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2.5LF 36" CMP
0 0.00%
CB#5 TYPE II 54"
OUTLET STRUCTURE
W/VANED GRATE LID
PROVIDE 6' SOLID WOOD
FENCE ALONG NORTH
PROPERTY LINE I
END FENCE AT'EAST ASPHALT RAMP
END OF WALL TO TIE INTO
EXISTING SHOULDER
CB#1 _TYPE I
W/VANED GRATE LID MSE WALL
RIM 199.89 i
RIM=171.69
PER COR STD.
PATHWAY - IE=1�35.89
IE. 2"=164.35 (IN) DETAIL B027 (TYP) EXTRUDED CURB
IE.12"=161.84 (OUT) PER COR STD,
IE. 36"=156.67 (IN) DETAIL F-D04 TYPE 4. I
1
O;
TRANSITION f
1va
r \ 4 I
4" TO 2"
1
7n IF
-
HDPE J � - .�
„ rpl Oil GPIP 87
2+0 50LF 12 HDPE 0 .00 _ , _ _T _
90834
1 b.3 IF 12 CPEP 013.137. 5+00
1 Ls s
� I ,...
5LF 12" CPEP
0 95%
CB#4 TYPE II 48"
W/VANED GRATE LID
RIM=173.85
- IE=166.05(IN)
IE=166.35(OUT)
CB#3 TYPE I
W/VANED GRATE LID
RIM=183.88
IE=179.58
CB#2 TYPE I
W/VANED GRATE LID
RIM=192.41 ED
IE.E=18&21
IE.S=188.17
PER CDR STD.
DETAIL B012 (TYP)
5' ASPHALT > _. ----__ _
MIN. 10' GRIND DOWN (TYP)
SAWCUT EXISTING ASPHALT AT
PROPOSED CURB & GUTTER EDGE.
ADD FULL WIDTH OVERLAY TO EXISTING
PAVEMENT ALONG FRONTAGE IMPROVEMENTS.
20' WIDE DRIVEWAY
PER COR STD ENTRY
ALTERNATE 1 DETAIL F006
5' WIDE SIDEWALK
4' WIDE PLANTER STRIP
PER COR STD DETAIL F007
CURB AND GUTTER
COR STD DETAIL F001
SEE NOTE 1. GS 173.5 I /11 T /1 INLET
- �-7\ c7::c 0\D 00--
-- -
END SOLID RAISE _RIM TO
WOOD FENCE \ _. MATCH GRADE.
REPLACE VANE
TOP OF STEEP SLOPE WATER QUALITY TANK GRATE LID WITH
25LF 8' CMP 00.0%
10' STEEP SLOPE TANK=1 MSE WALL PER STRUCTURE SOLID LOCKING LID
TOP OF 64.19 ENGINEER DESIGN.
SETBACK MAX W.S.=161.50
TOP SED. STORAGE= 156.69 - SEE STRUCTURAL PLANS FOR
BOTTOM OF TANK= 156.19 DETAILS. (TYP), pay
SD _ _ _ SD
- -
_r_ sty STORM WATER DRAINAGE NOTESSD -
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT 10. GALVANIZED STEEL PIPE AND ALUMINIZED_ -
ACTIVITY OCCURS, A PRE -CONSTRUCTION STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL
MEETING MUST BE HELD WITH THE CITY OF HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE -
RENTON DEVELOPMENT SERVICES DIVISION, PLAN AND OUTSIDE.
REVIEW PROJECT MANAGER.
11. STRUCTURES SHALL NOT BE PERMITTED
2, ALL CONSTRUCTION SHALL BE IN WITHIN 10 FEET OF THE SPRING LINE OF ANY GRAPHIC SCALE
ACCORDANCE WITH THE LATEST EDITION OF THE STORM DRAINAGE PIPE, OR 15 FEET FROM THE
"STANDARD SPECIFICATIONS FOR ROAD, BRIDGE TOP OF ANY CHANNEL BANK. 0 10 20 v
AND MUNICIPAL CONSTRUCTION" PREPARED BY 12P
W.S.D.O.T., AND THE AMERICAN PUBLIC WORKS DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL.
