 .82 WA 98033 cxecxco: er wu sacs
0425.8273063 F426.8272423 LVJ it x°r oxz ixcx
NO. REVISION BY DATE APPR
x°mz°xra: xno less /iss�
wTUw
■■ r
X9011
CITY OF
RENTON
Planning /Building /Public Works Dept.
(N)
GRAPHIC SCALE
0 15 30 60
1 INCH = 30 FT.
SADDLEBROOK DIV. II
DETENTION POND PLAN VIEW
cep 1, A- 36qor7
08.08.13
MID
COMMEND D
F RAPPOVAL
BY
Date: 014i
Eiy-j&L—�Lj
°^' Date:*
BY:
Date:
BY:
Date:
SADDLEBROOK DIV. II
DETENTION POND PLAN VIEW
cep 1, A- 36qor7
08.08.13
MID
z
V
0
O
K
El Y
0
O
ry
m
Ld
J
a
W
O
4-
LB
WE IR
CREST — 488.27
12' OUTLET PIPE INVERT —
4' OUTLET Plf
INVERT — 4R5 S
PLAN VIEW
SECTION A A
!ET
:E
ET
ER
6" INLET PIPE
VVERT — 488.27
SOLID TOP
RIM = 496.00
SOLID TOP
RIM= 496.00
4" ORIFICE TO
FILTERS INVERT — NOTE: INLET AND
486.47 OUTLET PIPE NOT OUTLET INV.
SHOWN FOR ELEV. _
CLARITY 485.97
SECTION B B
28'
PRELIMINARY SIZING SUMMARY
NOTE.-
THE BAYFILT£R STORMWATER MANAGEMENT SYSTEM IS A
BAYFILTER STORMWA7ER 7REATMENT SYSTEM
STORMWA7ER FL7RA77ON DEVICE DESIGNED TO REMOVE
O
FINE SEDIMENTS, HEAVY METALS, AND PHOSPHORUS.
h
THE BAYFIL7ER SYSTEM RELIES ON A SPIRAL WOUND
O:
PROJECT
SADDLEBROOK
MEDIA FILTER CARTRIDGE NTH APPROXIMA7ELY 43
b
Or
SQUARE FEET OF FILTRATION AREA, THE FILTER
LOCA77ON
RENTON, WA
CARTRIDGES ARE HOUSED IN A CONCRETE STRUCTURE
THAT EVENLY DISTRIBUTES THE FLOW BETWEEN
WATER QUALITY FLOW
0.075 CFS
CARTRIDGES. THE SYSTEM 15 OFFLIN£ NTH AN
EXTERNAL BYPASS THAT ROUTES HIGH INTENSITY
DRAINAGE AREA
5397 AC.
STORMS AROUND THE SYSTEM. 774E FILTER CARTRIDGES
REMOVE POLLUTANTS FROM RUNOFF BY FIL7RA7/ON
(INCEPTION /ATTACHMENT) AND ADSORPTION.
CARTRIDGE DESIGN FLOW RA 7E
30 GPM
i BAYFILTER CARTRIDGES
2 (BASED ON MASS LOADING)]
ADS BAYFILTER DETAILS, PER ADVANCED DRAINAGE SYSTEMS, INC.
**RIP RAP PAD SPECIFICA77ONS
R/PRAP SHALL BE REASONABLY WELL GRADED WITH GRADA77ON AS
STAGE STAGE LIVE STORAGE VOLUME CF FOLLOWS:
STORM PROVIDED AS-BUILT
TOTAL 65,205 63,096 MAX /MUM STONE SIZE.. 24 INCHES (NOMINAL DIAMETER)
100 )FAR 65,205 63,096 MEDIAN STONE SIZE:: 16 INCHES
25 )FAR 56, 9W 59,015 5ZI52 MINIMUM STONE SIZE: 4 INCHES
10 YEAR -LU,15- 50,655
R/PRAP SIZING GOVERNED BY SIDE SLOPES ON OUTLET CHANNEL IS
ASSUMED TO BE APPROX /MA TEL 3.• 1
DE7EN770N SUMMARY SHEET
DE7EN770N POND PLAN VIEW
Cal 2 Working Days Before You Dig
Utilities Underground 811Locatlon Canter
0D,MT,ND,OR,WA)
6
NORTH
GRAPHIC SCALE
0 15 30 45
1 INCH = 30 FT.
D.R. STRONG
CONSULTING ENGINEERS
ENGINEERS PLANNERS SURVEYORS
6207TH AVENUE KIRKLAND, WA 96033
0425.627.3063 F425.8272423
NO.
