HomeMy WebLinkAboutzW-3915Set1' 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
1' HEATER SERVICE�c+��d�oh WATER
METER PER C,O.R. STD. 320.1
(RN TO MADE) WITH A DOUBLE
04M VALVE AMBLY FOR
EACH FIRE SPRINKLER SYSTEM
PER C.O.R. SID. 34CLS. TYP.
r GATE VALVE (M,b M
STA. 2+56', &ISR
- Tide YIL
8' CAP OW4
W/ *MST am
TOP MIL
3&3MO
N. W 114 OF N. E. 114 OF SECTION 05, T. 23 N., R. 05 E., I . M.
CITY OF RENTON., STATE
OF WASHINGTOR'
. i ,1. OF a'
SVEM710N BET%1EEN
WATIERM
a i OWM4
ti a'
Ir
i ►,
- JA LOCATION OF
P;4Y FOR LOT I
li
10 AIR -VAC ASSEMBLY
FM
...i.- .
PER QOJt. STD. 4MI
►
�r
It
� F M
1
RESnM 164TER Pff JOWM
.r
} .
OF
AM ! 3 M),,
E :A arX V:•a`
, !, M ! : ,;
REMIAIN M i
+ i
FOR LOT 2
..�iM-sir-rts, t.�s�,ua, *..�sw.��...�sw.
iYrIwirl" a,.rtaw.+ri�..ii..rti..��..�i..rta�=.st�.rt
11 11
WRO
}� OF
+
iM7P MIL... .... ,�}.,
"2 LF QF.1r. D.I.' CL�
• 16' PAVED ...... WATER MAGI Th w... .
ACC 5
25 PLEILIC I+ -Moo • .
2+pp.00 TRACT A �
Ilt�[.1tY EILSID�ENT - .. - . .. ... .. ..
2' RIM -OFF VALID
PER C.O.R. sm 3441
I
I i
I
I
24• I
l
/ I
4' SHIRE
FENCE
r 4' CYCLONE
TOP MIL.
300.82 .
TOP a
300.1lB
14 LF�.�••O..F� �Ir PVC 299.5 I #,
SM .l� EVAE R STUB.
S=200% MIN. PER D.R. STD. 400.1 WW-293.3 19 LF OF e PVC
STA.2+25.9' STA.2+28.79'.5.76'L
RIII=3o3.89 � 5'10E 5fM �S �.
I STA 1+19.6'
IE-29&24 6" (S) 1A LF OF 6" PVC
LOT i IE-298.14 8"(Ej 510E S M i II IN1I=?8*a1
STA. 1+MW I
I LOT 2 i '� LOT 3
I L APMX LOCATION OF
IDI71yf MY FUR LOT 3
1
.
4' CYCLONE f 6' WOOD FENCE
FENCE 0.15' J fl.02' S OF It
N. OF It
1
6' WOW r CE
0.11' N. FIt
00 LF OF 8' PVC ASTM 1)3o34) TOP VIL
SANIT 271L1
08
(To BE REM
f
FLOW -OFF p
z
I�YD MT
CB RI1�Aa281.92
IE 12' ADS- 278.72
WATER METER 0 5 10 .20
ii IE 12' AUS: 278.72
■
GATCH BASIN
�-� D({ST1NG STRIPING
" =
SCALE 1 ��'
PROVIDE 1.5' OF VERTICAL SEPERAMON BnVYEEN WATER
INrTLTRAT7OIV BASyN
MAIN AND DL SAMTARY SEWER
0
CLEAN -OUT
CB RIM-282.17
CX=
REFAINING WALL
IE 12' ADS:279.42
STORM DRiUN PIPE
TOP II�
,✓�
tNOTxRY SEWER
.�1
278. f !
WATER
RESTORATION IN ACCORDANCE TO
REC"REMENTS
VOUBLE CHECK VALVE
rOJL
DETAIL ON SHEET 9)1
PAVEMENT SHALL BE SAWOUT.
■
THRUST BLOCKING
CONNECT 8' WATER MAIN TO QL. 11r D.L WATER MAIN IN 11CCORDANCE
;rYy
.Ltd ..
TO CITY OF REN10h 4 RELlk1IRE1wIETVTS lk PER C.D.R. S ID. 3OLf.1
1-16'x8' TAPPLNG TEE (FL)
TOP W 1-9' GATE VALVE (Fix J)
279.07 W/ HRUIST BLOCKING
SSMH.
STA. 0+o4 44', szft
RIM-282 8±
I£-05.22
I
a
IE-2?&M (ESL. 81
30 LF OF 6" PC SIDE SEMIFR STUB,
S-2-= MINL (TV) - (SEE NOTE 4)
SSWH
RIM=283.12
NOTES
IE a' S:275.32
W Fr
a'
ra 1 !
