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HomeMy WebLinkAboutLUA99-071 (2)POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E., W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16, TWP 23N., RGE 5 E., W.M.
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GRADING AND EROSION CONTROL PLANS
SCALE: 1 = 200
0 0 100 200 400
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LEGAL DESCRIPTION
PARCEL A
ALL THAT PORTION OF TIE NORTHEAST 114 AND OF GOVERNMENT LOTS 7 AND 8
WITHIN SECTION 17, TOWNSHIP 23 NORTH, RANGE 5 EAST W.M., DESCRIBED AS
/
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FOLLOWS. -
BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHEAST 114 OF THE
a
NORTHEAST 114 OF SAID SECTION 17;
Q
THENCE NORTH ALONG THE WEST LINE OF SAID SUBDIVISION, A DISTANCE OF 252.23
FEET TO THE TRUE POINT OF BEGINNING, SAID POINT ALSO DESIGNATED AS POINT "A",-
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THENCE S 89'45'17" E A DISTANCE OF 526.41 FEET;
THENCE S 8852'04" E A DISTANCE OF 799 FEET TO THE EAST LINE OF SEC7701V 17,
THENCE SOUTH ALONG SAID EAST LINE TO THE EAST 114 CORNER OF SECTION 17;
m
THENCE CONTINUING SOUTH ALONG THE EAST LINE OF SAID SECTION TO AN
INTERSECTION WITH THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD NO. 5
(S R. NO. 169) (MAPLE VALLEY HIGHWAY),
THENCE IN A GENERAL NORTHWESTERLY DIRECTION ALONG SAID NORTHERLY
RIGHT -OF- WA Y LINE TO AN INTERSEC7ION W1 TH A LINE THA T LIES N 8945'17" W A
DISTANCE OF 653.91 FEET FROM POINT A;
THENCE S 89'45'17" E A DISTANCE OF 653.91 FEET TO POINT "A" AND THE TRUE
POINT OF BEGINNING;
PARCEL B
PARCEL 5 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-95-
200-LLA AS RECORDED IN BOOK 108 OF SURVEYS AT PAGES 276, 276A
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AND 276B, RECORDS OF KING COUNTY, WASHINGTON, BEING A
PORTION OF 7HE WEST HALF OF SECTION 16, TOWNSHIP 23 NORTH,
>
RANGE 5 EAST, W.M.
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KEY MAP
SCALE. • 1 "-200'
LEGEND
TEMPORARY EROSION SEDIMENTATION CONTROL
CLEARING
LIMITS OF CLEARING (TO OUTSIDE OF ARC)
FILTER FENCE
�— . . . .111
TEMPORARY INTERCEPTOR SWALE
f—} �--
ROCK CHECK DAM
TEMPORARY CUL VER T
-------250------
FINISH GRADE CONTOUR
DAYLIGHT LINE
CUT SLOPES
FILL SLOPES
TEMPORARY STAND PIPE
®
STRAW BALES
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N.E. 4TH ST
DOWNTOWN
Ii.E.
CEVL rriY
RENTON
PLAT cr
MONTEREY
TERRACE
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MT. OLIVET
v
CEMETERY
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PRDPOSED
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PLAT OF
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CEDAR CREST
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FEN TON
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RIVER
N
MAPLEWOOD
GOLF
COURSE
VICINITY MAP
NOT TO SCALE
OWNER/DEVELOPER
AS TO THE WESTERL Y POR770N:
GARY MERLINO CONSTRUCTION CO., INC
9125-10TH AVENUE SOUTH
SEA TTLE, WA. 98108
M.A. SEGALE
P.O. BOX 18010
TUKWLA, WA. 98138
CIVIL ENGINEER / SURVEYOR / PLANNER
TRIAD ASSOCIA TES
11814 115TH AVENUE NE
KIRKLAND, WA 98034
(425) 821-8448
GEO TECHNICAL ENGINEER
GEO ENGINEERS
8410 154 TH AVENUE N.E.
REDMOND, WA. 98052
(206) 861-6000
UTILITY PURVEYORS
SEWER CITY OF RENTON
WA TER CITY OF RENTON
BENCHMARK AND DATUM
HORIZONTAL DATUM.- NAD 198JI1991
BASIS OF BEARINGS. HELD BEARING OF N8973'02"W BETWEEN THE
NORTHWEST CORNER OF SEC71ON 16, T. 23 N., R. 5 E., W.M.
(CITY OF RENTON MONUMENT ,# 612) AND THE NORTH QUARTER CORNER
OF SEC710N 16, T. 23 N., R. 5 E., W. M. (Cl TY OF RENTON
MONUMENT J 1502). THE BEARING IS DERIVED FROM STATE PLANE
COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETWORK
BOOK DATED JANUARY, 1995.
VERTICAL DATUM: NA VD 1988
BENCHMARKS
ORIGINATING BENCHMARK. CITY OF RENTON MONUMENT ,# 1938 - TOP
OF SW BOLT OF TRAFFIC SIGNAL BASE AT THE INTERSECTION OF N.E.
3RD STREET AND MONTEREY. ELEVA77ON - 106.53'
BENCHMARK ,# 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG
THE SOUTH LINE OF THE PLAT OF MON7EREY TERRACE APPROXIMATEL Y
BETWEEN LOTS 2 AND J. ELEVA 710N 253.80'
BENCHMARK ,# 2 - RAILROAD SPIKE IN NE FACE OF TWIN 8" MAPLE
TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMATELY
4' SOUTH AND 12' EAST OF SW CORNER OF CHAINLINK FENCE.
