HomeMy WebLinkAboutTED4001805.13I
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CB - 4 TYPE IT 54" 0 CIO - 5 TYPE II 54" 0
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- GR. _ /7.60 GR. -
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SCALE IN FEET j
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CB -Co --' TYPE II 54`0
1-1211& 5=O. 50 %
I.E. = /3.52 •-/2"5
GENERAL NOTES
~ 1. All materials and workmanship shall conform to the standards and
specifications of the City of Renton and the 1984 Standard
( Specifications for Road, Bridge, and Municipal Construction by WSDOT
9 and APWA - Washington State Chapter. It is the responsibility of the
a contractor to obtain copies of these documents. In case of conflicts,
the standards and specifications of the City of Renton shall be used.
pR/FiG 6 EL R>oW , 2 Datum is the City of Renton. BM No. 1040, Elevation 18.42, top of
OAP/r/G E />iA s 2.75 chiseled square at southeast corner of luminaire concrete base on
E L E- V J / 1. 3 9 westside of Lind Avenue approximately station 24+15. BM No. 1041,
Elevation 18.52, top of chiseled square at southwest corner of
PRECAST 72"0 TYPEII luminaire concrete base approximately 75 feet north of northeast
P% CONCkE TE MN corner of Lind Avenue and 19th Street intersection.
/$3' 3. Caution - extreme hazard - overhead electrical service lines are not
shown on the drawings. The contractor is responsible for determining
the extent of any hazard created by overhead electrical power in all
areas and shall follow procedures during construction as required by
ORIFICE '•� /N� E T law and regulation. Prior to construction, the contractor shall meet
B L P b W (77'P) t - - with utility owners, determine the extent of hazard, determine
remedial measures and take whatever precaut;ons that may be required.
• -� 4. Identification, location, marking and responsibility for unaerground
IX
facilities or utilities are governed by the provisions of RCM 19.122.
5. Underground utility service lines including, but not limited to,
STO. FRAME sanitary sewer, gas, water, drains, electricity, telephone, TV cable,
and culverts shall be maintained, relocated, rerouted, removed or
it GRA TE restored by the Contractor with the least possible interference with
� � PLAN
V� such services.
E L OO W 6. The right is reserved by owners of utilities and franchises to enter
OR/f=iGE 0/,4 = 3. Gb" any street, road, right-of-way, or easement for the purpose of
maintaining their property and for making necessary repair or
r= L E V = / 2.3 5 adjustments caused by the contractor's operations. The contractor
shall hold the owner harmless of any costs so incurred.
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36 " N, E ._
CB - /2 - TYPE IT 54
16.50
35 36" 5
E. = /Z.
/Y
---------------------
I.E. = 13.35 /Z"
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GR. _ / 7.60
i C,8 - / T YPE IT 54 "O 6 ^ W YE W/ CL EANOU r -
r0 GRADE. CONNECT
TO BLI/L DING DRA /N
� r
76
`a' `� , --------------------- ------ C6-/4 --- TYPE 1T 54110
GR. _ / 7.OQ
---------------------------------------- I CB-/5 TYPE I
----'h - i l.E. _ /1.80 -36s 6R. _ 17.00
1 o / E. _ /2.80 /2"N
v /. E. = /3.50 /2" S
0. Iql• 34 df /2 " @ S = 2.00
1 --
STD. FRAME � GRATE
(SEE NOTE 2)-\\
7.
A copy of this plan must be on -site whenever construction is in
progress.
450 /b. CAPACITY CHAI/Y,
GRATE EL. '/760
8.
It shall be the responsibility of the contractor to obtain street use
5LACK WHEN GATE /5 DOWN.
and any other related permits prior to any construction in city
WELD OR BOLT TO MH FRAME
right-of-way.
9.
The contractor shall provide and maintain temporary facilities for
PIPE SUPPORT 5TRAN
f
sedimentation to ensure that sediment -laden water does not enter the
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storm drainage system or water bodies.
OVERFLOW EL. = 14.66
10.
