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1. ABANDON THE EXISTING SEPTIC SYA TEM ON LOT 1. CONNECT TO
EXIX nNG SEWER IN ABERDEEN A W. NE
2 DRAINAGE FROM THE PR/VA TE ROAD IS TO CNA04MM TO THE
EXISTING INFIL IRA naV SYSTEM. THE NEW TURN AROUND IS TO BE
DIRECTED TO 1N01 WDUAL INFIL TRA 7100V TRENCH.
3. EACH NEW HOUSE TO CONSTRUCT /AIFX TRA 70V SYSTEM FOR ROOF
GUTTER DRAINS AS PART OF BUILDING PERINT.
4. IF THE PROPOSED SINGLE - FAMILY STRUCRWS EXCEED 3600 SF,
THE MINIMUM FIRE FLOW INCREASES 70 1500 GPM AAIO REQUIRES T16V
HYDRANTS Wl THIN 300 FT. OF THE STRUCTLAE
5. TRENCH RESTORA 17000 WI THIN ABERDEEN A W ME FOR THE WA TER
SERVICE CROSSINGS SHALL BE PER PC CITY OF Ri NTON TROVCH
RESTORA 7100V AND STREET 0WRLA Y RMSMAIN 1S FOR PC AREA
INCLUDING THE TRENCH AND 5 FEET ON EACH SKI' OF THE TRENCH
FOR THE ENTIRE WIN OF THE SIREE'T. I1,MS AREA KL HE &VOUAIO
DOWN 1 1120. A 1 1120 OVERLAY OF aASS B A&ROW T KL BE
APPLIED PER CITY STANDARDS
6. FILL AND C004PAC T ROADWAY PIIRW TO F WSN GRADE PRIOR TO
EXCA VA 7701V FOR THE INS TALLA 77ON OF IW SAAM TAR Y SEWER AND
SERVICES.
CB (TYPE 1)
IT'`,,,,\ '
TELEPHONE CABINET
OO
STMH (TYPE 11)
a
SIGN
OS
SANITARY SEWER MH
i�
CONFER TREE
w
WATER VALVE
0
DECIDUOUS TREE
■
WATER METER /SERVICED
NN'
TREE TO BE REMOVED
b
FIRE HYDRANT
O
r, .
6
NOTES:
1. ABANDON THE EXISTING SEPTIC SYA TEM ON LOT 1. CONNECT TO
EXIX nNG SEWER IN ABERDEEN A W. NE
2 DRAINAGE FROM THE PR/VA TE ROAD IS TO CNA04MM TO THE
EXISTING INFIL IRA naV SYSTEM. THE NEW TURN AROUND IS TO BE
DIRECTED TO 1N01 WDUAL INFIL TRA 7100V TRENCH.
3. EACH NEW HOUSE TO CONSTRUCT /AIFX TRA 70V SYSTEM FOR ROOF
GUTTER DRAINS AS PART OF BUILDING PERINT.
4. IF THE PROPOSED SINGLE - FAMILY STRUCRWS EXCEED 3600 SF,
THE MINIMUM FIRE FLOW INCREASES 70 1500 GPM AAIO REQUIRES T16V
HYDRANTS Wl THIN 300 FT. OF THE STRUCTLAE
5. TRENCH RESTORA 17000 WI THIN ABERDEEN A W ME FOR THE WA TER
SERVICE CROSSINGS SHALL BE PER PC CITY OF Ri NTON TROVCH
RESTORA 7100V AND STREET 0WRLA Y RMSMAIN 1S FOR PC AREA
INCLUDING THE TRENCH AND 5 FEET ON EACH SKI' OF THE TRENCH
FOR THE ENTIRE WIN OF THE SIREE'T. I1,MS AREA KL HE &VOUAIO
DOWN 1 1120. A 1 1120 OVERLAY OF aASS B A&ROW T KL BE
APPLIED PER CITY STANDARDS
6. FILL AND C004PAC T ROADWAY PIIRW TO F WSN GRADE PRIOR TO
EXCA VA 7701V FOR THE INS TALLA 77ON OF IW SAAM TAR Y SEWER AND
SERVICES.
5
NORTH - ROY SIN IN SOU IN oumm
2 SHORT PLAT
w FLOW LINE TO BE
ECZED TO EX.