Y
a
a
f
.
.-..,...
1-FI9TE HYDRANT ASSEMBLY PER 1. A BACIfFL4W PREVENTION A55EMI3L?` (Uot1BLL CHECK VALVE AS5ONLY) 05 REQUIRED FOR EACH FIRE
1
c,O.R. 5T1y. 310.1 SPRWKiER SYSTEM INSTALLED ON LOTS 1-3.
=2837
"
STA. 0+19.8% I&SL
1-B"x8' TEE 2. THE EXISTING WATER METERFOR LOT 4 MLL BE RELOCATED TO THE NZW PLANTER S7RIP BY CITY
i-6' 6AlE V&W FORCES. THE CONTRACTOR SHALL RECONWECT 7W PRIVATE SERVICE LINE TO n4E NEW COPPER
I •
: ;
i ; .. ' I TAILPIECE BEHIND THE METER AND AT THE BACK OF THE NEW SIDEWALK.
i-8' ADAPTOR (RAM
I
1-6'Ar REDUCER (MJxFL) 3. ALL WATER PIPE JYNTS IW7141N 20 FEET OF AN INFILTRATION BA -SIN SHALL BE RESTRAINED WITH
�.'.....
...
I 1-6' ELI. CL 52 CUT TO LENGTH MEGALUG RESTRAINT HARNESS 5 MES 1700.
I
.. W/ Iviffi ST KOWNQ
4. EVS77NG SANITARY SERVICE LOCA7TON SHALL BE VERIFIED BY M CONTRACTOR Ov THE HUD. IF
NECESSARY, THE EX. SANITARY SERWCE FOR LOT 4 SHALL BE RELOCATED TO ALLOW FOR NEW
�... - SANITARY SEWER MAIN CONSTRUCTION. CMIRACTOIR SHALL NOTIFY THE HOMEOWER AT 2525
ABE'RDEEN AT LEAST 48 HOURS IN ADVANCE OF SERVICE OUTAGE TFOE CONTRACTOR SHALL INSTALL A
. NEW SANITARY SERVICE FOR LOT 4 AND TRANSFER SERVICE PRIOR TO THE INSTALLATION OF NEW
7. SANITARY SEWER MAW IN ORDER TO MINIMIZE LOSS OF SERVICE TIME
5. INFIILTRATION DEVLCES FOR LOTS 1. 2, dr 3 SHALL aE DOWNED DURING THE 70011E OF BUILDING PMIT
' APPLICATION AND CONSTRUCTED WITH BUILDING PERMIT APPROVAL, SWJ-L ONFILTRAWN 8AS•INS SHOWN
ON LOTS 1, 2 & 3 ARE FOR CONCEPTUAL PURPOSES ONLY AND ARE SHOWN TO DDOKWSTIRATE
FfAS181UITY OF STO RMWATE R CONTROL FOR THESE LOTS.
PROPDM GRN� END OF PRIVATE ROAD dt END OF PAVING
310 ELEVATILaM1
STA. 2+22AW
SSMH, 4' INA
.....,..-;ate,..,, :,,...ono ....... ............. PER C.O.R, M 400.1
r o STA. 2+26.7V.9.7SL ...
... .. - , .... + 1aaP y� -... RIM=30S.89
TaOPWLci?...... �C"..,. +�..,...,-................................... -- ........--.......
30Q81S ' � II � � 300.82 c~ II � ' 1E=M24 8"��
..................
305 °+° -A.34% 6
7 22.5-
---.........
.... • • • 11. ' BEFp
PR
/....... .-- ......., TpPMIL4..,....-
PROPQSEQ. OFILE ALQNG •q OF ACQ .. Q91w ............... . ........ .. . .... ..... . . . ........ .
300--
` E105'1NG PRQFIIF, I1 OKb flF AOCESS. [}RIVE .... ... . . . . . .
TOP VIL + . LvG--60.00 . ......... . . ........ . . . ..... . .
295M V wt O mm............... . ................ CS. #2, TIPE 1 PVI: 0+64.55 EL: 283.44
TOP WL i OWR. VM1T& j1�MINI... 1- , AJR-VkD , .. - I ... I .....L .__. ........ . . . ...........STA. 1+26:27', ' 0.04 ... ...... .: ? :9 ....... . .
295.51 i .. ........... �Y. T Hl .. .. ... , ........ \ . .RIM , 291.48 ...... . ..... ... L.P.STAB - 34.55y .EL: 282 84 .. ..... - .... ... - .... .
POINT PER STANDARD L 7 INV-288.58 (OUT)
�] ry
295,
-�.. . . ..... . .. ..... . ... .� •PER'C.b.:'S'E0.•4Go.1 , ....- • �a�o
2' 8L0M►-OFF P1 IrIANENT ASS�LY PER °s � Mi c.i................ . .
