HomeMy WebLinkAboutTED4001709.1EXIST. 26r - 12"C 2%
TO BE REMOVED ,
PHASE
PHA SE IZ
CB7-TYPE I
V
2 STOP." �...
. FF= 98.5 8
❑ N _
1 �s
IV 1
YARD DRAIN (T YP.)
FF= 98.5
AV
- w 4sEMENT _�,,_
\, - OY
200 LB. CAPACITY CHAIN
!SLACK WHEN SATE IS
DOWN) WELL' TO FRAME
STANDARD GAL V C.B.
LADDER STEPS (TYP.) --
/•� ..--/_-('1'n ,/ /-1Ar)^ ,-A41-"^r-,-tom
/-/•I! r f✓, l_ I V r ..) -- /- f !/-E ` f_ / n
CONNECT TO EXIST. 12 STUB
/YOIf elalw"✓WIVI.f jW1,7Z! F/fL0 4E.P/FY W111a1 1W1VT ,9�10 AT PHASE L/NE
�.P.9Df Df E,1'/S%/.f/�, /2 �9, Q ,��f10 �N✓^S. JlU,�' f:�/O/o'
TO �,4I ,SZAv'A �Dil/SI.Y//�Y/Olt/ �d /r1/aSU,PE ,QDEQ!/,91�
CB1*I -TYPE II-48r,
OIL / WATER SEPARATOR y
(W/ ROUND> SOL /D GRATE) {� ^ <> CB # 16- TYPE I
SEE DETA/LS -
", ' / ✓
N, (l'YISOL/O 6/?ATE) EX/5T. INLET
ifE?LACE EX/SP. D.r/vfl�.4Y
CB011-TYPE I S
12 PLUG CDNC.@2D/-
UG WITH LOCATION MARKER ;__sx.B"---- /7"/.f.OU��itiJ= /J7. f0 G CB # 8 - TYPE Z _
65r _ 12�,
CB 6 - _..
CB #IO - TYPE I# TYPE I °
INSTALL ,T END OF (WI SOLD GRATE) YARD DRAIN T YP. J I
EXIST. 12A srue (
G.E.=116.2, 1.E.-112.0'
CB V 5 - TYPE I `�-� _ „B FF =1.30.5
.
_ _ ;
} 1 PEEP OETA/C J.f/l. 1 DFd
_,� i ♦ k FF- I 2 STORY
xro -
�,.. . DIRECTION OF GUTTER FLOW STORY
123.5 0
N/ _9Sy I (TYP.)
cn4/
r ,
i'
d...+ FF= 1 9.5 m I 2 STORY
, sM y 1 W/ SSMT to „
. �CsEBE # 12 - TYPE Ir - 48
sw4LE TO Y.D.
FF=.S TRSEPARATOR
DEqS) I
i
/ - 50
'.• FF= 99.5 2 'sroRY
w/ esMT s 0
STORY Y.D. i 2 STORY..
p W/ BSMT. Q
- ra.
_
2 T+Y _
,,
ti
sue„ , r GRATE LEGEND
CBu2TYPE I - �- I )r _ -€----------- ____--,
- _ ' 8 - `FF= 1 .5 � .., � � x--HIGH POINT I
o SWALE TO C.B. I IIC ,
\ _ FF=102.5 t O - YARD DRAIN WITH S! O 7-ED -,RATE
FF=101.5 d
FF=1/65 , c
-r
I - ,,�° � �.� � °' • - YARD DRAIN WITH SOLD GRATE
ti [� FF= 1112.5 N i FF= 2 s r 2 S cur I o
q F= / 9 I 135.5 ++ I F 0 .5
x I I -
_. _
FF _ -�
T ... _...• F ❑❑ TYPE / C.B. WITH SLOTTED uRATE
i
.
�l F- _ _ -.__ L F i
B I > _6 145.5
U LD1N E , 27 45 _... , _.: 139.5
i; ■ OVER 400E •-- _ -r - _ ❑ TYPE ! C.B. WITH SOLD GRATE
FF 151
_e
,5
a� 0� TYRE I • O❑ - TYPE Il C.B. WITH SLOTTED GRATE
qq,,
C
• - TYPE l l C.B. WITH ROUND SOLID SRATE
FF =102.5
t18 �
iz Zo 6; rfE Vo ti 1 Z'Xi2' 6„rE.. +82 h 9�
I
2 srORY ,0 2 ' rr --I----- +-- -- \�b `� , o
pe \0 200 - 12 a" J 170 - 12 I �fP/qcE �,Yis� oRr�Ewar oa«E.cr
\ COVERED QD
I i COVERED a a \ n 4 CD�aC. ?.O/ /Z /.f- OU! �J� _ /Jd 9D
PARK/NG,TYP I I PARKthlG,TYP I\
/p
lf.P 14N FD/P f/A
, -
�., %
r
V .