NE 114 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M..
SADDLEBROOK DI V. II
WEIR CREST —
488.27
SECTION A —A
510,R/W
56
49
510
500
0+00 0+20 0+40 0+60 0+80 1 +00 1 +20 1 +40
F IN
V
GRAPHIC SCALE
0m�
1 INCH= 10 FT.
HORIZONTAL
0 2.5 5 7.5
1 INCH = 5 FT.
VERTICAL
6' CHAINUNK FENCE
INK FENCE
___ ___- EX_GRADE __ __ ____ ___ __ __ ___ ___- ____ ___
CONTROL STRUCTURE _ _ - - - - - - - - - - -
SEE DETAIL SHEET C1¢ - - - - - -'
DESIGN WS. ELEVATION 495.50
715' LIVE STORAGE
488.35 18" INLET /E 468.35
0.5' SEDIMENT STORAGE
_ _ TOP' OF SEDIMENT STORAGE EL. 48835
-- --- �------------- - - - - -- --------- T--- - - -- -- POND BOTTOM ELEVARON 487.85
SEC77ON B —B
b
h
:O
h
O
V
h
V
O:
xl
V
V
b
Or
O
O
O
O
O
O
O
SEC77ON B —B 0+00 0+20 0 +40 0+60 0 +80 1 +00 1 +20 1 +40 1 +60
R- 369018
vuncw xnro isee
o xa AS NOM NON'z ,wW'N.ps' CITY OF
MAJ o RENTON
'' qlE IHLN I
wECxEO A
� IF NOT ONE Ixcx Plcnning/Building/Public Works Dept.
REVISION BY DATE APPR I Iwrx D
LUA
BY "�' ✓" Date: U/101 fs
BY: ti. Date: 2d3
BY: Date:
BY: Date:
SADDLEBROOK DIV. II 08.08.13
DETENTION POND DETAILS
C11
L
Q
Z
LU /\
L Q
Of
Of
O_ \/
0
�0/T/
LL
W
W
J
U)
0
a
a
to
2
m
an
RECTANGULAR ADJUSTMENT SECTION
.....E
VIER
losAAFAW WAV,
PRECAST BASE SECTION
PIPE ALLOWANCES
CATCH
ASE ER
M
PIP¢MATERIAL
N.B. Nm
MHMUM
BETweEft
RNOGROUTS
DILM¢a TR
REFIFORCEDOR
Ik.
PLAINCCNCRETE
.'
ALL METAL PIPE
15'
CPSI
E
(STD. SPED. arud)
N'
SOLID WALL PVC
IS
(STf1.5PEP G 05.13(11)
B'
PROFILE WALLPV C
IS•
(S TD.SPEAAEFtGit(21)
a
F ETMYLEXE
STORM SEWER PIPE
NOTES
1. As acceptable alternatives to the mbarshOwn In the PRECAST BASE
SECTION, fibers (placed accenting to the Standard Spedricafions), qr
Ice mesh having a minlmum m e of 0.12 square Inches per fool sM1all
be used wiM the minlmum requlretl Mahar shown In the ALTERNATIVE
PRECAST BASE SECTION. Wlm mesh shell not be Dlaced In the
knockouts.
2. The knockout dlamatershall not be mcalerlhan 20'. Knockouts shall
ve
ha a wall thick a.. of 2' minimum 102.5 "maxlmum. Provide a 1.5"
minlmum grip b.=.D Me knockout wall and the outside of the pipe.
After the pipe Is Imitelled, fill the gap with joint molter In aceordance
with Standard Spedi cafim 9-04.3.
3. The maximum depth (ram the finished grade to the lowest pipe Invert
shall be 5'.
4. The frame and grate must be Insisted Win the flange down.
5. The Precast Base Sedlon may have a rounded III and the walls may
be sloped al a rate 01:24 or steeper.
6. The opening shell be measured at the tap of the precast base Secdon.
T. AB pickup Motes shall be granted full after the basin has been placed.
S. All .do tlngs antl osai fie well be Set In mater In ..Tom. with
Standard Spe011lodlon 91
SEENOTEI
ALTERNATIVE PRECAST BABE SECTION
PUBLIC WORKS CATCH BASIN TYPE •1 STD. PLAN - 200.00
4 4 DEPARTMENT
MARCH 2008
vI L 15' (Tor) SEE NOTE 1
DIAMETER SMOOTH 4 HOOK CLAMPS EVENLY
BARS EQUALLY SPACED PLACED SEE DETAIL BELOW
(4" O.C. MAX.)
