HomeMy WebLinkAboutS-3267049 AFIRE SSEMBLY HYDRANT GATE VALVE CB t -TYPE 2 48" SEC. 17.E T. 23 N., R. 5E, W.M.
¢ L I N 1A865:6t 10860.61 10861.15 iM= -'3636 36.27 EXISTING
y (� E }50464)& 15045.20 1503 1.98 IE =36:69- 8" W)30.74 8' WATER LINE
µ # EXISTING 24 °x6° TAPPING TEE (MJxFL) IE= 39:59- 8" E)30.69
€ g FIRE HYDRANT 16• GATE VALVE IE=3032- -0= NW)30.79 SEE SHEET C5.4 FOR FIRE HYDRANT
IX' WATER FIRE HYDRANT
6,. �DE7AILS O.F THIS AREA z4° wArER JNE
CONECT TO _
��,.e e�------- -- - - -- - -- _ r'i CONNECT TO
EXISi1NG CATCH �►� �
(_t BASIN �- _. i. .CB:: 2 -.TYPE 48 4 - , -EXISTING
- - - - - ` 3 I RIM, 36-68 A CATCH 1 V E S
IE= 30:43,x0.64 SSMH 2 x BS B'4rRNETT AVENUE SOUTH
1
17-9 - 1073, .29 N 98748c3_ #- C5. _- ... �.. -
E-31.-76-- �8 ". E )3? 92 IE�31:4J- 31 72
W I 415-LF 8" SO 1500 .40 E
8102 FIRE HYDRANT R S=- 1 --wx.-
Z C5.4 ASSEMBLY 028% - 't _. ',. I SSMH 1 „ 17.3 -- -- - - -
N 062 87 LF 8 CPEP
-- �TYP� - -I -- - - I: - _.. - - - -® 1o6zs�71 _
Z -i 11 LF SS x-
6%
Ill t.5 fi IXE1� METRO
J ,SS_..._ SS 19.0 "` :'" 15007.10 '" S OE 3 ASSEMBLY �NTHYDRANT GATE VALVE
111 LF 6" SS LF 8" SS k" z 1 +f5- LF 6" SS
I
_ j ` S - , - - ,� i N 1-0498 -.49- 10542.01 10541.12
` '=" 113.6 - E 449903 14992.15 15019.65
4 PERF - 0 S= 1:60%UNABLE - -T OBTAI 1 , -- ,_. -__- _- - _ 24 "x6' TAPPING TEE (MJxFL),
�
- CONNECT TO-/
J EXISTING SANITARY - _.
SEWER MANHOLE �Lo
Z e - - - - - IE- 2,-- ,- .x27.73 �� 111.5 8° SS S =1.es I ' I I de iE ro RY f r C
cc 0.81% I 1 I' I i J - 1 2 _TYPE B S!
CD CO s 1M -37.2 1 J X
UNABLE TO OBTAIN lE =30:94 LF 6° SS -STORM DRAIN
RIM =37.02 1 _ -;� ;P ATCH BASIN I ! I -- -j CONNECTION
`tl -- .... u ABLE ` - --� `i- TO BUILDING =1= -�� �°
= TYPE z c5,z - jj„ NOTE:
, -- I IE- IE =31.95 UNABLE TO OBTAIN '
S '�'?'t`' ;I i' SEE MECHANICAL: "� 1. PARKING GARAGE WILL REQUIRE FLOOR DRAINS AND SHALL
T= ®5 =9 -.00 ! I DCVA INSIDE BUILDIN >>' I !! i DRAWINGS FOR S^ I BE CONNECTED TO THE SANITARY SEWER. FLOWS SHALL BE
UNABLE T0, OBTAIN' I LOCATION BYOTHERS� _ 19 DIRECTED lF 8" GPEP.. -.._ CONTINUATION"` _ I DIRECTED THROUGH FLOOR DRAINS THAT ARE INSTALLED IN
D IE�30 -89 � '� . ` i ACCORDANCE WITH THE UPC TO AN EXTERIOR OIL WATER
1 „TRENCH DRPJN RI -37109 I� I I L Iil� ®SOX _ ! { t�-_' - - SEPARATOR. THE SEPARATOR SHALL BE SIZED TO MEET A
- TO COLLECT - - 1- _ _. ---- -- ""'t _ -
P O , ED',;�>E14L OFNES t
I - -- MINIMUM 15- MINUTE RETENTION TIME FOR PEAK FLOWS
a IFLOW FROM RAMP j 11 -� ;
t
y ° BENCHMARKS- I I ,.,, I I i _ I ANTICIPATED IN THE GARAGE AREA, BUT IN NO CASE WILL
} l _ I ERA hE$IDEN 'AIL -F.0-: : 17' _
o. ;'_ ":3 - j BE LESS THAN 200 GALLONS OF STORAGE CAPACITY. THE
w FOUND MONUMENT IN CASE I SI ENT AL F.F.:
`z �'c _ II I I tA• . E 4 I TYPE OF INTERCEPTOR SHALL BE AS MANUFACTURED BY
" - 3/8" BRASS PIN WITH PUNCH MARK IN TOP OF 4" 1 1 -I_ ___. PIPE INC., UTILITY VAULT INC., OR APPROVED EQUAL.