ELEVA RON 270.11 '
BENCHMARK , jE 3 - CITY OF RENTON MONUMENT ,# 1941 - TOP OF N.E.
BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY
IN FRONT OF OFFICE FOR STONEWAY CONCRETE ELEVA7 ON 55.27'
SHEET INDEX
s.r
�3 r
1 COVER SHEET
2-4 GRADING PLANS
5-7 TEMPORARY EROSION AND SEDIMENTATION CONTROL PLANS
8 T.E.S.C. DETAILS AND NOTES
9 HOPE OUTFALL PLAN AND DETAILS
10 HDPE DETAILS AND NOTES
TRIAD ASSOCIATES
Project Management
Civil Engineering
Land Surveying
Land Use Planning
Landscape Architecture
Site Design
11814 115th Ave. NE Ikkland, ft 88084—M0
Tel 425.8211W Fax 425.82IM1
Toll Free B00.488AM rn Arfadamoc com
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SWAN DARROW, PE
DESIGNED: dAM
CARD: DLS
CHECKED: mw
DATE: MARCH 5, 1999
SCALE: HORIZ.: 1 "=200'
VERT.: N/A
\1 Mq
WA
az
I EXPIRES, 3/19/00 I
4/9/99
STAMP NOT VALID
UNLESS SIGNED AND DATED
JOB NWIM 98 _ 3 12
SHEET NUMBER 10F 10
©1999 TRIAD ASSOCIATES
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POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E., W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 169 TWP 23N., RGE 5 E.9 W.M.
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NOTE: ALL GRADING TO BE DONE
IN ACCORDANCE WITH GEOWOWICAL
REWMMENDA77ONS FOUND IN THE
REPORT "'GEOLOGIC AND G00MCHNICAL
SERVICES -LA =NA RESDEWTIAL
DEVnORMEN'r PREPARED BY
I GEWVGINMS� DAM DINE 27, 1996.
HORIZONTAL DA7LIM. NAD 12=991
BASIS OF BEARINGS. HELD BEARING OF N8973'02"W BETWEEN THE
NORTHWEST CORNER OF SECTION 16, T. 23 N., R. 5 E, W.M.
(CITY OF RENTON MONUMENT 1 612) AND THE NORTH QUARTER CORNER
OF SEC 77ON 16, T. 23 N., R. 5 E, W.M. (CITY OF RENTON
MONUMENT 1 1502). 774E BEARING IS DERIVED FROM STATE- PLANE
COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETRWK
BOOK DATED JANUARY, 1995.
1 A PPR 0 VED
t
11, � . I
8 y L DATE --',
- —
BENCHMARKS
ORIGINA 77NG BENCHMARK: Of TY OF RENTON MONUMENT 1 1938 - TOP
OF SIN BOLT OF 77?AMC SIGNAL BASE AT THE INTERSECTION OF N.E.
JRD STREET AND MONTEREY ELEVA77ON - 106.53'
BENCHMARK / 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG
THE SOUTH LINE OF 774E PLAT OF MON TEREY TERRACE APPROXIMA TEL Y
BETWEEN L075 2 AND J. ELEVA77ON 253.80'
BENCHMARK / 2 - RAILROAD SPIKE IN NE FACE OF TWIN 8- MAPLE
TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMA TEL Y
4' SOU774 AND 12' EAST OF SW CORNER OF CHAINLINK FENCE.
ELEVA77ON 270.11'
BENCHMARK 1 .3 - CITY OF RENTON MONUMENT / 1941 - TOP OF N.E.
BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIG14 WA Y
IN FRONT OF OFF7CE FOR STONEWAY CONCRETE. ELEVA77ON 55.27'
D1999 TRIAD ASSOCIATES
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11814 115th km N1 Kirklmad W1 OM-M
Tel 42LB21MO Fox 425.821.3481
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DATE: MARCH 5, 1999
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BOOK DATED JANUARY, 1995.
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3RD STREET AND MONTEREY. ELEVATION — 106.53'
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C©1999 TRIAD ASSOCIATES
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Landscape Architecture
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HORIZONTAL DATUM. NAD 1983I1991
BASIS OF BEARINGS- HELD BEARING OF N8973'02"W BETWEEN THE
NORTHWEST CORNER OF SECTION 16, T. 23 N., R. 5 E., W.M.
(CITY OF RENTON MONUMENT # 612) AND THE NORTH QUARTER CORNER
OF SEC 77ON 16, T. 23 N., R. 5 E., W. M. (Cl TY OF REN TON
MONUMENT,f 1502). 774E BEARING IS DERIVED FROM STATE PLANE
COORDINATES FOUND W CITY OF RENTON SURVEY CONTROL NETWORK
BOOK DATED JANUARY, 1995.
I APPROVED
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RKS
ORIGINATING BENCHMARK- CITY OF RENTON MONUMENTf 1938 - TOP
OF SW BOLT OF TRAFFIC SIGNAL BASE AT THE INTERSECTION OF N.E.
3R0 STREET AND MONTEREY ELEVATION - 106.53'
BENCHMARK / 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG
774E SOUTH LINE OF 774E PLAT OF MONTEREY TERRACE APPROXIMATELY
BETWEEN LOTS 2 AND J. ELEVAT70N 253.80'
BENCHMARK 2 - RAILROAD SPIKE IN NE FACE OF TWIN 8- MAPLE
TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMA TEL Y
4' SOUTH AND 12' EAST OF SIN CORNER OF CHAINLINK FENCE.