AL J A
NE 114 SECTION 14, TOWNSHIP 23 N. RANGE 5 E, W.M..
SADDLEBR00K DI V. ll
INTEGRALIMU E
PREGSTWITHRISER
RHM
SEPARATEBASE rrzzwE eaowu5
PRECAST
NOTES
1. No steps are required when height Is 4' or less.
2. The bottom of the precast catch basin may be sloped to fad
B. The rectangular frame and gate must be Installed with the I
The frame may be cast Into the adjustment section.
A. Knockouts shall have a wall thickness of 2' minimum to 2.5'
a 1.5" minimum gap between the knockout wall and the oral
the pipe Is Installed, fill the gap with joint modar In Recordab
Spedficalong04.3.
5. All grede rings, Firs, and castings shall be set In lrErtarin
Standard Specification 9 -04.3. SW^zsle^"a^`^'PIP.(aMSy.c9oa3d
(Son. SPeueas.tMp
CATCH BASIN TYPE 2 SID. PLAN - 201.00
MARCH 2008
CATCH BASIN DIMENSIONS
CATCH
ASE ER
WALL
TMLNNree
CATCH BASIN FRAME ANO VANED GRATE (DETAIL 301.00)
MAXIMUN
51gdR
MHMUM
BETweEft
RNOGROUTS
BASERENFORCWG.m.
Halll'IM FAUI dREC1MN
[
<m
.'
xnxoxaD
b•
T
E
RECTANGIRMAOIUSTLIEMSEC
N'
4S
C
ORCIRC.AWUSTUMTSECTIW
B'
WIDE
Go
Am
a
F
4C
GROUT.TY %CAL(BEEAUTE61
7.1EBUSE
W.S. ELEV.= 496.17 'I'
COVER) SEE KCRS DWG. 53
FLATSVRTOP
TOP OF EMERGENCY o
rep
IS
OVERFLOW= 495.97
TYPE 2 CB
LESS 1/4"
1r
Yl
1r
99•
6•
a
M'
INTEGRALIMU E
PREGSTWITHRISER
RHM
SEPARATEBASE rrzzwE eaowu5
PRECAST
NOTES
1. No steps are required when height Is 4' or less.
2. The bottom of the precast catch basin may be sloped to fad
B. The rectangular frame and gate must be Installed with the I
The frame may be cast Into the adjustment section.
A. Knockouts shall have a wall thickness of 2' minimum to 2.5'
a 1.5" minimum gap between the knockout wall and the oral
the pipe Is Installed, fill the gap with joint modar In Recordab
Spedficalong04.3.
5. All grede rings, Firs, and castings shall be set In lrErtarin
Standard Specification 9 -04.3. SW^zsle^"a^`^'PIP.(aMSy.c9oa3d
(Son. SPeueas.tMp
CATCH BASIN TYPE 2 SID. PLAN - 201.00
MARCH 2008
CATCH BASIN DIMENSIONS
CATCH
ASE ER
WALL
TMLNNree
n4CN1E¢s
MAXIMUN
51gdR
MHMUM
BETweEft
RNOGROUTS
BASERENFORCWG.m.
Halll'IM FAUI dREC1MN
BARS SHALL BE WELDED TO
<m
.'
m
b•
T
(24 BANDS EVENLY SPACED SEE NOTE 1)
UPPER STEEL
N'
4S
C
9r
B'
WIDE
Am
a
F
4C
S'
7.1EBUSE
W.S. ELEV.= 496.17 'I'
COVER) SEE KCRS DWG. 53
TOP OF EMERGENCY o
rep
IS
OVERFLOW= 495.97
TYPE 2 CB
LESS 1/4"
1r
Yl
1r
99•
6•
a
M'
Ir
date cleaning.
surge down.
maximum. ProVAe
Ids of the UPS, After
:e with Standard
CONTROL STRUCTURE
PIPE ALLOWANCE8
GTCH
PIPEMATFAMLIMN
MA%MUMLVBICE eMLEIER
DIAMEEITRR
mCR.T
METAL
CPSSP
)
SOUND
WALL
W PW
RI
h'C lj
4C
21
3P
2(
2T
BV
at•
N
3s'
Bo'
21
Bfi'
ov
W
Ir
BF
By
4r
Tr
tr
ar
tr
3e
ta,
M.