ALL CATCH BASIN GRATES SHALL BE
ASSOCIATION (APWA), AS AMENDED BY THE CITY DEIN FEET)
OF RENTON. 13, OPEN CUT ROAD CROSSINGS THROUGH 1 inch = 20 ft.
3. THE STORM DRAINAGE SYSTEM SHALL BE EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE 1 '
CONSTRUCTED ACCORDING TO THE APPROVED ALLOWED UNLESS SPECIFICALLY APPROVED BY Cr = x
PLANS WHICH ARE ON FILE WITH THE CITY OF CITY OF RENTON.
RENTON. ANY DEVIATION FROM THE APPROVED 14. ROCK FOR EROSION PROTECTION OF PLANS WILL REQUIRE WRITTEN APPROVAL FROM ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE 0+00 1+00
THE CITY OF RENTON DEVELOPMENT SERVICES OF SOUND QUARRY ROCK PLACED TO A DEPTH
DIVISION. OF 1 FOOT AND MUST MEET THE FOLLOWING W
4. A COPY OF THESE APPROVED PLANS MUST
SPECIFICATIONS: 4"-8"/40%-70% PASSING; NOTES:
BE IS I0 PROGRESS. THE JOB SITE WHENEVER CONSTRUCTION ROCK/100CK 0% PASSING, NG PASSING; AND -2" 1. ACTUAL ALIGNMENT OF AT GRADE HDPE PIPE TO BE FIELD 200LF_ 8" HDPE ® GRAD
DETERMINED. A E
5. DATUM SHALL BE U.S.G.S. UNLESS OTHERWISE 15. ALL BUILDING DOWNSPOUTS AND FOOTING
APPROVED BY CITY OF RENTON. REFERENCE DRAINS SHALL BE CONNECTED TO THE STORM 2. AT GRADE PIPE MAY BE SUPPORTED/ANCHORED BY TREES ~ W
BENCHMARK AND ELEVATION ARE NOTED ON THE DRAINAGE SYSTEM, UNLESS APPROVED BY THE AS FEASIBLE AND WITH APPROVAL OF ENGINEER. PIPE \ GABION ENERGY DISSIPATER AT PIPE OUTFALL
PLANS, DEVELOPMENT SERVICES DIVISION. AN ANCHORS MAY BE DELETED IF TREES PROVIDE LATERAL 6'x6'xl' GABION MATTRESS plpE ANCHOR 0 50' O.C. MIN. STEEP SLOPE
ACCURATELY DIMENSIONED CERTIFIED AS -BUILT SUPPORT. WITH 3'x6'x3' GABION BASKET SEE NOTE 2. SEE NOTE 5.
6. ALL SEDIMENTATION EROSION FACILITIES MUST DRAWING OF THIS DRAINAGE SYSTEM SUBMITTED
/ TO THE CITY OF RENTON UPON COMPLETION. 3. ALL HDPE PIPE TO BE SDR 26. FILLED WITH 4" MINUS QUARRY SPALLS
BE IN OPERATION PRIOR TO CLEARING AND \ SEE DETAIL BELOW
BUILDING CONSTRUCTION, AND THEY MUST BE
SATISFACTORILY MAINTAINED UNTIL 16. ISSUANCE OF THE BUILDING OR 4. STRIP DRAINS AND FITTINGS TO BE ACODRAIN III XHD 475
CONSTRUCTION IS COMPLETED AND THE CONSTRUCTION PERMIT BY THE CITY OF RENTON CHANNEL OR APPROVED EQUIVALENT.
