HomeMy WebLinkAboutTED4001776.1/ SOLID LOCKING L./D
E
GRATE EL . L•EV• 19 T-I 83
c �C'K/N8 _
vy/ / _ FRAME MAY HAVE 70 3E-?ECESS,5 V7 � OF- S-L ,� GENERAL NOTES:
_ 200 LB. CAPACITY /` n -
it7 MAINTAIN ro "ri/IJN/MU1�.1 CLEARANC= �EC /E OVE.4FLv✓v,
CHAIN, SLACK - \_
1. ALL WORK SHALL BE /N ACCORDANCE WITH ! 981 AP WA . AND
WHEN GATE /S DOw ,. OFFSET FRAME SC -'�P'
,. : ::: • . ' .°:: a e C17 Y OF RENTON STANDARDS,
WELD TO FRAME. 2 CNtP. ®A/�(,Q - /S /iSI,BLc AT EDGE 2,F JP€iV/;1tG
T-, 2. ALL C.M.P. PIPE SHALL BE 16 GAUGE OR GREATER.
YES«'. 't C7 W E L E l7. 03`Z AN c: R f a l $aL r J C I
AIR VENT �_ -� -
aNa IRE
' ' TO VVAi LL - - - - - - 3. ALL C.M.P. PIPE TO BE ALUMINIUM OR GALVANIZED STEEL
r7•P.� W/rH ASPHALT COATING TREATMENT 1 OR BETTER_
8 y, cm.: 42 " C.M.P 4. H / TES OR
„� � � NSlONS ARE TOT E CENTER OF CATCH BAS N GRA
_ IC- ; 4•• O _ LDS, CONTRACTOR SHALL MAKE NECESSARY OFFSETS
CORRECT/DNS FOR CENTER OF CATCH BASIN STRUCTURES.
�4 " CM P. �, , y:�'ti t SET CB_ GRATE
• C-02'LOWER THAN 5 EVAT/ON ON ASPHALT AT EXTRUDED CURBS OR
F/A/5H PAVING GRADE
POT EL
A®
E SIDEWALK SHOWN AS 20.0
l3.33 Sr.O PE
-�-
- PAVING TO CH.2"A PHALT/C-CONC.
:.'` GROUT LASS ` S
8
VIIATERTlGHT 2' d4�gX CRtIS'�IED ROc,�
L/FT GATE Q Q= 'o oa �vd
No CICII- L .C. 41
p 0o
CASCADES o®
54 CULVERT INC. a O
OR EQUAL.. lI � � RES:� R C7OR PLA 6
2'Eye/Al, i�_.. 6N10RIF%C6 ^ d,_
-"- 8DETA/L I
COMPACTED
i 5 T0�95 % MODIFIED
ivrs COMPACTEC> T9 9
--�� _ M w._ MODIFIED PROCTOR PROCTOR
• PRIOR TO FILL.
CB 42
C 8
41 W/ RESTR /C TOR PARKING 40r TYPICAL SECTION
Nrs.
SED/MENTAnoN% EROSION CONTROL_ AIOrES
. 7, The permanent dzuinu_ . 1,ser, is to be utilized as the temporary
sedimentation/erosion C01-1trol facility. It shall be maintained
in a satisfactory condition until paving of the property.
.2.As construction procresses and unexpected or seasonal conditions
dictate, more erosion and sedimentation control facilities may be
required to insure complete siltation control on the proposed site.
Therefore, during the course of construction, it shall be the obli-
gation and responsibility of the permittee to address any new con-
ditions that may be (-reated by his activities and to provide addi-
tional facilities, over and above minimum reouirements, as may be
needed to protect adjacent properties and water quality of the re-
ceiving drainage systems.
.3•In any area which has been stripped of vegetation and where no fur-
ther work is anticipated for a period of. 30 days or more, all dis-
turbed areas must be immediately stabilized with mulching, grass
planting or other approved erosion control treatment applicable to
the time of year in question. Grass seeding alone will be accept-
able only during the months of April thru September inclusive.
Seeding may proceed, however, whenever it is in the interest of the
permittee, but must be augumented with mulching, netting, or other
approved treatment ourside the specified time period.
.4,The siltation fence shall consist of "Geofab" fabric filter cloth
("36" height) attached about 2 1/2 feet high to metal or wood posts
at 10 feet maximum sp,,cing. The bottom 6 inches of the filter cloth
shall be buried.
5_-Keep off -site streets clean at all times.
6-The impervious surfaces (roofs, stru-ts, driveways, etc.) shall be
connected to the completed drainage systems as soon as possible.
7.Provide a silt fence around catch basin grates during construction
until paving is completed.
8-The permanent drainage, system is designed to serve as a temporary
erosion sediment settling structure. The following order of work
shall be adhered to f.>r the erosion control plan.
A. Install permanent drainage system prior to any grading of site.
B. Grade site to drain into catch basins and install filter fabric
around catch basins.