ELEVATION 270.11'
BENCHMARK / J - CITY OF RENTON MONUMENT 1 1941 - TOP OF N.E.
BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY
IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVA T70N 55.27'
,)1999 TRIAD ASSOCIATES
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DESIGNED: JAM
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CHECKED: MLM
DATE: MARCH 5, 1999
SCALE: HOPIZ.: 1`�-50'
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HORIZONTAL DATUM: NAD 198JI1991
BASIS OF BEARINGS. HELD BEARING OF A/8973102"W BETWEEN THE
NORTHWEST CORNER OF SECTION 16, T. 23 N., R. 5 E., W.M.
(CITY OF RENTON MONUMENT # 612) AND THE NORTH QUARTER CORNER
OF SEC 77ON 16, T. 23 N., R. 5 E., W.M. (CITY OF RENTON
MONUMENT J 1502). THE BEARING IS DERIVED FROM STATE PLANE
COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETWORK
BOOK DATED JANUARY, 1995.
,VER77CAL DATUM: NAVQ 1988
� APPROVED
DATE 0�1�A(*`
BENCHMARKS
ORIGINA 77N G BENCHMARK: CITY OF RENTON MONUMENT # 1938 - TOP
OF SW BOLT OF TRAFFIC SIGNAL BASE AT 774E INTERSECTION OF N.E.
JRD STREET AND MONTEREY ELEVATION - 106.53'
BENCHMARK f 1 - TOP OF BRASS PLUG IN CONCRETE MONUMENT ALONG
774E SOU774 LINE OF 774E PLAT OF MONTEREY TERRACE APPROXIMATELY
BETWEEN LOTS 2 AND J. ELEVA71ON 25J.80-
BENCHMARK f 2 - RAILROAD SPIKE IN NE FACE OF TWIN 8- MAPLE
TREE, 50' SOUTH OF THE SOU 7H END OF BLAINE AVE. APPROXIMA TEL Y
4' SOU774 AND 12' EAST OF SW CORNER OF CHAINLINK FENCE.
ELEVATION 270.11'
BENCHMARK J J - CITY OF RENTON MONUMENT # 1941 - TOP OF N.E.
BOLT OF LIGHT STANDARD ON SOL1774 SIDE OF MAPLE VALLEY HIGHWAY
IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVATION 55.27'
KEY MAP
NOT TO SCALE
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DATE: MARCH 5, 1999
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HORIZONTAL DATUM, NAD 1985 1991
BASIS OF BEAR/NGS. HELD BEARING OF N8973'02"W BETWEEN THE
NORTHWEST CORNER OF SEC77ON 16, T. 23 N., R. 5 E., W.M.
(CITY OF RENTON MONUMENT f 612) AND THE NORTH QUARTER CORNER
OF SEC77ON 16, T. 23 N., R. 5 E., W.M. (CITY OF RENTON
MONUMENT 1 1502). 774E BEARING /S DERIVED FROM STATE PLANE
COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETAVRK
BOOK DATED JANUARY, 1995.
APPROVED
�� T' .
BY It -- DA TE
BENCHMARKS
OR16YNA77NG BENCHMARK.• C/TY OF RENTON MONUMENT 1 1936 — TOP
OF SW BOLT OF TRAMC SIGNAL BASE AT THE /NTERSECT70N OF N.E.
3RD STREET AND MONT EREY. ELEVA 7701V — 106.53'
BENCHMARK / 1 — TOP OF BRASS PLUG /N CONCRETE MONUMENT ALONG
774E SOUTH LINE OF 774E PLAT OF MONTEREY TERRACE APPROXIMATELY
BETWEEN L07S 2 AND 3. ELEVA77ON 253.80'
BENCHMARK 1 2 — RAILROAD SPIKE /N NE FACE OF TWIN 8' MAPLE
77REE, 50' SOUTH OF THE SOU7H END OF BLAINE AVE. APPROXIMATELY
4' SOUTH AND 12' EAST OF SW CORNER OF CHAINLINK FENCE.
ELEVA7701V 270.11'
BENCHMARK / 3 — CITY OF RENTON MONUMENT 1 1941 — TOP OF N.E.
BOLT OF LIGHT STANDARD ON SOU774 SIDE OF MAPLE VALLEY HIGHWAY
IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVA77ON 55.27'
D1999 TRIAD ASSOCIATES
A�
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TRUW JMOCIATES
Project Management
Civil En ineer
g mg
Land Surveying
Land Use Planning
Landsca a Architectur
P e
Site Design
11814 115tL Ave. NE Mrk]—A- TA OM—M
Tel 425.82IMU Fax 425.821.9181
Toll Free 800.48LO75E vlln.triadamoc oom
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BRAN DARROW, PE
DESIGNED: ,uM
CARD: DLS
CHECKED: MLM
DATE: MARCH 5, 1999
SCALE: HORIZ.:10-50'
VERT.: N/A
L. M
y
- r f `41 S TEn" (>'
�I�NAL ��
;
EXPIRES: 3/19/00
-4/9/99
STAMP NOT VALID
UNLESS SIGNED AND DATED
8 8
55
JOB NUI[BER _ ��
9
SHEET NUMBER 70F 1O
�
N
/1&� 9ci-6`7�
POR. OF NE 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE 5 E., W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 16, TWP 23N., RGE 5 E., W.M.