C.O:R. 'SIT17: 34Q.1..... . . ...... . . . .. . ............ + ao STA: 4F65.26'; 6:27'L .. , ... , ... - ....t ca
........ RMu1�28+1(W) 6 �. .. BACK Of
.�..-,...,..-.-..,... ......... w IE-277.a5 M} w
D . - -
................. . ..... - ....... , - `. ...k+ ... ... - IEi.2T6.0 (E). ' TYRE rn . , .. - F
SIDEWALK -
CR
2Q STA. 0+31.32', 0.4'L Mi
4�1701iU PIP .OEfk4C1 -PER. h 1FACTIJ #' ............... .... RIli1=28?:22` #
RECOMMENDA110H. ri?.
�x--.
......., - - .....- -.- .. -.. ..... .... .. .. - -... ..
-IF• OF 8' .. SANITARY SEMR- 0-I&SX...................... . `'!' .:... ... ... , . , - . ..... - ..... , .. .
.20' LAND
m 2.00X
285 \. ...
280
WRESSED
... CURB, t.5'
........ - . 1rIA3MAiUM-FIRE DEITION PER MANkJFAC11'S - ...... , -
TRACT "A" A CESS DRIVE �1DATOK T1 .
.......................................
HOR12.1"=20'................................................................
........--. VERT. 1 =4. ....... .................................... ,..........
.
275
310
305
300
295
290 SSMH. 4' DIA.
PER C.D.R. SM. 40MI
STA. 0+04,44', &WL
RIM-2828d:
IE-275.22
Er275.12* (E)L 8')
285 CENTERLINE OF
/I'- ABERDEEN AVE
PROPOSED 12" LCPE
STWM SEWER
TOP MIL
T 277.92
280 DLTEND 8' WATER MAIN TO E)L i8' D.I. W ABERDEEH AVE
AND COMCT IN ACCORDANCE TO CITY OF RENTON
REQUIREMENTS
-1.5" ANN
275
............. . ............... . . • (•ASTM 0300 • IITARY SEWER W 3.2$% , • - • ' - - E}MSIN+IGG Ir SAN. mffit
FXISTINt GRADE P}�I]PbSEb'GRADE
U") M . . . . . . . - . . . . . N. N . . . . . . . . . . . . . . . . . M D . . . . . . . . . . . . . . . . . . . , . . . - . . . - . . . . . . . . . . . . . •
...... ...-
ra M c`+ 270
270
2+90 2+50.00 2+00 1+50.00 1+00 0+50.01� 0+00
i PER CITY OF REHM COMI4IEIVTS ORD 1011311f 7
2 PER cfTY OF RENTON COMMENTS DRD a5118117
pY WAS 3 PER CITY OF REIYTON COMMENTS DRD 07105117
'T 01, # 4 PER Cr Y OF RENTi7Iv COMMENTS DRD 07119117 SDAII ncompass,
rn %tl� 5 PER aff OE' RENTON cOMAfENTS DRD 08118117 1 20
0 =
ENGINEERING & SURVEYING 6 REV60 GR WNG, TIRES REMOVAL, & UMJTIB PER OWNER DRD 06112118 DRD
Western Washington D[utsian 38285 7 PER cfTY OF RENTON COUNENTS DRD 07112118 ow
165 NE lun{peT Street. Suite 201 ■ [s%cLuah. WA 98027 ■ Phom: (425) 392-02 S0 ■ Far (425) 39 I -3OS5 .c is B AS -BUILT DMMWG dEF O6f 40f 19 T�fR M flu WXE
Eastern Washinglor► DiyWan I �* C NOT °NE "
407 Swiftwater Blvd. ■ Cle Slum, WA 98922 ■ Phone: (509) 674-7433 ■ Faac (509) 674-7419 ` OhfAL 5[rhhLE �yppplpnO�Y
71271I$ N0. REVISION 13Y DATE APPR CJa
NONOOI�IrM- WO 1 W4 "i
DATUM
Know whars below.
Call before you dig.
CITY OF
RENTON
Planning/Building/Pubiic Works Dept.
714ESE7 PLANS ARE "AS -BUILT' AND
THE INFORMA RON SHOWN
ACCURA7ELY REFLECTS EVS77NG
FIELD CONDITIONS AS OF THIS
DATE: MA s. 201 S
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S . AIcr-AsKEY PLS 42676
R-391518
S-391502
W-391502
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND WSS1DN5
BY:
DATE,
BY. .
DATC:
BY,
DATE:
BY:
DATE.•
FINLEY SHORT PLAT
U-16005573 R-3915
WATER & SANITARY SEWER PLAN
06110119
PAM NIA
M
15615
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