H.
re.
M•
Br
te•
W
BF
Tr
OF
Bs-
'm
�I P R O V I D E EA C ACCESS
BY WELDING 4 CROSSBARS TO 4
VER77CAL BARS AS SHOWN.
HINGE UPPER ENDS WITH FLANGES/
BOLTS AND PROVIDE LOCKING
MECHANISM (PADLOCK) ON
LOWER END.
PLAN VIEW LOCATE STEPS DIRECTLY BELOW.
SM007H GALVANIZED
VERTICAL BARS STEPS OR
C.B. RISER LADDER
HOOK CLAMP SEC77ON A -A
ANCHORED
TO C.B.
DETAIL HOOK CLAMP
NOTES
1. DIMENSIONS ARE FOR ILLUS7RA77ON DN 54" DIAMETER CB. FOR DIFFERENT DIAMETER CBS ADJUST TO MAINTAIN 45'
ANGLE ON "VERTICAL" BARS AND 7" D.C. MAXIMUM SPACING OF BARS AROUND LOWER STEEL BAND.
2. METAL PARTS MUST BE CORROSION RESISTANT STEEL BARS MUST BE GALVANIZED.
3 THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS - CULVERTS V177H HIGH
P07EN77AL FOR DEBRIS COLLECTION (EXCEPT ON TYPE 2 S7REAMS)
4. THIS DEBRIS BARRIER IS FOR USE OU757DE OF ROAD RIGHT -OF -WAY ONLY. FOR DEBRIS CAGES W MIN ROAD
RIGHT-OF-WAY. SEE DRAWING 2 -028 KCRS
BIRDCAGE EMERGENCY OVERFLOW
ILN^`l'Vr�vMM.a.i
Call 2 WorkkV Days Before You Dig
U11111ee Underground Location Center
(IDAUND,OR,WA)
NIS
PUBLIC WORKS
DEPARTMENT
FRAME & ROUND SOLID COVER
MARKED 'DRAIN" W/ LOCKING BOLTS.
FRAME AND VANED GRATE
SEENOTE4
CLEANSURFACE ANDSOTTLMAAEA
PRG%DE UNIFIXiM LOMAM.
TIM GUNFACE AREACTMEDABESECIMMUST
ea GROUTED TOTHE BO drys EFTHE ADJUSTMENTSECTION
BASE SECTION
NOTES
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT
BE GROUTED TO FINAL GRATE UNTIL THE FINAL
ELEVATION OFTHE PAVEMEI.4, OMER, DITCH, OR
SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN
ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS
GIVEN BY ME ENGINEER TO GROUT OR GRATING IN
PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION
7,053.
2. SHIMS SHALL NOT BE USEOTO SEi FPFME TO GRADE.
THE USE OF SHIMS IS PROHIBITED.
3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT
RINGS AND BRICKS PRIOR TO PLACEMENT.
4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS
ARE STAGGERED TO CREATE A RUNNING BOND OR Yz
BOND.
uO PUBLIC WORKS CATCH BASIN INSTALLATION' PLAN - 202.00
4 � 4 DEPARTMENT
MARCH 2008
9" "IN.
- iDES/GN WS = 495.50
PIPE SUPPORTS
SEE NOTE 6
1.5 x
c = 9Y4. 11
ORIFICE 0 =254"
¢ = aaoau
ORIFICE 0=214"
18 70 OUTLET PIPE
1E= 488.35
18 "0 RISER
PLAN WEW
SCALE 1" = 2'-0"
18 "0 INLET PIPE
FROM POND
IE= 488.35
18" INLET PIPE
DIA. SMOOTH ROUND BARS
LOWER STEEL BAND X 4" WIDE
WELDED EQUALLY SPACED.
FORMED TO FIT IN GROVE
BARS SHALL BE WELDED TO
OF C.B. RISER
24" SEE
UPPER & LOWER BANDS
NOTE 1
(24 BANDS EVENLY SPACED SEE NOTE 1)
UPPER STEEL
PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT
BAND J" X 4"
1' SECTION OF PIPE ATTACHED BY 1.
WIDE
GASKETED BAND TO ALLOW REMOVAL 4. FRAME AND LADDER OR STEPS OFFSET SO.'