Al�
6
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c
IL
w
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W
x
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8#
0
111�
-SURROUND CATCH BASIN GRA 7E
WITH A 10" WIDE BERM OF 112" TO
3/4" WASHED GRAVEL
10"
a opo 00 �� o
12"
MIRAF7 140-N
FILTER FABRIC
CATCH BASIN
INTERIM CATCH BASIN
GRATE PRO TEC TION
NO T TO SCALE
IF POSSIBLE rrc u rwc r ur.� mu r n ur
INGRESS/EGRESS AREA
ROCK CONS TRUC TION ENTRANCE
NOT TO SCALE
0.25' MIN.
SWALE CROSS SECT/ON (2 ROCK CHECK DAM
DI TCH SLOPE
CHECK DAM SPACING
0 - 5%
150'
5 - lox
100'
>10%
50'
51
o -
%\i//i /A /i//i//i//i//i//i//i//i//i//i//v/i//�/\//v/i// /�// /% \\\/�' 1 1.0'
O KEY ROCK INTO ' \
SWALE MIN. 0.25' \\%/i�./lir�irlir✓r./rli.
> NOTE:' ROCK SHALL BE 4" MINUS SUMP BEHIND ROCK CHECK DAM
LU QUARRY ROCK. SHALL BE INSPECTED DAILY &CL
CLEANED WHEN COLLECTED
DEBRIS EXCEEDS 112 OF ITS
DEPTH.
ROCK CHECK DAM CROSS SECTION
ROCK CHECK DAM DETAILS
NOT TO SCALE
O
Z
FILTER FABRIC (M/RAFT 100X
OR EQUIV. 60" WIDE ROLLS)
�1
SLOi°E- 11 0`
a�
PROVIDE 3/4"-1 2"
WASHED GRAVEL BACKFILL
ON B07H SIDES OF FENCE.
POSTS
CROSS SEC T/ON
2'
5'
12"
FILTER FABRIC (M/RAFI 10OX OR EQUIV. 60" WIDE ROLLS)
2'
4' i
2' BURY BOTTOM OF
FIL TER FABRIC
MATERIAL IN 8"X 12"
TRENCH
2X4 DOUGLAS FIR ® 6'O. C. NO. 1 GRADE OR
EQUAL. ALTERNATE. • STEEL FENCE POSTS
FILTER FENCE DETAIL
NOT TO SCALE
4' 1 4'
Lu
3�
�f
�vl I
yr. I' MIN. 4:
DEPTN_e
1' MIN. THICKNESS
4'-6" RIPRAP
ROCK -LINED SWALE DETAIL
NOT TO SCALE
SUBGRADE
2.09E
1 MIN.
DEPTH
TEMPORARY INTERCEPTOR SWALE DETAIL
NOT TO SCALE
POLYETHYLENE CAP
PROVIDE ADEQUATE S
�\ �ColzRucATED
A/�T � RISER
wATERn
COUPUN
TACK WEL
6" MIN.
CONCRETE
2x RISER DIA. MIN.
TRAPPING
/.
PERFORATED POLYETHYLENE
DRAINAGE TUB/NG 6/AMETER
`\
MIN. 2" LARGER IfHAN
DEWATERING QRIFICE. 7iJ8/NG
J.5' Aft
SHALL COAAALY W TH ASTJII
�
F667 V4 °AASHTO A1294;
G
f4wP Wl.. $IL T FABRIC
MICE.,
Nc4 ,O0, $Z7 AP A/VD "Bf)L F -~
G��������
DEWATER/NG ORIFICE; SCHEDULE
40 STEEL STUB MIN.
-
MOUND WASHED SAN
DIAMETER AS PER PLANS
18" MINF.
AROUND PERFORATEL
BASE
POLYETHYLENE TUBE.
ALTERNATIVELY, METAL STAKES
AND WIRE MAY BE USED TO
PREVENT FLOTA77ON
I
I
MAINTENANCE STANDARDS
1. SEDIMENT SHALL BE REMOVED FROM THE POND WHEN IT REACHES 1 FOOT IN DEPTH.
2. ANY DAMAGE TO THE POND EMBANKMENTS OR SLOPES SHALL BE REPAIRED.
SEDIMENT POND RISER DETAIL
NOT TO SCALE
TOP EL 6"
PER PLAN Crushed
1 OR FLATTER
--���-
6
of 5/3" (-) Z OR FLATTER
Rock L
I - . `
fill IV
4 -G" QUARRY SPALLS
--
APPROVFO FILTER FABRIC
MAX, FACE
VOID 6"
-
f_r ' MY BE REQUIRED UNDCR
�
KN�� CERTAIN SOIL CONDITIONS
\_
1114i
z
iGgr:
uv9
m
�
p_
x=lgdi.
V�dr CHINK VOIDS, G" OR GREATER
o
I�`
o
g PER PLAN
12" MINIMUM
= f
;DI„ 6" PERFORATED BRAIN PIPE, RUN TO
1 STORM SEWER OR AS DIRECTED BY
1
llr-�i!III:
THE ENGINEER
12"
PIIN,1h11
-_
-�nn ,rnlru yam"E- ..--
iil"•
�- UNDISTURBED SOIL OR COMPACTED FILL
THE LONG DIMENSION OF THE ROCKS SHALL EXTEND INTO THE EARTH TO PROVIDE MAXIMUM
STABILITY.