-__ - - _
° E . - PPE- fiAAXiI. F-F` _
a
v CONCRETE POST 0.4' DOWN 4" PERF 1 - _
a INTERSECTION OF LOGAN AVE- S. do AIRPORT WAY SD ! - F- " -�- I ' -- LQMYEIi:QARAbE1FF
_ _ - -� 2. ALL HYDRANTS SHALL BE FITTED WITH A STORZ "QUICK
Z aw (VISITED 3/19/04) I '�, - \ V- --` I - - - - -- ` DISCONNECT" FITTING IF NOT ALREADY IN PLACE.
- - - --
- - -- - - -- r -- - <_..
t�-! W as CITY OF RENTON HORIZONTAL CONTROL #1099 - - -- - -�° -- � - - --
\c NORTHING- 54838.903 I I i -'� \j '`,.,I -y. I 3. DOUBLE CHECK VALVE ASSEMBLIES FOR THE DOMESTIC AND
EASTING= 396314.116 PIPING SHOWN IS SCHEMATIC. ' v OIL /WATER SEPARATOR f _
FLOOR DRAIN FIRE WATER LINES TO BE LOCATED INSIDE THE BUILDING.
FINAL DESIGN OF PIPING TO _ _ SEE NOTE 1. SIZING � I
IN GARAGE CLEANOUT y�.
� E ; BE PROVIDED BY DESIGN /BUILD CALCULATION TO BE I C5 2 P. _ 1
ED I TYP 4 PLACES
FOUND TACK IN CONC. MONUMENT IN CASE 0.7' DOWN ( _ ( PROVIDED BY 1
CONTRACTOR DURING
�nE 1 CONSTRUCTION. I I ON THIS LEVEL DESIGN/
BUILD OF BURNETT AVENUE SOUTH AND S. 2ND l ) DESIGN BUILD CONTRACTOR ! I
'c i I I 11 ( .SEE NOTE 1 .DURING CONSTRUCTION.
�I c STREET (VISITED 7/3/00)
-O m CITY OF RENTON HORIZONTAL CONTROL #205 -'= - _ _ - - - - - - - - - - - - - - - - - =7,-
a�
NORTHING = 54429.257 _ - - - -
NO THING= -
S
4" PERF� 2 4" PERF y 4" PERT_
-� SD - '
a CITY OF RENTON BM #673 - TOP OF 1/4" BRASS PIN CO SD c0 c0 CO
SET IN CONC. MON. AT CENTERLINE OF MORRIS AVE. & IE�31 -:93 32.62 <; IE=34 -:8§ UNABLE TO. OBTAIN IE 4} UNABLE TO OBTAIN - IE_3 1� UNABLE Tb OBTAIN -
SD
RIM= 36.33: _ RIM =36.59 RIM =36.71 J ^: -. RIM =36.67 7 - Q ..�
feet
12' N OF CENTERLINE OF S. 2ND ST - i
1 20' -:
ELEV. = 9.943 M (32.62 FEET) -
scale,. ee
GROUND FROM
$ NOTE CENTER OF
`r WATER PIPE
CONTRACTOR SHALL POTHOLE do VERIFY ACTUAL _
.HORIZONTAL.. AND:. VERTICAL. - ELEVATION ..OF..ALL..EXISTING ..... ...... ..... ...... .......... ............. :....... .- .. -.:... ....... --� - -- ........ - .......... .... ....... .... .......-�- - ---- -�--- -� - - -- �- -.... 40 .. -. . -.. ............- ......... ....... .........40 ......... ..... .... .......
UTILITIES AND CONTACT ENGINEER IF THERE ARE - -
CONFLICTS WITH PROPOSED CONSTRUCTION OF WATER
LINE AND CROSSING OF UTILITIES. A PROFILE PLAN OF NS TO WA
PLA
- - --
:BLDG
CONNECT.
MECHANICAL IX. WATER
THE. WATER LINE �STUBS PREPARED BY THE ENGINEER - � - - - - ---
AFTER VERIFICATION OF ACTUAL LOCATION AND
.ELEVATION. OF. EXiSTING..UTILITiES. By-POTHOLING . . ......:.... ...... ...... :............... ....... ...- -..... .:..:. ...... -..... -. ......... .... .. ..... .......... ........ .... ..- -... -. - - ......... ........... --- . -....- .. ...... ........... ..... ... .. ... ............ ......... .. ..........
FYVZT AH - 4R" SSMH 2 48" SSMH 1 = 54" BLDG 6 WATER
RIM -36.67 36.67 RIM =36 - 603684 RIM -3Cr83 37.05 IE= 39:53
- IE��(8" S)27.87 IE�29.00 (8 S)28.81 IE =303# (8" S 3022 UNABLE TO OBTAIN 81�
_ IE =27.73 (8" N) IE�'8.90 (8" N)28.77 _ IE -30 t4 (8 N) 30.09 :METRO D w
.......... ... ......... ...... ..... E- 79 (8'..W. ......... 4030.....- SEWER•. cv... ..........30 ..... . -.
40 ) FINISHED z z
/� F
GRADE V. . EX.
J 24
EL
S
SEWER EX. W*
w
uj J
WATER PROFILE U
'.....- -: .:.. ......... ................ ... ..... .. ..- .....- .. ........... - .......- ... .....:.... APPROXIMATE.:VERTICAL..LOCATION ........... -..
..........
Z I By: Date:
R: \Projects \131 (TSA Architects) \001 -04 (Porkside at 95 Buena
,
scale feet I w 200327
lilts \Dwg \sheets \PB- ut0l.dwg - Scale: 40 A,3-w- 321.107
5124104 1fiY eE��'3
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