CLEANOUT DRAIN (ROD BENT AS
EMERGENCY OVERFLOW o
RED D FOR VERTICAL ALIGNMENT W/
2' MIN
W.S. ELEV.= 496.17 'I'
COVER) SEE KCRS DWG. 53
TOP OF EMERGENCY o
OVERFLOW= 495.97
TYPE 2 CB
LESS 1/4"
STANDARD
SM007H GALVANIZED
VERTICAL BARS STEPS OR
C.B. RISER LADDER
HOOK CLAMP SEC77ON A -A
ANCHORED
TO C.B.
DETAIL HOOK CLAMP
NOTES
1. DIMENSIONS ARE FOR ILLUS7RA77ON DN 54" DIAMETER CB. FOR DIFFERENT DIAMETER CBS ADJUST TO MAINTAIN 45'
ANGLE ON "VERTICAL" BARS AND 7" D.C. MAXIMUM SPACING OF BARS AROUND LOWER STEEL BAND.
2. METAL PARTS MUST BE CORROSION RESISTANT STEEL BARS MUST BE GALVANIZED.
3 THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS - CULVERTS V177H HIGH
P07EN77AL FOR DEBRIS COLLECTION (EXCEPT ON TYPE 2 S7REAMS)
4. THIS DEBRIS BARRIER IS FOR USE OU757DE OF ROAD RIGHT -OF -WAY ONLY. FOR DEBRIS CAGES W MIN ROAD
RIGHT-OF-WAY. SEE DRAWING 2 -028 KCRS
BIRDCAGE EMERGENCY OVERFLOW
ILN^`l'Vr�vMM.a.i
Call 2 WorkkV Days Before You Dig
U11111ee Underground Location Center
(IDAUND,OR,WA)
NIS
PUBLIC WORKS
DEPARTMENT
FRAME & ROUND SOLID COVER
MARKED 'DRAIN" W/ LOCKING BOLTS.
FRAME AND VANED GRATE
SEENOTE4
CLEANSURFACE ANDSOTTLMAAEA
PRG%DE UNIFIXiM LOMAM.
TIM GUNFACE AREACTMEDABESECIMMUST
ea GROUTED TOTHE BO drys EFTHE ADJUSTMENTSECTION
BASE SECTION
NOTES
1. THE COVER OR GRATING OF A CATCH BASIN SHALL NOT
BE GROUTED TO FINAL GRATE UNTIL THE FINAL
ELEVATION OFTHE PAVEMEI.4, OMER, DITCH, OR
SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN
ESTABLISHED, AND UNTIL PERMISSION THEREAFTER IS
GIVEN BY ME ENGINEER TO GROUT OR GRATING IN
PLACE IN ACCORDANCE WITH STANDARD SPECIFICATION
7,053.
2. SHIMS SHALL NOT BE USEOTO SEi FPFME TO GRADE.
THE USE OF SHIMS IS PROHIBITED.
3. MORTAR SHALL BE PLACED BETWEEN ADJUSTMENT
RINGS AND BRICKS PRIOR TO PLACEMENT.
4. THE USE OF BRICKS IS PERMITTED WHERE THE BRICKS
ARE STAGGERED TO CREATE A RUNNING BOND OR Yz
BOND.
uO PUBLIC WORKS CATCH BASIN INSTALLATION' PLAN - 202.00
4 � 4 DEPARTMENT
MARCH 2008
9" "IN.
- iDES/GN WS = 495.50
PIPE SUPPORTS
SEE NOTE 6
1.5 x
c = 9Y4. 11
ORIFICE 0 =254"
¢ = aaoau
ORIFICE 0=214"
18 70 OUTLET PIPE
1E= 488.35
18 "0 RISER
PLAN WEW
SCALE 1" = 2'-0"
18 "0 INLET PIPE
FROM POND
IE= 488.35
18" INLET PIPE
18" OUTLET PIPE NOTES•
INVERT = 488.35
INVERT = 488.35
PER PLANS
PER PLANS 1. USE A MIN /MUM OF A 54" DIAMETER TYPE TWO CATCH BASIN.
2 OUTLET CAPACITY. 100 -M DEVELOPED PEAK FLOW
2' MIN
18 "0 CRAP RISER J METAL PARTS. CORROSION RESISTANT. NON - GALVANIZED PARTS
PREFERRED. GALVANIZED PIPE PARTS TO HAVE ASPHALT TREATMENT
1' SECTION OF PIPE ATTACHED BY 1.