THE ROCK SHALL DE PLACED SO AS TC LOCK INTO TWO ROCKS IN THE f1ER.
I IIAN ROCKS 150 LBS. MIN. 300 LDS. FAX. SIZE 10" IN ITS LEAST DIMENSION
2 IIAN ROCKS 300 LBS. 800 LBS. SIZE 13" TO 10"
3 PLAN ROCKS 800 LDS. 1500 LBS. SIZE 18" TO 24"
4 RAN ROCKS 1500 LBS. 2100 LBS. SIZE 24" TO 32"
5 MAN ROCKS 2100 LBS. 3000 LBS. SIZE 30" TO 38"
'ANY ROCKERY GREATER THA11 8 FEET 1N HEIGHT MUST BE DESIGNED AND INSPECTED BY A
LICENSED ENGINEER WITH GEOTECHNICAL EXPERTISE. THE ENGINEER MUST CERTIFY TO THE
CITY THE ROCKERY WAS INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS.
ROCKERIES T FEET AND LOWER SIIALL. BE CONSTRUCTED OF 4 MAN TO 2 MAN ROCKS FROM
BOTTOM TO TOP.
ROCKERIES 7 FEET AND HIGHCR SHALL BE CONSTRUCTED OF 5 MAN TO 2 IkM ROCKS FROM
BOTTOM TO TOP.
l�Y o ADOPTED
CITY OF RENTON
+ � i STANDARD PLANS
�FN,Tp� LST DATE:1-Nov-85
ROCKERY DETAIL
NOT TO SCALE
EROSION CONTROL NOTES
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT AC7714TY OCCURS, A
PRECONSTRUCT70N MEE77NG MUST BE HELD WITH THE CITY OF RENTON
DEVELOPMENT SERVICES DIVISION, CONS7RUCTI0N SERVICES ((425)-430-7200).
2. ALL LIMITS OF CLEARING AND AREAS OF VEGETA77ON PRESERVA77ON AS
PRESCRIBED ON THE PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD AND
OBSERVED DURING CONSTRUCTION.
J. ALL REQUIRED SEDIMENTATI0N/EROSION CONTROL FACILITIES MUST BE
CONSTRUCTED AND IN OPERA71ON PRIOR TO LAND CLEARING AND/OR 07HER
CONSTRUCTION TO INSURE THAT SEDIMENT -LADEN WATER DOES NOT ENTER
THE NA7URAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES
SHALL BE MAINTAINED IN A SA77SFACTORY COND177ON UN77L SUCH 77ME
THAT CLEARING AND/OR CONSTRUC7ION /S COMPLETED AND POTEN77AL FOR
ON-SI TE EROSION HAS PASSED. THE /MPLEMENTA 77ON, MAINTENANCE,
REPLACEMENT AND ADD177ONS TO EROSION/SEDIMENTATION CONTROL
SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMIT7EE.
4. THE EROSION AND SEDIMENTA7ION CON7ROL SYSTEMS DEPICTED ON THIS
DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET
ANT7C1PA7ED S17E CONDITIONS. AS CONSTRUCTION PROGRESSES AND
UNEXPECTED OR SEASONAL COND177ONS DICTATE, THE PERMITTEE SHALL
AN77CIPA7E THAT MORE EROSION AND SEDIMENTA7ION CONTROL FACIU77ES
WILL BE NECESSARY TO INSURE COMPLETE SILTA77ON CONTROL ON 774E
PROPOSED SITE DURING THE COURSE OF CONSTRUCTION, IT SHALL BE
THE OBLIGA77ON AND RESPONSIBILITY OF 774E PERMITTEE TO ADDRESS ANY
NEW CONDI770VVS 7HAT MAY BE CREATED BY HIS AC77VI77ES AND TO
PROVIDE ADDIT70NAL FACILITIES, OVER AND ABOVE MINIMUM
REQUIREMENTS, AS MAY BE NEEDED TO PR07ECT ADJACENT PROPER77ES AND
WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.
5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY.
IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE
OR LOCA77ON OF PIPES, RE57RICTORS, CHANNELS OR RETENTION
FACIUTIES.
6. DURING 7HE 77ME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL
PROJECT DISTURBED SOIL AREAS GREATER THAN 5,000 SQUARE FEET THAT
ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS SHALL BE
COVERED BY MULCH, SODDING, OR PLAS77C COVERING.
7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETA77ON AND WHERE NO
FUR774ER WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS OR MORE, ALL
DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WI7H MULCHING,
GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT
APPLICABLE TO 774E 71ME OF YEAR /N QUESTION. GRASS SEEDING ALONE
WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH
SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT
IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE AUGMENTED WITH
MULCHING, NET77NG OR DINER TREATMENT APPROVED BY THE CITY OF
RENTON, OUTSIDE THE SPECIFIED 77ME PERIOD.
8. FOR ALL EROSIONISEDIMENTA77ON CONTROL PONDS WHERE THE DEAD
STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE, A MINIMUM OF 3 FEET HIGH
IS REQUIRED WITH J. 1 SLOPE.
