HomeMy WebLinkAboutTED4003207.3STORM WATER DRAINAGE NOTES
1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A
PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF
RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT
MANAGER.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND
MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O.T. AND THE
AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY
THE CITY OF RENTON.
3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING
TO THE APPROVED PLANS WHICH ARE ON FILE WITH THE CITY OF
RENTON. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE
WRITTEN APPROVAL FROM THE CITY OF RENTON DEVELOPMENT
SERVICES DIVISION.
4. A COPY OF THESE APPROVED PLANS MOST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
TLfM SHALL BE U.S.G.S. UNLESS OTHERWISE APPROVED BY THE 5. DA
CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATION ARE
NOTED ON THE PLANS.
6. ALL SEDIMENTATION/ EROSION CONTROL FACILITIES MUST BE IN
OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND
THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION
IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS
PASSED.
7. ALL RETENTION/ DETENTION FACILITIES MUST BE INSTALLED AND IN
OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION
ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT
SERVICES DIVISION.
8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED
MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD
MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND
APPROVED BY THE DEVELOPMENT SERVICES DIVISION.
9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION
OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE
ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
DENSE UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS
"C" WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL
BE COMPACTED TO A MINIMUM 95% FOR PAVEMENT AND
i
STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA
GRAVEL BEDDING SHALL BE 6" OVER AND UNDER PVC PIPE.
GALVANIZED STEEL PIPE AND ALUMINIZ ED STEEL PIPE FOR ALL
DRAINAGE FACILITIES SHALL BE ASPHALT TREATMENT #1 OR BETTER
INSIDE AND OUTSIDE.
11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE
SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE
TOP OF ANY CHANNEL BANK.
ALL CA � C -i BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW
PAVEMENT LEVEL.
13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-OF-
WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY
THE CITY OF RENTON.
14. ROCK OR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE
REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH
OF1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS:
4" -8 /40 /T-70 /o PASSING, 2I-4 ROCK/30 /0-40 /o PASSING; AND 2 ROCK
/40%-20% PASSING.
15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE
CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED
BY THE DEVELOPMENT SERVICES DIVISION. AN ACCURATELY
DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE
SYSTEM WILL BE SUBMITTED TO THE CITY OF RENTON UPON
COMPLETION.
16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY
OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING
LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM
SURFACE WATER DISPOSITION. FURTIIER, THE CITY OF RENTON DOES
NOT ACCEPT ANY OBLIGATION FOR TI IE PROPER FUNCTIONING AND
MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION.
17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING
ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT,
FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE,
HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN
CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE
CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT
MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN
APPROVED TRAFFIC CONTROL PLAN BY THE T RANSPORTATION
DIVISION. ALL SECTIONS OF THE W.S.D.O.T. STANDARD
SPECIFICATIONS 1-07-23, TRAFFIC CONTROL_, SHALL APPLY.
ORf
Dll E
HONEY CREEK BUFFER
SETBACK LINE
INSTALL 4' SPLIT RAIL FENCE
ALONG THIS SETBACK
SEE DETAIL SD-5 FOR FENCE
NEW DOWNSPOUT DIVE
TRENCH (4 PLACES)
EACH TRENCH T WIDE x
SEE DETAIL SDA.
CONNECT TO DOWNSPC
PVC W/ MIN 12" COVER
TOP OF STEEP SLOPE —
1, 1 rr
1
SECTION A_A
NO SCALE
111t_t_1 VVII II VLC/iIV
GRAVELPAD
BIO-SWAT E BOTTOM AND SIDES TO BE
FSEEDED WITH:
75-80% TALL FESCUE,
10-15% COLONIAL FIENTGRASS,
5-10% REDTOP
SLOPE OF SWALE BOT TOM
/ 1-0 BE 0.5% - 1.0%
DETAIL SD-6
BIO-SWALE DETAIL
NO SCALE
- -J s\`
OUTLET WITH
CLEAN GRAVEL PAD
✓EL OUT[ I I
-- b.
j 24'' MIN----
��
DETAIL SD-4
DISPE ZSI' )N TRENCH CROSS
SECTION
SCALP NnNF
AS BUIL
kFCOMMENDED
STORMWATER DRAINAGE PLAN 1,()I? APPROVAI_
SCALE: I ., = 20' 1 1 l /� A ,d I...
ry
s�
i
FOUND MON.:N CASE, 4"x4"
CONCRETE W;1 :.14" PUNCHED
`cli !
BRASS DISK A f INTERSECTION OF
I
UNION AVE NE AN8 NE 21ST S T
�n
CD
S�
I
CITY OF RENTON CONTROL NO. 716
FOUND MON. IN CASE, 4"x4"
CONCRETE W/1" PUNCHED BRASS
DISK AT INTERSECTION OF UNION
!
AVE NE AN8 NE 19"' ST, 0.19' EAST
OF SECTION LINE
I
;
I I
I
in i
I
i I I
I i
8 SS
"1 NEW WET TAP
— 12" x 6"
PROVIDED BY
CITY
DATE oy
DATE
DATE
DATE-_ CALL 48 HOURS
BEFORE YOU DIG
DATE 1-800-424-5555
EXST 6"
' HYDRANT
EXISTING CB (TYPE 2)
I E = 386.28 (N)
IE = 383.78 (S)
TIE IN NEW SD
IE- 384.1Cc
i
i
i
i
NEWCB STA O +3Z AB'S
RIM 389,41
Irc 384.81(W)
1E 384.76 (N )
i
1
I
1
i
i
I
I
I
i
i
CITY OF RENTON CONTROL NO. 894
FOUND MON. IN CASE, 4"x4"
CONCRETE W/1-1/2" PUNCHED
BRASS DISK AT INTERSECTION OF
UNION AVE NE 8 NE SUNSET BLVD,
0 03' EAST OF SECTION LINE
FOUND MON. IN CASE, 4"x4"
CONCRETE W/1-1/2" PUNCHED
BRASS DISK AT INTERSECTION OF
UNION AVE NE 8 NE 12"' STREET
1i
z
O
I
m
U)
O
z
0
D
m
0
-o
L
m
DO 0
A
D
Z
m
<
m p
O
m m
O O
z
z
m
m
W
U)
n
cn
r
0_
y�D
m
z
c m0
roc
O
z
O
00'
m
Omw
�0
O
z
O
S
m
Z D
r
GZ'=m
O
r
0
L<
N T
O A
O
\�
a
—�
Z
�\
<
�o
\
W32780 Q
ONAL£NC'
LAMES E HA YN,S, P.
-
1822 109TH Ave Ct E
�dgewood WA 98372
Mice (253) 568- 7724
;ell (206) 715-5159
z
G)
m
z
�
G)
O
O
C7
O
m
cn
O
/X
.—I
"u
D
�`� 6 -/& ' SCANNED APR 2 2