CA TCH BASINS
W � �► W
EX 20' Al=Z 6' A
' EA5ZMENT T
2' 2Q' l/N. TOTAL GRADE FXL
T TO EX
EX 2X SLOPE GQ"
800 BACK " mw__ r
OF
GRACE
RIEAIOW EX Ir MD?r. CI M
4• CaN11PAC1ED QEP1N T 1 � fR�l EX E� �
CxASS '�' AS�IAL T T 4�SA�ICT AC
PA 1W A0 AIi WAIV 2W MW
2' AN COI6'ACIFD W N PA WW W At
CRL*4W lea
CaOL4m
4' COMPACTED DEPIN
CRU90 SWAOM Br1,SE
COURSE
GGRA TEL BASE AfA Y ff
REOLOW
PRIVATE ROAD SECTION
rf0 • fto • l/
say ojfj
d =,1022,we't
a
POR T/ON OF THE N W 114 OF NE 114
SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M.
Cl T Y OF REN TON, 5 TA TE OF WASHINGTON
CITY OF REN TON MON ,/266
N 114 OF SEC 5 -23 -05
FND 7 B- CU PIN IN CANC
tON
CONCRETE MON 1/161H CORNER
E (06/04) FOUND BRASS DISK
1,429.8337 IN CONCRETE MAN
3, 590.0110 IN CASE (06 04
EXISIlN6 PRIVATE ROAD, ACCESS & PARCEL NO.��� 13 ?3.15 �j ly0,gy8 'lB`W -.
STQRM N�fKIRAAAN, PER ROY SAN 7H EX PERT CURB IS NOT bSED ioP QQAINAGr
SHART PLAT ORAIMNGS, PROJECT 3117, CQNTRgI Rf11pME £JI( 18' UERT. L1A�. SANgI/T
AOXRESS 2427 A�RDEfN AbE NE, �
RfNTlXV WA 98055. i
N= 191,381.20
E =1,304 00.00
EX SSW
RIM= 300.95
4
802620 IE= 294.35
00*0 IE =294.45- 6 "Sw
NEW 6" SS SIDE SEWER
e c- ar rnwc now I
3
Q 8o2
0050
Q
v
(j) 802620
0020
2
8p2620
nol0
CITY OF REN TON MON #334
INTERSECTION JONES AVE NE &
NE 24th STREET, FND 118" BR
PIN IN CONCRETE ANON
IN CASE (06104)
N= 191,115.1971
E=1,303,577 1040
:
1�L 9470
�(OWAL
"AS —BUILT NOTE: Imumn 61'22 05 1
'AS -BUE r IS BASED ON A ACnJAC. FIELD SURVEY
RY rOMWA ENGOWERS AAV IWO RMA nON SUPPLIED
OY CONIMACTCRP
1�
EX
Ex 20' PRAvA rE Ac �_ Z64
LUA -04 --075
LND SHPL -A
MM=2ft99
If =2lU36 IMO
D�OrWSTI�`AAI
comcnx SCALE 1 IF
Ex 'prArv�
30' � 1E
AWE AE
s 00 I EX SSS/1
1377.50
I in E =21K w w
I
-1• Acw Na wr AAEoR
C.id wcnoNS & Im 1ER AEMM
PAwwwr PAl!'w Fm AvrE no
PAGr (GYTY wu AwrALL arwr
CB (TYPE 1)
IT'`,,,,\ '
TELEPHONE CABINET
OO
STMH (TYPE 11)
a
SIGN
OS
SANITARY SEWER MH
i�
CONFER TREE
w
WATER VALVE
0
DECIDUOUS TREE
■
WATER METER /SERVICED
NN'
TREE TO BE REMOVED
b
FIRE HYDRANT
O
UTILITY POLE
C3
MAIL BOX
E—
GUY HARE
♦
EX TACK
E =2K5F -N
'�
49
MON W CASE/
I �---SS TEE
O
EX RE9utMPE
Z � =287.60
AS NOTED
5
NORTH - ROY SIN IN SOU IN oumm
2 SHORT PLAT
w FLOW LINE TO BE
ECZED TO EX.
CA TCH BASINS
W � �► W
EX 20' Al=Z 6' A
' EA5ZMENT T
2' 2Q' l/N. TOTAL GRADE FXL
T TO EX
EX 2X SLOPE GQ"
800 BACK " mw__ r
OF
GRACE
RIEAIOW EX Ir MD?r. CI M
4• CaN11PAC1ED QEP1N T 1 � fR�l EX E� �
CxASS '�' AS�IAL T T 4�SA�ICT AC
PA 1W A0 AIi WAIV 2W MW
2' AN COI6'ACIFD W N PA WW W At
CRL*4W lea
CaOL4m
4' COMPACTED DEPIN
CRU90 SWAOM Br1,SE
COURSE
GGRA TEL BASE AfA Y ff
REOLOW
PRIVATE ROAD SECTION
rf0 • fto • l/
say ojfj
d =,1022,we't
a
POR T/ON OF THE N W 114 OF NE 114
SECTION 5, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M.