9 A TEMPORARY GRAVEL COIVSIRUC71ON ENTRANCE, 24' X 100' X B" OF 4- TO
8-INCH QUARRY SPALLS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR
INGRESS AND EGRESS TO THE CON57RUC77ON S17E
GE07ECHNICAL NOTES
CONSTRUCTION SEQUENCE
1. ALL WORK SHALL COMPLY WITH THE RECOMMENDAT70NS INCLUDED IN THE
1. THE CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE -
FOLLOWING REPORT.
GEOLOGIC AND SERVICES
CONSTRUC7ION CONFERENCE WITH THE CITY OF RENTGK OWNER,
DEN77AL EVECAL
LA COLINA RESIDEN77AL DEVELOPMENT
ENGINEER AND ALL INTERESTED UTILITIES.
REN TON, WASHINGTON
2. PRIOR TO ANY CONSTRUCTION, 774E CONTRACTOR SHALL CONTACT
PREPARED BY -
THE UNDERGROUND UTILITY LOCATOR SERVICE FOR MARKING ANY
DATED
DA7FD - JUNE 996
27, 199
KNOWN U71U7ES
2. IMPORTED FILL MATERIAL WILL NEED TO BE CERTIFIED AS CLEAN AND FREE
3. 774E CONTRACTOR SHALL ARRANGE FOR SURVEYED FLAGGING OF THE
OF CONS TRUC77ON1 DEMOLI77ON AND LAND CLEARING WASTE (AS DEFINED BY
PROPERTY LINES AND CLEARING LIMITS
KING COUNTY BOARD OF HEALTH SOLID WASTE REGULATIONS. FILL MUST
NOT CONTAIN CONCENTRATIONS OF CONTAMINANTS NOR PETROLEUM
RUC 4. CONSTRUCT DETENTION VAULT, CB ;�'1A, AND DRISCOP/PE FROM
ST#lA
CONTAMINA7ION BEYOND LIMITS SPECIFIED BY THE CITY'S WATER U77LITY
CB TO DETENTION VAULT.
DIVISION.
THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT A REPORT TO THE CITI'S
5. USING EDMONDS AVENUE FOR S17E ACCESS, THE CONTRACTOR SHALL
CONSTRUCT THE TEMPORARY EROSION CONTROL PONDS & OUTFALLS,
WA TER UTILITY lND/CA 71NG THE SOURCE LOCH TION OF THE FILL MA TER/ALS,
TO DETEN7ION VAULT.
HISTORY OF USE OF THE SOURCE SITE, AND RESULTS OF ANALYSIS OF SOILS
SAMPLE TAKEN AT THE SOURCE SITE 774E REPORT SHALL BE PREPARED BY
6. THE ROCK -LINED CONSTRUC7ION ENTRANCE SHALL BE COMPLETED
A WASHINGTON STATE LICENSED CIVIL ENGINEER OR GEOLOGIST AND PROVIDED
BEFORE ANY SITE CLEARING OR GRADING OCCURS
EI
DINER PRIOR TO STOCKPILING OF MATERIALS ON THE SITE, OR NO LATER THAN
14 DAYS AFTER STOCKPILING. GRADING WILL NOT BE ALLOWED UN77L THE WATER
7 ONCE SITE ACCESS HAS BEEN ESTABLISHED, THE CONTRACTOR
U77LITY DETERMINES THAT THE REPORT AND THE RESULTS OF ANALYSIS ARE
INSTALL
SHALL SHALL ST
ALL 774E PERIMETER FILTER FENCES AND ANY TREE
ACCEPTABLE. ANY MATERIAL NOT MEE77NG STANDARDS WILL NEED TO BE
FENCES
COVERED IMMEDIATELY W1714 A WATERPROOF COVER AND SHALL BE REMOVED
FROM THE SITE W1774IN 30 DAYS OR LESS. (SOIL SAMPLING, ANALYSIS AND
8. THE CONTRACTOR MAY NOW BEGIN CLEARING AND GRADING THE
REPORTS MAY BE WAIVED EN77RELY, OR /N PART, AT THE DISCRE7701V ON THE
SITE CONSTRUCTION SHALL PROCEED FROM WEST TO EAST
WATER UTILITY, IF ADEQUATE INFORMA77ON /S PROVIDED INDICATING THAT THE
(UPHILL), EXTENDING THE TEMPORARY INTERCEPTOR SWALES (AND
SOURCE 577E IS FREE OF CONTAMINATION. FURTHERMORE, SOIL SAMPLING,
CHECK DAMS) AS WORK PROGRESSES
ANALYSIS, AND REPORTS SHALL NOT BE REQUIRED FOR SOURCES OF EARTH
MATERIAL FROM WHICH 50 YARDS OR LESS /S OBTAINED.
9. THE CONTRACTOR SHALL COVER, HYDROSEED OR LANDSCAPE ALL
EXPOSED SURFACES AS SOON AS FINAL GRADES ARE ATTAINED.
10. ONCE THE S17E IS TO SUBGRADE, AND PROTECTED FROM EROSION,
NPDES NOTES
UNDERGROUND U77LITY CONSTRUCTION CAN PROCEED. INSTALLED
-
U77LI77ES SHALL BE PROTECTED FROM DAMAGE DURING ON -GOING
1. THE CONTRACTOR SHALL KEEP A RECORD OF THE DATES WHEN
CONSTRUC7701V ACT71477ES.
MAJOR GRADING AC77W77ES OCCUR, WHEN CONSTRUCTION
ACTIOTIE-S TEMPORARILY OR PERMANENTLY CEASE ON A POR77ON
11. AS SOON AS U77LITY CONSTRUCTION IS COMPLETE THE ROADS
OF THE SITE, AND WHEN STABILIZAT70N MEASURES ARE
AND PARKING AREAS SHALL BE ROCKED AND/OR COVERED WITH
IMPLEMENTED.
