HomeMy WebLinkAboutS-3915011' HEATER SERVICE dt WATER
METER PER CaR. STD. 320.1
(RIM TO MADE) WITH AA DOUBLE
CI*U VALVE ASSEMBLY FOR
EACH FIRE SPRINKLER SYSTEM
PER C.O.R. SM. 340.8, TYP.
B" GATE VALVE (M,ba
STA. 2+56', &ISR
- Tide M.
8' CAP OW4
W/ *MST BLACK
�l
TOP MIL
3&30
2' ENS -OFF VALID
PER C.O.R. SM. 34a1
I i
I
I
24• I
l
/ I
4' ORE
FENCE
r 4' CYCLONE
N. W 114 OF 1 . E. 114 OF SECTION 05, T. 23 I ., R. 05 E., I . M.
CITY OF RENTON., STATE
OF WASHINGTOR'
. i ,1. OF a'
•a' 7' i M NEW
a . �,
a i 1
ti a'
. ,
I
P;4Y
FOR LOT I
li .
10 AR -VAC ASSEMBLY
FM
...i.-
►
�r
It
C.&R. SM. 3M3
STA. 2+41.64
1
RESnM 144TER Pff JOWM
.r
} .
161 LF OF
D-3054)
E :A arX V:•a`
i
REMIAW MJAM
:.f !
I /
a'
r >v Ir
I
+r,
..�iM-sir-rts, t.�s�,u44�10 a dwsw.��...�sw.
iYrr�nrr�a dI.rtaw.+riM..i11
i���..�i.�rtat=.st�.rt
�. tea•„x
1'1
WRO }� +
+
TW WL
1qP wL.}.,
W+Ao
. ' "2 LF OF.1r. D.I.' CL
L40009P.1• 16' PAVED ...... 52 WATER MA9i le ... .
ACC 5
�' f+00:00 .
2+pp.DO Tf4CT A .
U?Xffy-
TOP WL
300.82 .
=86
14 LF OF �Ir PVC 299.5 I #,
SM .l� EVAE R STUB,Nov&
S=2.00% MIN. PER D.R. STD. 400.1 WW-293.3 19 LF OF e PYC
STA. 2+25.9' STA. 2+28.7 . 5.76'L
RIII=303�89 � SSE 5 �5 �.
I STA 1+19.6'
I£-29&24 6'(S) 18 LF OF 6" PVC
LOT i iE-298.14 s"(E) SIDE S M i II IN1I=?8*a1
STA. 1+MCf
I LOT 2 i '� LOT 3
I L APMX LOCATION OF
Iw'EWAY FDR LOT 3
1
.
4' CYCLONE f 6' WOOD FENCE
FENCE 0.15' J fl.02' S OF It
N. OF It
1
6' WOQD CE
0.11' N.F It
WALL-
00 LF OF 8' PVC ASTM 1)31134) TOP V&
SANIT 279.1
08 px.An E1G
(TO BE REM
f
FLOW-oFF �W p
z
mE N�
CB RI1�Aa281.92
IE 12' ADS: 278.72
WATER METER 0 5 10 20
ii IE 12' AUS: 278.72
■
GATCH BASIN
�-� EXISTING STRIPING
" =
SCALE 1 ��'
PRowE 1.5' OF VERTICAL SEPERAMON BEiVYEEN WATER
INfTLTRATIOIV B►ISyN
MAIN AND DL SANITARY SEWEi:
0
CLEAN -OUT
CB RIM-282.17
CX=
RETAINING WALL
iE 12' ADS:279.42
STORM DRAIN PIPE
TOpP.�1II�
,✓�
SdWrAPY SEWER
278. f !
�
WA7�I� I�4�VN
WATER
RESTORAT)DNI IN ACCORDANCE To
REC"REMENTS
DOUBLE V► X LVE
rOJL
DETAIL ON SHEET 9)1
PAVEMENT SHALL BE SAWCUT.
■
THRUST BLOCKNWG
CONNECT 8" WATER MAIN TO DL 11r D.I. WATER MAIN IN 11CCORDANCE
.
;rYy
:�
•'
..
• •
TiO aTY OF REN ION REQU110ME1,115 ik PER C.O.R. 51U. 3D0.1
i-16'x8' TAPPING TEE (FL)
TOP W 1-8' GATE VALVE (FLx1I
279.07 W/i}IRUST BLOCKING
SSMH.
STA. w 44', szWL
RIM-2MU
.a
I£-2 22
I
a
IE-2?5 M (ESL. W)
30 LF OF 6" PC WE SEMIFR STUB,
S-2-= MINL (TV) - (SEE NOTE 4)
'
SSMH
RiM=283.12
NOTES
Eq
IE a' S:275.32
a'
ra 1 !