SHEAR GA 7E W/ CONTROL ROD FOR
GASKETED BAND TO ALLOW REMOVAL 4. FRAME AND LADDER OR STEPS OFFSET SO.'
CLEANOUT DRAIN (ROD BENT AS
A. CLEANOUT GATE IS VISIBLE FROM TOP.
RED D FOR VERTICAL ALIGNMENT W/
2' MIN
RESIR/CTOR PLATE W/ 1.11 "0 B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE.
COVER) SEE KCRS DWG. 53
ORIFICE SMOOTH EDGE 5. IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE.
484.35 OUTLET PIPE TO HAVE SA4007H O.D. EQUAL TO CONCRETE PIPE I.D.
LESS 1/4"
6. PROVIDE AT LEAST ONE 3X.090 GAUGE SUPPORT BRACKET
6010
ANCHORED TO CONCRETE WALL. (MAXIMUM 3' VERTICAL SPACING)
7. LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVDE
MIN /MUM CLEARANCE AS SHOWN.
CONTROL STRUCTURE
NIS
5
SEEM
20'
TOP VM
FRAME DETAIL
MATmiOPOFHODS
TO TOP OF OURS TOP.)
PROMETRICVEW
PUBLIC WORKS
DEPARTMENT
2P-21' VOHEO..
RMIa
DETAIL SECTION AO
GICXBASM
E.1
SECTION O
NOTES
1. The as meby of Me COmbmatlen inlet shall be mnsldered when
celmletlng BN oeset dLGlance for the catch basin. See SECTION A.
2. The dlmendms tithe Fmme aM HDOd mrey v q Gffghtlyammg dR-
ferentmanufadumm. Th Framemayhaw =tfeaturesint Wed
tosupPortagraleguad. HoMunflssbalanountouWdeofthe
Fmme: ThemethodsforfasNdrgle Safety ear /Debts GUald RM
t.M.Hoodmay Vary. The HOOdmaylndudecasdlgluga. Thetop
of Me Hood may be Cast will a p nem.
3. Alfred, the Head to le Dame will area 3/4' x r hex head balls, nuts.
to assuumfae rashers.The washera shall have dlelmlara adequate
l0 re full bearMg adass DD sbis.
4. When balMawn grates are medfied In Me centred, provide owe
holes In the forme Mat are v wily alignsd wit ft greN slots.
Top each MN to accept a Sl8' x -11 NC x r elm heed cep screw.
Loc n of bultdoim holes Modes among dlBemnl manufadurem.
See BOLT. DOWN DETAIL
5. ONy ductile Iran Vaned Grates shall m used.
6. This plan lslnlended toshowme ImUlatlondeWisofa mmufao
tured pmdud. ft h, rwl the Intent of Ns plan to show the specft
details necessary to faMkate he ce5tlrps slldwn on Ode drawing.
OPEN CURB FACE
• PLAN - 209.00
FRAME AND GRATE
INSTALLATION DETAIL MARCH 2008
CIRCUMFERENCE LENGTH
OF OPENING SAID FOR
100 YR FLOW = 560'
0 4 O.C. (OTHER FLOW
SYSTEMS ACCEPTABLE IF
APPROVED BY DOES) SEE
ALSO THE SEPARATE
OVERFLOW STRUCTURE
SHOWN IN FIGURE 531.0
JAILHOUSE WINDOW DETAIL
NTS
REMOVABLE WATERTIGHT
COUPLING OR FLANGE
PLATE WELDED TO ELBOW
WITH ORIFICE AS SPECIFIED
ELBOW RESTRICTOR DETAIL
NIS
D.R. STRONG s4s AS NOTED O R TAL. D m , CITY 0 F
CONSULTING ENGINEERS ome...d DR2BM wD ma0 9G, �'
ENGINEERS PLANNERS SURVEYORS wAMI: CV/A RENTON
�
ONI-I
6207THAVENUE KIRKLAND, W423 d1ELxE � AT FUU sCVf Planning/Building/Public Works Dept.
04258273063 F4258272423 IF wTol repY
NO. REVISION BY DATE ME
APPR APIREMED:
IAN
R- 369019
RECOMMENDED FOR APPOVAL
B��/ Date: 9 se
B Date:
lao
BY: Date:
BY: Date:
SADDLEBROOK DIV. II
STORM DRAINAGE DETAILS
C12
12 ma