ASPHALT TREATED BASE (ATB).
2. ALL EROSION CONTROL FACILITIES SHALL BE INSPECTED,
12. WHEN S17E DEVELOPMENT IS COMPLETE AND 774E THREAT OF
MAINTAINED AND REPAIRED BY THE CONTRACTOR AS NEEDED TO
EROSION HAS PASSED, THE TEMPORARY EROSION CONTROL
ASSURE CON77NUED PERFORMANCE OF THEIR INTENDED FUNCTION.
FACIL177ES MAY BE DISMANTELD AND 774E DISTURBED AREAS CAN
ALL ON S17E EROSION AND SEDIMENTATION CONTROL MEASURES
BE BROUGHT TO FINAL GRADE AND LANDSCAPED.
SHALL BE INSPECTED AT LEAST ONCE EVERY SEVEN DAYS AND
WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER 774AN 0.5
INCHES PER 24 HOUR PERIOD. AN INSPEC77ON REPORT FILE
SHALL BE MAINTAINED BY THE CONTRACTOR.
APPR0 WED
BY DA TE
V-
TRIAD ASSOCIATES
Project Management
Civil Engineering
Land Surveying
Land Use Planning
Landscape Architecture
Site Design
11814 115th Ave. NE Kirkland, W1 i1 U-M
Tel 425.821AM Fax 425.821.S181
Toll Free 800A488.0758 rnv.triadaseoc.00m
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BRAN DARROW, PE
DESIGNED: JAM
CARD: DLS
CHECKED: MLM
DATE: MARCH 5, 1999
SCALE: HORIZ.: N/A
VW.: N/A
WA SDI �<<
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EXPIRES: 3/19/00
STAW NOT VALID
UNLESS SIGNED AND DATED
JOB NMER 98- 312
SHEET NUMBER 8 OF 10
IL
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©1999 TRIAD ASSOCIATES
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11814 115th Ave. NE Erhand, WA OM-Mo
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SCALE: HORIZ.: 17-40'
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BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY
VERT.: NIA
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IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVATION 55.27'
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STAU NOT VALID
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JOB MME 98-312
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FUK. Ur Nt 1/4 & GOV. LOTS 7 & 8 OF SEC 17, TWP 23 N., RGE b E", W.M. & POR. OF NW 1/4 & SW 1/4 OF SEC 15, TWP 23N., RGE 5 E., W.M.
IL
Q TOP EL. 55.51 ROUND, SOLID LOCKING
s LID MARKED "DRAIN'
- - - - - - - - - - - - -
18' MIN. �Z 18" MIN. COVER
COVER �
OUTSIDE TOP 53 23 OUTSIDE TOP 53.23
---- p p >
IN
INSTANDARD GALVANIZED STEPS - - - - ° p °
OR LADDER p INSIDE TOP 52.66 INSIDE TOP 52.66
IN
D
MINIM
IRII�
O
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0.079" GALV. STEEL ANCHOR
STRAP BOLTED OR EMBEDDED p
2" IN WALL AT 3' SPACING
MAX.
°
8� 18"
Q 2.00%
GROUT (TYR) D °
D
D D
°
EXIS77NG VAULT
MWS 52.16 GROUT (TIP) MWS 52.16
e c . 7 7=
TOP OF BAFFLE WALL 51.15 TOP OF BAFFLE WALL 51.15
---- 10'-18"- ---
® 1.00%
LIFT ROD FASTEN
TO LADDER AT TOP IE 49.80
ABOVE OVERFLOW
o.
8" SHEAR GATE 3" x 0.075" ALUM/NUM OR
0.079 GALV STEEL ANCHOR
24"
EL. 4Z39 SOLID BOTTOM
TOP OF SEDIMENT 43.60
- - - - - - - - - - - - - - - - - -
BOTTOM EL. 42.60
e
° p > °D
°
VAULT OVERFLOW DETAIL
SCALE: 1" = 2'
COVER MARKED DRA
W1 TH LOCKING BOLTS
STRAP BOLTED OR EMBEDDED p
2" IN WALL AT 3' SPACING 24'
MAX. p
e 16-7/16" ORIFICE, ELEV 47.80
RESTRICTOR PLATE WITH SHOP
DRILLED ORIFICE.
D p
IN
D
EXIS77NG VAUL T
D ,
18" HDPE
24" DIA. ACCESS OPENING
TOP EL. 62.01
D
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O
°
D
D
O
D
O
D °
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TOP OF D.I. PIPE EL. 54.90
-0 O
STANDARD CATCH BASIN D
STEPS ® 12" MAX/MUM °
SPACING (TYR) D
O
D
n
p 3"xO.075" ALUMINUM OR 0.079"
° GALV. STEEL ANCHOR STRAP
BOLTED OR EMBEDDED 4"IN
WALL AT 2' VERT. MAX. SPACING
D � °
°
HDPE OUTLET
D EL. 50.90
D D °
TOP OF DEAD STORAGE
EL. 49.90
8 LF 24" DIA. D.I. FLANGED SLEEVE
O e
D
BOLT D.I. SLEEVE TO RODS
36" DIA. OUTLET PIPE AT EL. 46.90
e
36' lE 46.90 BOTTOM FLANGE EL. 46.90
0 T BOL T 1 2" THICK GAL VAN/ZED
GROUT (TYP) 2• STEEL PLATE DIRECTLY BELOW
° 24" D.I. SLEEVE
20-1-1 4' DIA. THREADED RODS
4 LONG. MIN.
� IlD° I I D Il II
1' THICK CONCRETE BLOCK
'oil
THREADED RODS BOLTED TO
U U LL p U° CONCRETE BLOCK & CATCH BASIN
e.