X T. B. M.
# - TYPE I TYPE I # TYPE I PKr NA!_ WITH D.E.I. WASHER
CB *# 3 - TYPE I CB � 4 - TYPE a - 48CB I3 CB 14 - CB 15 -
' ELEVATION = 160. 85
OIL / WATER SEPARATOR CITY of RENTON DATUM
SEE DETAILS
GROUT
2 M%N.
WATERTIGHT LIF7-j GATE o
NO. C/C/I - LG (CASCADIE
CULVERT OR EQUAL)
/,-"x 12" CM.P CROSS
A.F. A. TYPE I! - C
(48 /. D. ) CATCH BASIN -- '
GRATE PER PLAN
SEE PLAN DETA/LS)
NOTE. ALL STEEL PARTS AND SURFACES MUST
8E GALVANIZED AND ASPHALT COATED
(;'REATMENT I OR BETTER)
( TYPE LT - C CATCH BASIN )
OIL / WATER SEPARATOR DETAIL
I,- 3,
C. B. / C. B. 4
OIL / WATER SEPARATOR PLAN DETAILS
/rr= 3r
INLET 4/7- TYPE = - C
INSTALL AT TALBOT, ROAD S.
STA. 16 r 39 - 21.2 RT. L'_
STORM DRAINAGE GENERAL NOTES (SEE ROAD S. PROFILE
ON SHEETHEET 2 2 OF 8 FOR ELEVATIONS
AND EXIST. DITCH REGRADING SPECS)'
1. All work and materials shall be in conformance with the standards and specifications
of the City of Renton Utility Dept. and the latest edition of the APWA standards
and specifications.
2. A copy of this plan must be on -site whenever construction is in progress.
3. It shall be the responsibility of the contractor to obtain street use and other
related permits prior to any construction in county or state right-of-way.
4. Approximate location of existing utilities have been obtained from available
records and are shown for convenience. The contractor shall be responsible for
verification of locations shown and for discovery of possible additional
utilities not shown, so as to avoid damage or disturbance.
5. Locations of the structures shown hereon are approximate. Exact locations shall
be field set by the engineer.
6. Catch Basins and Grates:
A. All catch basins shall be Type I-C or Type II-C - 48" per APWA standard
drawings No. 52 and 55.
B. Catch basins No. 1, 4 & 12 shall have oil/water separators per detail.
C. All Type II-C - 48" catch basins shall have ladder rungs.
D. All yard drains shall be Associated Sand & Gravel CB #10, or equal.
E. All grates in paved areas shall be Olympic Foundry No. 5435A, ductile iron,
or equal.
F. Catch basins not in paved areas that are shown on the plans to have solid
lids (CB'6,10& 16) shall have Olympic Foundry grate No. 5435 solid, or equal.
7. Storm Sewer Pipe:
A. All storm drain pipe (8" dia. or larger) to be helical corrugated metal
gasketed pipe (2-2/3" X 1/2" corrugation), minimum 16 gauge aluminum, or
galvanized steel. Steel pipe shall be asphalt coated (treatment 1 or
better).
Alternate: Storm drain pipe may be concrete, rubber gasketed ASTM C-14
Class II, non -reinforced bell and spigot (with bell flush with catch basin
wall if used) unless otherwise specified on the plans.
B. All 6" dia. storm drain pipe shall be non -perforated P.V.C. conforming to
ASTM D-3034, SDR 35.
8. All pipe bedding shall be APWA Class "C". All trench backfill shall be compacted
to minimum 95% per ASTM D1557-70. Pea gravel shall be 6"over & under PVC Pipe.
9. All building roof drain downspouts and footing drains shall be directly connected
to the main storm drainage conveyance system through an underground pipe system.
The system shown hereon is a recommended solution. The contractor/landscaper may
alter the system as required with prior approval by the City Engineering Dept.
10. A preconstruction conference with City personnel will be required prior to
starting new construction.
40
,r
.. -.
3-s •8¢
/fEVV. 17 i• /3 • B,�
APPROVED FOR
CONSTRUCTION �42 i
DATE
RED/ IDATE I DESE-RIPTION I BY
VENTURA PARTNERSHIP
855 - l06 th. Ave. N.E. , P.O. Box C-90001
Bellevue, Washington 98009
GATEWAY APARTMENTS - PHASE I7
S701RM DRAINAGE PLAN
(206) 454-3743 OR BB5 -71377
DODDS ENGINEERS, INC.
1950-130TH AVENUE NORTHEAST
= BELLEVUE, WASHINGTON 98005
DWN T.N.T BOOK PROD NO
Svc _ K.P.K. DATEi,r'::,.,
84012
APP,D STEVEN L. BORNEMAN, P.E. SHT / OF 2
I>Ntt / i Ur� c/yv/rn/vv Oncc f a
3� goo O
„�. -