POTENTIAL FOR ON -SITE EROSION HAS PASSED. DOES NOT RELIEVE THE OWNER OF THE \ --- ----- ---- - - -
CONTINUING LEGAL OBLIGATION AND/OR LIABILITY 5. SHADING INDICATES SLOPES GREATER THAN OR EQUAL TO 0+00 1+00 2+00
7. ALL RETENTION/DETENTION FACILITIES MUST CONNECTED WITH STORM SURFACE WATER 40% AND WITH GREATER THAN 15' IN ELEVATION CHANGE. N 184855.0402
BE INSTALLED AND IN OPERATION PRIOR TO OR DISPOSITION. FURTHER, THE CITY OF RENTON E 1304205.9406
IN CONJUNCTION WITH ALL CONSTRUCTION DOES NOT ACCEPT ANY OBLIGATION FOR THE 3'x6'x3' GABION BASKET (ENERGY DISSIPATER/SPREADER)
ACTIVITY UNLESS OTHERWISE APPROVED BY THE PROPER FUNCTIONING AND MAINTENANCE OF THE 6 FILLED WITH 4" MINUS QUARRY SPALLS
DEVELOPMENT SERVICES DIVISION. SYSTEM PROVIDED DURING
CONSTRUCTION.R-CASK REBAR PIPE ANCHORS
8. GRASS SEED MAY BE APPLIED BY COQPCOOPOOQ PROVIDE SUFFICIENT CLEARANCE TO HDPE PIPE
HYDROSEEDING. THE GRASS SEED MIXTURE, 17. THE CONTRACTOR SHALL BE RESPONSIBLE 000000,000000,00000 TO ALLOW FOR LONGITUDINAL PIPE MOVEMENT
OTHER THAN CITY OF RENTON APPROVED FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY �8�a�8go�8� 3 DUE TO EXPANSION /CONTRACTION
STANDARD MIXES, SHALL BE SUBMITTED BY A DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS AND
LANDSCAPE ARCHITECT AND APPROVED BY THE ANY OTHER NEEDED ACTIONS TO PROTECT THE OQ� 0O�
LIFE, HEALTH AND SAFETY OF THE PUBLIC, AND 0 O o0 O Q0 O 0 0 00 0 00 0
DEVELOPMENT SERVICES DIVISION. A-1-89
0 0000 00 Q��Q���QO� 8" HDPE OUTFACE PIPE
TO PROTECT PROPERTY IN CONNECTION WITH THE U�� U�� Q LLJ1�O UUO 6'
PERFORMANCE OF WORK COVERED BY THE vvVC:vvvv v O aOo oO LAID AT GRADE.
9. ALL PIPE AND APPURTENANCES SHALL BE CONTRACT. ANY WORK WITHIN THE TRAVELED P OOP OOP �00 Q00
LAID ON A PROPERLY PREPARED FOUNDATION IN 0 0 Q0 O QO O 0 00 0 Q0 0
RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL 0 00
RIM=209.39'
MATCH EXISTING CURB,
GUTTER, PLANTER STRIP,
AND SIDEWALK
4LF OF 12"CPEP
S=2.0% MIN r
(TO MATCH EX.;? PIPE CROWN OF
EXISTING CATCH BASIN)
f
�n
I I
I
3+00
554.75' N89"51'32"E
0 = 12'41'29'
R = 4.50'
T = 0,50'
L = 1,00'
A = 14°11'29'
R = 10,00'
T = 1,24'
L = 2,48'
14.28'
S77'27'31 "E
4+00 5+005,Cn
41.59'
V6+0 S89'53'59"W
6+33.69
10.73'N63'16'01"W
II,
U
0_
a = 26°45'02'
R = 19,00'
T = 4,52'
L = 8.87'
ACCORDANCE WITH SECTION 7-02.3(1) OF THE 6 't= ' `-' 3 V�v �V ALIGNMENT LAY T
TRAFFIC FLOW SHALL REQUIRE AN APPROVED �'08g y Q Q Q