Y
a
a
f
.
.-..,...
1-FIRE HYDRANT ASSEMBLY PER T. A BAClfFL4W PREVENTION A55EIaf8L?` {Uot1BLL CHECK VALVE AS5EAIBLk} 15 REQUIRED FOR EACH FIRE
1
c,O.R. STD. 310.1 SPRINKLER SYSTEM INSTALLED ON LOTS I-3
-283
"
STA. 0+19.8% 18.3'L
1-B"x8" TEE 2. TI4E EXISTING WATER METER FOR LOT 4 IHL.L BE RELOCATED TO THE NZW PLANTER STRIP BY CITY
�)
6 FORCES THE CONTRACTOR SHALL RECONNECT 7W PRLVATI. 5I=RWCE LINE TO n NEW C PER
VALiIi:
I •
: ;
i ; .. 'GATE TAILPIECE BEHIND THE METER AND AT THE BACK OF THE NEW SIDEWALK.
I e ADAPTOR (RAM
I
. ' ..
1-6'Ar REDUCER (MJxFL) 3. ALL WATER PIPE ,AYNTS W7141N 20 FEET OF AN IAIRLTRATION BA-9N SHALL BE RESTRAINED WTH
�.'.....
...
I 1-6" D.I. CL 52 CUT TO LENGTH MEGALUG RESTRAINT HARNESS 5iMES 1700.
I
.. W/ TIIRI}ST KOWNG
4. EVS77NG SANITARY SIERWCE LOCATION SHALL BE VERIFIED BY TI•iE CONTRACTOR Ov THE FIELD. IF
I ... I NECESSARY, THE EX. SANITARY SERVICE FOR LOT 4 SHALL BE RELOCATED TO ALLOW FOR NEW
�... - SANITARY SEWER LAIN CONSTRUCTION. CMIRACTOIR SHALL NOTIFY THE HOMEOWER AT 2525
t . ABE'RDEEN AT LEAST 48 HOURS IN ADVANCE OF SERVICE OUTAGE THE CONTRACTOR SHALL INSTALL A
. NEW SANITARY SERVICE FOR LOT 4 AND TRANSFER SERVICE PRIOR TO THE INSTALLA770N OF NEW
SANITARY SEWER MAW IN ORDER TO MINIMIZE LOSS OF SERVICE TIME
5. INRILTRATION DMES FOR LOTS 1. 2, dr 3 SHALL aE DESIGNED DURING THE TITHE OF BUILOLNG PfRL ff
' APPLICATION AND CONSTRUCTED WITH SUILONG PERMIT APPROVAL. SMALL WFILIRATIOM EKSINS SHOOK
ON LOTS 1, 2 & 3 ARE FOR CONCEPTUAL PURPOSES ONLY AND ARE SHOWN TO DEMONSTRATE
FiAS181UITY OF STOrRMWATER CONTROL FOR THESE LOTS.
PRapOM GRN� END OF PRIVATE ROAD & END OF PAVING
ELEVATION
STA. 2+22AW
310
SSMH, 4' INA
.....,..-;ate,..,, :,,...ono ....... ............. PER C.O.R, M 400.1
r o STA. 2+36.7V.5.78L ...
...,..-,....+ TOPy�,.�- ...,. RIM=30AS
TOPWL n+i?...... "..,. + ..,...,-................. ............... ... -- ........--.......
30 II / 300.82 c~ II ' 1E=M24 8"��
..................
305 °+° -A.34% 6
7 22.5-
---.........
.... • • • 11. ' BEFp
/....... .-- ......., TOPMIL4..,....-
PROPQSEQ. PROF!LE ALQNG •q OF ACQ .. Q91W ............... . ........ .. . .... ..... . . . ........ .
300--
` F](15' 1Nq PRQFIIF, kOKb flF ACCESS, PF!IW .... ... . . . . . .
TOP VML + . LVG--80.00 . ......... . . ........ . . . ..... . .
295M V Wt wMat............... . ................ CS. #2, TIPE 1 PVI: 0+64.55 EL: 283.44
TOP WL i OWR 1INT& j1�1IlI... 1- , AJR-VhD , .. - , ... I .....L .__. ........ . . . ...........STA. 1+26:27', ' O.04 ... ...... .: ? :9 ....... . .
295.51 i .. ........... QLY.4T MPH .. .. ... , ........ \ . .RIM , 291.48 ...... . ..... ... LP.STAB - 34.55y .EL: 282 84 .. ..... - .... ... - .... .
