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NO TES.-
1. ABANDON THE EXISTING SEPTIC SYATEM ON LOT 1. CONNECT TO
EXIXTING SEWER IN ABERDEEN AVE NE
2. DRAINAGE FROM THE PRI VA TE ROAD IS TO CHANNELLED TO THE
EXISTING INFIL IRA TION SYSTEM. THE NEW TURN AROUND IS TO BE
DIRECTED TO INDIVIDUAL INFILTRATION TRENCH.
J. EACH NEW HOUSE TO CONSTRUCT INFIL TRA TION SYSTEM FOR ROOF
GUTTER DRAINS AS PART OF BUILDING PERMIT
4. IF THE PROPOSED SINGLE-FAMILY STRUCTURES EXCEED 3600 SF,
THE MINIMUM FIRE FLOW INCREASES TO 1500 GPM AND REQUIRES TWO
HYDRANTS WI THIN 300 FT. OF THE STRUCTURE,
5 TRENCH RESTORA 77ON WITHIN ABERDEEN AVE NE FOR THE WATER
SERVICE CROSSINGS SHALL BE PER THE CITY OF RENTON TRENCH
RESTORA 77ON AND STREET OVERLAY REQUIREMENTS FOR THE AREA
INCLUDING THE TRENCH AND 5 FEET ON EACH SIDE OF THE TRENCH
FOR THE ENTIRE WIDTH OF THE STREET THIS AREA WILL BE GROUND
DOWN 1 1/2". A 1 1/2" OVERLAY OF CLASS B ASPHALT WILL BE
APPLIED PER CITY STANDARDS.
6. FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO
EXCA VA 77ON FOR THE INSTALLA 77ON OF THE SANITARY SEWER AND
SER VICES
LEGEND
Fol
CB (TYPE 1)
°
TELEPHONE CABINET
O
STMH (TYPE 11)
SIGN
OS
SANITARY SEWER MH
-K
CONIFER TREE
WATER VALVE
0
DECIDUOUS TREE
M
WATER METER/SERVICE
®
TREE TO BE REMOVED
-6
FIRE HYDRANT
-o-
UTILITY POLE
MAIL BOX
GUY WIRE
EX TACK
®
MON IN CASE/
O
EX REBAR/PIPE
AS NOTED
SOUTH OLIVER
SHORT RLA T
W
Z FLOW LINE TO BE '' v W
DIRECTED TO EX. j Q
CATCH BASINS
EX 20' ACCESS Z 6' ACCESS
EASEMENT EASEMENT
2' 20' MIN. TOTAL PAVING GRADE, FILL &
COMPACT TO EX.
8"® BACK
EX 2%SLOPE GRADE
'--
OF WEDGE - ------ --
EX GRADE
REMOVE EX 18" VERT CURB.
4" COMPACTED DEPTH SAWCUT 1' FROM EX EDGE &
TACK COAT. CONSTRUCT AC
CLASS "B" ASPHALT PAVING TO MAINTAIN 20' MIN
2" MIN COMPACTED DEPTH PAVING WDTH.
CRUSHED SURFACING TO
COURSE
4" COMPACTED DEPTH
CRUSHED SURFACING BASE
COURSE
GRAVEL BASE MAY BE
REQUIRED
Z
L
NORTH - ROY SMITH
SHORT PLAT
PRI VA TE ROAD SEC TION
802620
0040
3
O 802620
0 0030
Q
�O
U-) 802620
0020
2
802620
0010
POR TION OF THE N W 114 OF NE 114
SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W, M.
CITY OF RENTON, S TA TE OF WASHING TON
N=191381.20
E=1304700.00
EX SSMH
RIM= JOO. 95
IE=294.35
JE=294.45-6"SW
NEW 6" SS SIDE SEWER
0 S=2X CORE DRILL
SSMH AND RECHANNEL
102.58'
-----IE-294.69
61PVC SIDE SEWER 0
29 CONNECT TO E ,
SSMH 1D'
1600 SF HOUSE
FOOTPRINT (PRELIM)
FFE• 304
' LOT 3
-------- --- -
82.56'
33� 20
200
CITY OF RENTON MON #334
IN TERSEC TION JONES A VE NE &
NE 24th STREET, FND 1/8" BR
PIN /N CONCRETE MON
IN CASE (06104)
N= 191,115.1971
E=1, 303, 577. 1040
#! #. :;;'LpES 6/22:05 I
AS -BUILT NOTE: E
"AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMATION SUPPLIED
BY CONTRACTOR.