CURRENT STATE OF WASHINGTON STANDARD TRAFFIC CONTROL PLAN BY THE vvvv v �QQ HORIZONTALLAYOUT
AND BRIDGE
SPECIFICATION FOR ROAD
CONSTRUCTION. THIS SHALL INCLUDE
('(J
TRANSPORTATION DIVISION. ALL SECTIONS OF
THE W.S.D.O.T. STANDARD SPECIFICATIONS
QQU OQ� Q�
0 0 �0 O �0 O
O 00OR
�0 , Q0 O �O
0 0Q000� 0QQ00 0
NECESSARY LEVELING OF THE TRENCH BOTTOM
1-07-23, TRAFFIC CONTROL, SHALL APPLY.!��
A-89,
�!WELL
THE TOP OF THE FOUNDATION MATERIAL AS
AND COMPACTION OF
AS PLACEMENT
REQUIRED BEDDING MATERIAL TO UNIFORM GRADE
SO THAT THE ENTIRE LENGTH OF THE PIPE WILL
18. SPECIAL DRAINAGE MEASURES WILL BE
REQUIRED IF THE PROJECT LOCATION IS WITHIN
OO�Q�oO�Q��O�
�Q 0 0�0
O� 00� 0
1'
0 0 00 0 00 0 00 0 Q
CQ��� CQ� (� QQ, u
O�C�C� �C�UoU( _, O[ ) �
0 0
O�
BE SUPPORTED ON A UNIFORMLY DENSE THE AQUIFER PROTECTION AREA. 000aoog000� O O O O O O
UNYIELDING BASE. ALL PIPE BEDDING SHALL BE 0O Q0O Q0O
APWA CLASS "C", WITH THE EXCEPTION OF PVC 0 00 0 00 0 00
PIPE, ALL TRENCH BACKFILL SHALL BE MIRAFI 140X
COMPACTED TO MINIMUM 95% FOR PAVEMENT FILTER FABRIC 6'x6'x1GABION MATTRESS
AND STRUCTURAL FILL AND 90% OTHERWISE PER PLAN
ASTM D-1557-70. PEA GRAVEL BEDDING SHALL PROFILE
BE 6 INCHES OVER AND UNDER P.V.C. PIPE.
0 1 20' DRIVEWAY GABION OUTFALL DETAIL
3' 10' 10' 8" 5' 6 SCALE 1 =2
11 EDGE OF
w ROW OF EDGE OF
0 o PL wow ROW
6
< 12.0% 0' ROW2
I �tz.00sEA
t2 00%
° ° ° ° o ° ° o ° 5' f 4' 18' TO CENTER OF ROW
12.0 MAXI O O O° OO° 00° OO°p00 pa° O°° -
SIDEWALK I LANDSCAPE 13' TO EXISTING 18'
AREA CENTERLINE OF ROAD
Am. f
2.00% 2.00%
2" CLASS B ASPHALT
a oa oo as oa as oa ao as ao 00 oa oo ao
3" ATB
PAVEMENT WARPS TO SUBGRADE PREPARED PER SECTION 5.2..
MATCH GARAGE ENTRIES OF PROJECT GEOTECHNICAL REPORT 2" CLASS B ASPHALT OVERLAY
(ABERDEEN AVE APTS; TERRA ASSOCIATES, INC; NOV. 30; 1999.) OVER ENTIRE WIDTH OF ROAD
DRIVEWAY SECTION AA ABERDEEN AVE SECTION BB
SCALE 1 "=4'
SCALE 1 "=5'
WA
m
SCALE 1"=100'
7Q7 'i
s/ lJ)
/NA L E �L
FXPIRFs 01 /19/06
i
CONCEPT ENGINEERING, INC.
455 Rainier Boulevard North
Issaquah, Washington 98027
-_, (425) 392-8055 FAX (425) 392-0108
Copyright c 1999 Concept Engineering, Inc- All rights reserved.
JOB NO. 26009
ALL WORK SHALL COMPLY WITH CITY OF RENTON
STANDARD PLANS FOR ROAD, BRIDGE AND MUNICIPAL
00NICTAI I(`TIMI I ATGCT FnITInKI
CITY 77 'err TON
APPROVAL FOR SITE CONSTRUCTION
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