POINT PER STANDARD L 7 INV-288.58 (OUT)
�] ry
295,
-�.. . . ..... . .. ..... . ... .� •PER'C.b.:'S'iD.•�0.1 , ....- • 4a�o
2' BLOMI-OFF P}3tilIANENT ASSEiIIBLY PER °s Mi r.i . .. . . . .. ...... . .
C.O:R. 'SITU: 34Q.1..... . . ...... . . . .. . ............ + ao STA: 4F65.26i; 6:27'L .. , ... , ... - ....tea
... .. . . . ... .. . ... ...-......, ..., .... ... -. ... - .. ,R""!�28+1�05- - -- ..��. .. -- -BACK Of
tu
D F
$IDEWALK -
................. . ..... - ....... , - `. ...k+ ... ... - IEi.2T8.0 (E). ' TYRE M. , .. -
CR
2Q STA. 0+31.32', 0.4'L Mi
4401M PIP .GEfk4C1 -P. ,MMWACTI ', ............... .... AIli1=28?:22` #
RECQ11 MENDA1I0H. TYP.
�x--.
......., - - .....- -.- .. -.. ..... .... .. .. - -... ..
8' , .. SANITARY SEMR- O-I&SX............... ......
.20' LAND
m 2.00X
285 \. ...
WRESSED
280 ... CURB, .. - . . t.5'
........ - . 1rIA30AiUM-FIRE DEFI.ECT1dN PER MANIJFACII'S - ...... , -
TRACT "A" A CESS DRIVE I IDATIONI, 1�'P. ... .
HOR12.1"=20'................................................................
VERT. 1 =4
.
275
310
305
300
295
290 SSMH. 4' DIA.
PER C.D.R. SM. 40111
STA. 0+04,44', &01
RIM-282.8d:
IE-275.22
Er275.12* (E)L 8')
285 CENTERLINE OF
/I'- ABERDEEN AVE
PROPOSED 12" LCPE
STOfM SEWER
TOP MIL
T 277.92
280 DLTEND 8' WATER MAIN TO E L i8' D.I. W AEERDEEN AVE
AND CONNECT iN ACCORDANCE TO CITY OF RENTON
REQUIREMENTS
-1.5" ANN
275
............. . ............... . • (•ASTM 0300-SANTARY SEWER W 3.2$% , • .... EbErSTN+IGG Ir SM. SEYYER
FXIST1W'GGRADE 'GRADE
TOP EMI,
U") 23043
M . . . . . . . - . . . . . N. N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . - . . . - M . . . . . . . . . . . . . •le
...... -
ra M N N 270
270
2+90 2+50.00 2+00 1+50.00 1+00 0+50.01� 0+00
t PER CITY OF REHM COMMENTS ORD 01131147
2 PER CITY OF RENTON COMMENTS ORD a5118117
pY WAS 3 PER CITY OF RENTON COMMENTS DRD 07105117
'T 01, # 4 PER CITY OF REMTON COMMENTS DRD 07119117 SDAII ncompass,
rn %tl� 5 PER CITY OE' RENTON COMMENTS DRD 08118117 0 =20
ENGINEERING & SURVEYING 6 REVISED GRADNUG, TIRES REMOVAL, & UMJTI s PER OWNER ORD 06112118 ORD
Western Washington Division 38285 � 7 PER CITY OF RENTON COUNENTS DRD 07112118 ow ow IM,E
165 NE junipeT Street. Sum 201 ■ Issaquah. WA 9,3027 ■ Phom: (425) 392-02 S0 ■ Faac (425) 39 I -3OS5 .c is � 8 AS -BUILT ORAWiNG dEF 06/10/19 a T�f7 M flu
Eastern Washing#or► Dh4sion I �* F MINOME IlM
407 Swiftwater Blvd. ■ Cle Elum, WA 98922 ■ Phone: (509) 674-7433 ■ Faac (509) 674-7419 (WAL SC&E 0oo0MOLY
71271I$ N0. REVISION W DATE APPR CUa
NONOOi�IrM- WO 1 W4 "i
DATUM
Know whars below.
Call before you dig.
CITY OF
RENTON
Planning/Building/Public Works Dept.
714ESE PLANS ARE "AS -BUILT' AND
THE INFORMA 770M SHOWY
ACCURA7ELY REFLECTS EVS77NG
FIELD CONDITIONS AS OF THIS
DATE: MA s. 201 S
-c�;�9
S . McCASKEY PLS 42676
R-391515
S-391501
W-391501
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE -
BY.
DA : -
BY.
DATE: -
BY:
DATE.•
FINLEY SNORT PLAT 00/fo/rg
U-16005573 R-3915 PAM NIA
N/A
WATER & SANITARY SEWER PLAN 15615
r• B or, 40