CITY OF RENTON MON #266
N 1/4 OF SEC 5-23-05
FND 1 8" CU PIN IN CONC
MON /N CONCRETE MON 1/16TH CORNER
IN CASE (06104) FOUND BRASS DISK
N= 191, 429.8337 IN CONCRETE MON
E=1, 303, 590. 0110 IN CASE (06104)
EXISTING PRIVATE ROAD, ACCESS & PARCEL N0.334390 1323.15 N8976't8"W-. T
STORM INFIL IRA TION, PER ROY SMITH 200 EX VERT CURB IS NOT USED FOR DRAINAGE
SHOR T PLA T DRA WINGS PROJECT 3117 "
L UA
LND
> CONTROL REMOVE EX 18 VERT. CURB. SAWCUT
ADDRESS 2427 ABERDEEN AVE NE, 1' FROM EX EDGE & TACK COAT. CONSTRUCT EX CB 48"
RENTON WA 98055 AC PAVING TO MAINTAIN 20' MIN PAVING WIDTH RIM=296.99
- 04- 075
SHPL -A
PER SEC77ON THIS SHEET. 1E=293.36 NO
DOWNSTREAM
EX CB EX GUTTER /
EX 20' PRI VA TE AC RlM- 7 R4 FLOW LINE EX 96'-18" PERF. CONNECTION SCALE 1 20
DRl VEWa Y
JE=29 .51
INFIL TRA 77ON TANK
NO
1
EX VA
�
2+00 BEGIN STA,
OUTLET
30'
EX FH
� AQ SIGN
END 170' ACCESS
(� 2 1 " POLY WA TER
20'X170' ACCESS
,
EASM'T.
SERVICE
-- -- =
EASEMENT PER REC
No. 20020416002310
4+00 A r CL
ABERDEEN AW NE
)0 SS TEE
7P/PES
- ._
JE=2 .
EX 18" VET
c�, 4
DO I EX SSMH
_
_ �0 N
EX ASPHATT
DRIVE PRIVA TE
RSA
RIM=297.56 N=191377.50
IE=289.06-EX, SE=1304884.69
►�
4' 88'42 4 " W 9$ 252. 9' //
° o
IE=293.62
6 "PVC SIDE SEWER
'0, 29g ;CONNECT TO EX
8" MAIN
k
0 1 LOT 2 L-- 11200 SF HOUSE
O FOOTPRINT (PRELIM)
2 FFE.• 299.00
x ,
_ I
�I
l
'{_ 3o. (C) I 1E=289.16-W
' D
i 1
_______ � N____ 2-t" NEW WATER METER
` 4 - ► - - - - - - - - - - - - , CONNECTIONS & WA 1ER ME7ERS.
L 6_ ACCESS + EASEMENT EX GRAVEL DRIVE PAVEMENT PATCH PER N07F THIS
h -X--X -, ____________"___J PAGE (CITY WILL INSTALL METER
i
4 ° I�
/1,,j' >'v RE T Ek4 LO iT o O PIPING.)
-txh 0 1 N°�° W
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Ito IN
EX SSMH N=1 1337.34
EX Z
1 045, sf 2 i W RIM=297.40 E=1304884.14
Q > 1E=288.39-EX, S
IE=288.59-N
" N Q
A-�-�
G" IE=287.90 SS TEE
a,y _
SIDES � Z 1E=287.60
g" PVC
6" PVC tt I W EX SEWER PLANS SEE
I W PROJECT S-2825.
F
L
xY"MBI�r 0 PLANS FOR ROY SA/lTH SHORT
NEW 6 SS SIDE SEVER
S'35'29" E 252.2 N?D 7HICKENED ®S=29; CONNECT TO30' PLAT WRE USED FUR EVVING
EDGE URB 334390EX 8" MAIN i mU nu nES NFORMA n0N T RUNOFF FR M 2003 Q PROJECT NO, 3117.