The contractor is solely responsible for the means, methods and
sequence of construction and for the safety of workers and public or.
0R/FlC6 ELeXOW
the construction site.
ORIFICE D/A. = 3-
E4LE V = 12. 3 5
�-
-
11,
All existing curbs, landscaping and pavement which are to remain s`al
3(0-0 /NL E T
be restored to original condition as approved by the engineer or
owner. The contractor is responsible for damage to a-y existing
/2 w� OUTL �T
y-
facilities caused by his operations.
IE
I.E. _ /0.63
12.
A p-econstruction conference and twenty-four hour notice wi'l be
required prior to starting new construction.
OR/F/C� ELBOW
,�
DiA = 2, 75'
N �'
GALVi4N/ZED STEEL
13.
Locations of the structures shown hereon are approximate. t;.a=L
LADDER/ 5TEP.5
locations shall be field set by the engineer.
14.
Catch Basins and Grates:
RESTR/CTOR PLATE W/TH
CLEANOUT GATE
A. All catch basins shall be Type 1, Type 2 - 54" or Type - 72"
BORED ORIFICE
PER CITY OF
per standard plan B-1 and modified B-lb.
ORIFICE O/A. = Z-4d"
REA[TON A10 75
B. Catch basins with oil/water separators shall be pe- City of
EL5v = 8. 83
' °
Renton standards.
15.
Baffle oil/water separator shall be per City of Renton standards,
PREC45T 72" 0 TYPE d
drawing number 75.
CONCRE rE MH
16.
Storm Sewer D i pe :
NOTE 5 =
A. All storm drain pipe (8" dia. or larger) to be corrugated metal
I. /ILL METAL PARTS TO BE CORR05/0N RE5/57AN2r.
pipe, minimum 16 gauge, or galvanized steel. Steel pipe to be
4ALVANIZEO PIPE PW5 TO HAVE ASPHALT
asphalt -coated (treatment 1 or better)
TREATMENT %.
Alternate: Storm drain pipe may be same diameter concrete,
Z. FRAME, CRATE � 4AD19ER/5TEP5 TO BE OFF5ET 50:
rubber gasketed ASTM C-14 Class IV, reinforced bell and spigot
with bell flush with catch basin wall if used.
A. CLEAIVOL/T GATE /5 V15/9LE THRU OPEN/N6
B. CLIMB -DOWN SPACE 15 CLEAR OF RI5ER AND
B. All 6" diameter storm drain pipe shall be non -perforated P.I.C.
CLEA/YJUT iATE
conforming to ASTM D-3034, SDR 35.
3. TO pE S�fA RP Epp .
17.
All pipe bedding shall be per standard plan B-11. All trench back'il'
AMRESMICMR MH DETAIL
shall be compacted to minimum 90% per ASTM 01557-0.
18.
All building roof drain downspouts and footing drains shall be
SCALE : HOR/Z. /"_ .3
directly connected to the main storm drainage conveyance system
VER T. 0= 3'
through an underground pipe system. Verify locations and checK
details on architectural drawings. Connections to be Storm drain
system shall have a minimum slope of 1` and maximum slope of .5-
Minimum cover shall be 12 inches.
...
/ LF �36" @ S= 0. /9% /28 LF J6" ® 5= 0.19% /ZB LF �,36" 6 S =0./9%
OIL / WAITER SEPARATOR 28
*)PER C/F OF RENTD/Y �F r I2u 2 ° -� r - 78"
STANDA{RD5 A� -.02I-- T�o� rr �9��ns r"R- 7 �- TYPE II 54"� ; CB-8 TYPE II 54 C8 - 9 TYPE 1T
- - - _
_'�S
No DATE BY I REVISION
1 = 40'
CHECKED BY
M.D.D.
DATE:
9-25-86
Fourth 81 Vine Building
Seattle, Wash., 98121
Vyz i s Commercial Brokerage
4 Development Company STORM DRAINAGE PLAN SHT : OF
% .SW*o BAR 2 8 43
4L/O rlr'r,