TYPE N- 72" CATCH BASIN
CB 1B, ENERG V DISIPA TOR DETAIL
SCALE. 1" = 2'
- - - - - - -
TOP OF SEDIMENT 43.60
- - - - - - - - - - -
BOTTOM EL. 42.60
e
°
° p
VAULT CONTROL STRUCTURE
SCALE: 1" = 2'
10' - -
36"
BACKING PLATE
17"
PLATE 1-WELD
112" ALUMINUM
SHIM UNDER
SLIP-ON RING
co
1OR' FOR 1870 PIPE
+
F2PLA TE
(PLA TE 1
REVERSED)
L112' THICK ALUMINUM
PLA 7E
BACKING PLA TE DETAIL
PLACE CONCRETE BLOCKING
O HDPE EXIT BETWEEN
UNDISTURBED GROUND & CB
(SEE DETAIL AT RIGHT)
Is 36"x36"xl/2" THICK
ALUMINUM BACKING
PLATE, COAT WITH
o COOL TAR (TYR)
' MOLDED PIPE TYPE 11-84" CB
oFLANGE
,
�• \ 4,5.
-SLIP-ON METAL
BACK-UP FLAN
'-NON-SHRINK GROUT
ALL VOIDS BEHIND
BACKING PLATE
MAX 18" 0VEREXCA VA 77ON
ON ANCHOR SIDE
BACKING PLATE 2
HDPE PIPE
FLANGE
SUP -ON METAL
BACK-UP FLANGE
0 18' HDPE
D � D
0
P,
D
0
D �
> 1. 75' o . D
70'
CONCRETE BLOCKING DETAIL
NOTE., MANHOLE BASE SEC77ON SHALL
BE PROVIDED WITH CLASS V
REINFORCEMENT AROUND
KNOCKOUT
f_NON SHRINK
GROUT
BOTTOM OF
CHANNEL
TYPE 11-84" CB
UNDISTURBED NA77VE
PLAN MA TER/AL
CB 1A, DRISCOP/PE CONNECTION DETAIL
NOT TO SCALE
HORIZONTAL DATUM, NAD 198311991 BENCHMARKS
BASIS OF BEARINGS. • HELD BEARING OF N8973'02"W BETWEEN THE ORIGINA77NG BENCHMARK: CITY OF RENTON MONUMENT # 1938 - TOP
NORTHWEST CORNER OF SEC7701V 16, T. 23 N., R. 5 E., W.M. OF SW BOLT OF TRAFFIC SIGNAL BASE AT THE INTERSEC77ON OF N.E.
(CITY OF RENTON MONUMENT # 612) AND THE NORTH QUARTER CORNER 3RD STREET AND MON7EREY. ELEVA7701V - 106.53'
OF SECT70N 16, T. 23 N., R. 5 E., W.M. (CITY OF RENTON
MONUMENT / 1502). 774E BEARING IS DERIVED FROM STATE PLANE BENCHMARK f 1 - TOP OF BRASS PLUG /N CONCRETE MONUMENT ALONG
COORDINATES FOUND IN CITY OF RENTON SURVEY CONTROL NETWORK 174E SOU774 LINE OF THE PLAT OF MONTEREY TERRACE APPROXIMATELY
BOOK DATED JANUARY, 1995. BETWEEN LOTS 2 AND 3. ELEVA77ON 253.80'
VER71CAL DATUM. NAVD 1988 BENCHMARK # 2 - RAILROAD SPIKE IN NE FACE OF TW►N 8' MAPLE
TREE, 50' SOUTH OF THE SOUTH END OF BLAINE AVE. APPROXIMATELY
4' SOUTH AND 12' EAST OF SW CORNER OF CHA/NLINK FENCE.
ELEVA77ON 270.11'
BENCHMARK # 3 - CITY OF RENTON MONUMENT ,f' 1941 - TOP OF N.E.
BOLT OF LIGHT STANDARD ON SOUTH SIDE OF MAPLE VALLEY HIGHWAY
IN FRONT OF OFFICE FOR STONEWAY CONCRETE. ELEVATION 55.27'
©1999 TRIAD ASSOCIATES
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TRIM AMOCIATM
Project Management
Civil Engineering
Land Surveying
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Landscape Architecture
Site Design
11814 115th Ave. NE Hirklend, TA OM-00
Tel 425.821.8448 Fax 425.821.9181
Toll Free 800ABLU'58 wwhiadu moe eom
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BRAN DARROW, PE
PROJECT MANAGER
DESIGNED: daM
CARD: DLS
CHECKED: mLm
DATE: MARCH 5, 1999
SCALE: HORIZ.: AS SHOWN
VERT.: N/A
WAg�I �F
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CS "4ISTEn" v�
S�CNAL ��
EXPIRES: 3/19/00
STAMP NOT VALID
UNLESS SIGNED AND DATED
70B NUMBER 98- 3 12
S= NUMBER 10OF 10