30' L NG D/W NEW TURN-AROUN TO N
- 3 LOfi�--.-sATCH BASIN
CB TYPE 1 W/FROP TEE
40' LONG LOT 3 NO ORIFICE 55 FOUND 1/8" CU PIN IN
0
n
ROOF/GUTTLK DOWNSPOUT RlM=i9 211
INFIL IRA TION TRENCH. 2' WIDE,
LEVEL (SEE D7L. SHT. 4)
_ S89 0_7'20"W
1324.93' (MEAS)
CONC MON IN CON ON
& CASE (06104)
0
NE 24th STREET
Z
W
Q
W
a
w
m
Q
v
300 \: ' _ 0 300
EXIST. 'GRADE A T CL PRIVA 7E ROAD �+
- ------------------------
EX SSMH ��------------- --- -----
SS SR VC II EX 1EE(N.) 96LF 18" DIA INFIL IRA77ON PERF CMP PIPE
1E=294.45� ; _ _ r
___ it
EX SSMH 1______--__-_I.___ __- EX ICp
RIM=300.95-
_ _ _ _ _ _ EX TFE(N.) RIM296.99
--� ---`- - ---- �IE=��3.36
1E=294.35-EX, E 2+38 --------�__--_-_----___
1E=294.45-6"SW SS TEE EX C�--`----- ------
1E=293.30 --'--- --
290 RIM=297.84 17�LF 290
1E=293.51 8' PVC SEAR, S=2 92X -1 ;'
SCALE EX SSMH
1 `20' H RIM=297.56
1 "= 5' V IE= 289. 06-EX, S
1E=289.16- W
+'7 0 0) N co +n
06 00 ^ n n n
N N N N N N N N N N
2+00 2+40 2+80 3+20
PRIVA TE ROAD PROFILE
3+60
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EXPIRES 6/22/05
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NEW 6 SS SIDE SEVER
S'35'29" E 252.2 N?D 7HICKENED ®S=29; CONNECT TO30' PLAT WRE USED FUR EVVING
EDGE URB 334390EX 8" MAIN i mU nu nES NFORMA n0N T RUNOFF FR M 2003 Q PROJECT NO, 3117.
30' L NG D/W NEW TURN-AROUN TO N
- 3 LOfi�--.-sATCH BASIN
CB TYPE 1 W/FROP TEE
40' LONG LOT 3 NO ORIFICE 55 FOUND 1/8" CU PIN IN
0
n
ROOF/GUTTLK DOWNSPOUT RlM=i9 211
INFIL IRA TION TRENCH. 2' WIDE,
LEVEL (SEE D7L. SHT. 4)
_ S89 0_7'20"W
1324.93' (MEAS)
CONC MON IN CON ON
& CASE (06104)
0
NE 24th STREET
Z
W
Q
W
a
w
m
Q
v
300 \: ' _ 0 300
EXIST. 'GRADE A T CL PRIVA 7E ROAD �+
- ------------------------
EX SSMH ��------------- --- -----
SS SR VC II EX 1EE(N.) 96LF 18" DIA INFIL IRA77ON PERF CMP PIPE
1E=294.45� ; _ _ r
___ it
EX SSMH 1______--__-_I.___ __- EX ICp
RIM=300.95-
_ _ _ _ _ _ EX TFE(N.) RIM296.99
--� ---`- - ---- �IE=��3.36
1E=294.35-EX, E 2+38 --------�__--_-_----___
1E=294.45-6"SW SS TEE EX C�--`----- ------
1E=293.30 --'--- --
290 RIM=297.84 17�LF 290
1E=293.51 8' PVC SEAR, S=2 92X -1 ;'
SCALE EX SSMH
1 `20' H RIM=297.56
1 "= 5' V IE= 289. 06-EX, S
1E=289.16- W
+'7 0 0) N co +n
06 00 ^ n n n
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3+60
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3+60
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9470 �
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EXPIRES 6/22/05
RECOMMENDED
FOR APPROVAL
BYE DATEb? AbVe�
B Y - gr*i✓✓ D A T E tW.IS,Zoo9
BY 'L✓ ZJ�� DATE is
BY DATE
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