C. Prepare for paving, remove filter fabric.
D. Clean out all se�._ment entrapped in pipe and catch basins.
6" CLEANOUT
TOF, EL. 19.12
OLYMPIC HANDHOL.E GRATE EL . 1B• 7l
/ COVER #5®40 OR EQUAL.
�8" RISER 200 L8. CAPACITY
CHAI"�W"
SLAWH
DOWNOVERFLOW Er -
24" CML.�
_ /E. /5. // � ill /
GR04JT
TYP. ;
SrD. CiALVAN/ZEl3_
STEEL STEPS. -
DE TA IL 2
NTS,
CB. 5 M RESr'RlcroR
2' `MAX .
3" MIN
MATCH OR OVERLAY
EXIST PV/VIT. TO PROVIDE
SMOOT& TRANSITION e
ALOE�c/ATE ORAmAGE
FROM R / 0 G E.
WATER r/GHT LIFT GATE
NO. CIC I - 4 - C .
CASCADE: Czlc. V',ERT INC.
OR EQUAL
8 "CA4P.
GAS
I
I
S
� +� S I GENERAL LJCA1/%J1v
Per INN GR Co_--�.
I CONTt�eaCl-:�R 7-0
AR&ANCF_ EXACT
FIFLB LOCATIONS
w/ W. N- GAS
`4'
CB�1 ^- TYPE _U 54"0
tom` 128.5' r �� 72•5 -� RESTRICTOR (See DETAIL. I )
ll TOP 19.83
12" 1E . 15.79 (//V)
24 " 1E • 13. 33 (//V )
I2" IE. 13.3.3 (Our,t
2LU. n l 20.020.0 CB. #3 TYPE I -- - 20.0 OVERFLOW ELEV. 17. 03 �
CB. 4 TYPE I I '� \`` ORIFICE d. = I S/
GRATE 18. 92 I -! GRA TE /8. 84• �, ,6
8" IE 17. 02 ql 12" IE • /6. i4 (/N) I
IG-04 (GuT)
EXIST. I�
i I 1 POWER ��' I �� 4
t
V;4 LILTS /69
t
• i.
_-- --- 12 CMP.
i I ,
100
t'L V � j ° S i.c slk EX. 8 "CMP.
14� � �
LU
14 20.0-
L. O. J ,�' CC►NNECT SLOG. �L S` ASS G�P' o� ® ERX/ST STOR64 M.H.-� 54 , d bey r
ROOF DRAINS
-Ft iE.17. 35 4cSIGN)
0/9.2 *19O
l
,V�._.._
Fx/Sr "C:,-
A
PROPOSED BUILDING
F F. Ei . 21. DO
CLEANOUT
/E • 15.42
S = 033. or
4
C'B 5 - TYPE ,q - 54 �5 _ . J
RESTR/CTOR (See DETAIL 2 )
TOP. : 18. N
24 " IE: 15, //
all 1E : 15.11
OVERFLOW ELEV,
CO 0 �J E)C.15 / E . 1 S . O4 (S. /N )
.. F �� =x-IS i=, r3.34 (Sw. IN)
�0 EX. 8 /5.Il! 'NE
NEW 12 •IL-. 13. 30 (W. /N )
" ( T (�
. 20. O 20). 2�i.0 . _2_(). �EX. 18 /E 13. 24 N. OU
_ / �. I
%�i I Ex/ S T.C_B. I
j Q 151' 13.50
U
� I �
rn
CONNECT BLDG
ROOF DRAII/S l
8" iE 16- 90 r !� i
u
�E5GIv' � O (f) 20.0'
C4
CB . 2 TYPE _U ^ 54 co
�v C0 �
27 LF. /- 1 GRATE' 18. 96 IT
8" AMP. °� 1 8 " /E. 14,06 (Inv )
Sr /0. 5/ 9
? 24 "1E• /3. 66 ; ctlr)
20.0. . 20.1 I
� I
� t
/
/ I
.r
o i
V i I
t
�o S,q(�>�,1�`\ __ _ • 2C 0- h RIDGE
- t
pR V E 7ST7 _-_- --- do o
N�'�OR/1 �E pC'
EXIST CS.
GRATE : /7. 9tt
2 Mehl.
RESTRICTOk PATE
Ex./c"YE. 14.82 (JLIT1
e®
V W/ ORIFICE : d. = 314 .,
NEvV' B " IE. /¢. 96 In/
„
4 - 54 -- -
-._
GRATE FFAIVI'E MAY
--
HAVE TO BE CAST
//„ TOFF SLAB
GRADING �` DRAINAGE PLAN
TO M AI/V T-A /N
3"M/l/. Ci_EA12ANCE-
ABOVE OVERFW LO-
II •�• �®
/8 6 •
'ci��/ CGS
,
dww/7�
/5„/E. 14. 53 (N- our )-A J MA R ZJC-/ 9
► �
41
DATE
CHECK
JOB NO A5$44
SHEET
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