Cl T Y OF REN TON, 5 TA TE OF WASHINGTON
CITY OF REN TON MON ,/266
N 114 OF SEC 5 -23 -05
FND 7 B- CU PIN IN CANC
tON
CONCRETE MON 1/161H CORNER
E (06/04) FOUND BRASS DISK
1,429.8337 IN CONCRETE MAN
3, 590.0110 IN CASE (06 04
EXISIlN6 PRIVATE ROAD, ACCESS & PARCEL NO.��� 13 ?3.15 �j ly0,gy8 'lB`W -.
STQRM N�fKIRAAAN, PER ROY SAN 7H EX PERT CURB IS NOT bSED ioP QQAINAGr
SHART PLAT ORAIMNGS, PROJECT 3117, CQNTRgI Rf11pME £JI( 18' UERT. L1A�. SANgI/T
AOXRESS 2427 A�RDEfN AbE NE, �
RfNTlXV WA 98055. i
N= 191,381.20
E =1,304 00.00
EX SSW
RIM= 300.95
4
802620 IE= 294.35
00*0 IE =294.45- 6 "Sw
NEW 6" SS SIDE SEWER
e c- ar rnwc now I
3
Q 8o2
0050
Q
v
(j) 802620
0020
2
8p2620
nol0
CITY OF REN TON MON #334
INTERSECTION JONES AVE NE &
NE 24th STREET, FND 118" BR
PIN IN CONCRETE ANON
IN CASE (06104)
N= 191,115.1971
E=1,303,577 1040
:
1�L 9470
�(OWAL
"AS —BUILT NOTE: Imumn 61'22 05 1
'AS -BUE r IS BASED ON A ACnJAC. FIELD SURVEY
RY rOMWA ENGOWERS AAV IWO RMA nON SUPPLIED
OY CONIMACTCRP
1�
EX
Ex 20' PRAvA rE Ac �_ Z64
LUA -04 --075
LND SHPL -A
MM=2ft99
If =2lU36 IMO
D�OrWSTI�`AAI
comcnx SCALE 1 IF
Ex 'prArv�
30' � 1E
AWE AE
s 00 I EX SSS/1
1377.50
I in E =21K w w
I
-1• Acw Na wr AAEoR
C.id wcnoNS & Im 1ER AEMM
PAwwwr PAl!'w Fm AvrE no
PAGr (GYTY wu AwrALL arwr
3 ' LOf 2-- C8 TYPE I w,/PRW TEE
'LONG LOT 3 NO QY?rIFlCE
ROOF /GUTTER DOWNSPOUT RA4V- f'9A-SO'55MS6 FOUND 1/8" CU PIN /N
IE= P95�56� -6'�. t3' CONC MON IN COIVC_. (
INFIL TRA T1OW TRENCH. 2 WIDE, �
LEWL (SEE DR. SHT. 4) 21 �� &CASE (OB /Da) ,.
NE 24th STREET
_ S89Y07'20 'W - - -- - _ -
1324.93' (A/EAS)
J I 0 PLAw FoR Nor swat Sm'r
Pu r am EIS'
` I W unums pew MIA XK
m
a Pa"Cr ma mix
I
{ I
t
3L�
EXIST. GRADE A T CY PM VA TE ROAD
111 -
111 - -_ - -- ---------- - - - - -- - - --
EX SSMN 111 - - - -- - - -T- -- ,
SS SRC EX (N.) F 1O" DIA AIMfX MA TIDN PEIRF Cam' POPE «
1 1 1
E=294.45 1 1 1
EX SSMH 1l' ,_ -R`-- - -__ EXi
RAU =300P� ----- ____-- y - - -__ X 1FE(N.) RIMIwQ9�699
/E =294.35 -EX, E 2 +,38 - - - _ _ . _ _ - - - .. _ _ _ _ EmAI J1i
E=294.45 -60SW SS
/�fyA �yw� EX
=i��W 297
290 - I'v' _ 2W
w .. • _ _ _ _ ' j •..
- 1
E =20 51 ' d
SCALE EX SSW
1 " =20' H �R&1 =297.34
191=51 V lE=2ftQ6 -&K S
2 +00 2 +40 2+810 3+210
PNVAXRV Pmp E
ROLL 1 �9�7 F R 419,12:
4+00
RECOMMENDED
FOR APPROVAL
BY DATE AWA
BYE- DATE iell
BY cz✓�t_ DATE.�Lf�!
BY DATE
BY DATE
,•.� ►: r"� ?�.,i/io t ?.� �/ • aim / �' A.•�.1
I �
i
4
I
i
9
IT'`,,,,\ '
I Pew)
K 40
W
Z
NN'
I Z
Iry 1.3,37.34
Wgw297.4Q Em t3DMt 14
E =2K5F -N
'�
I �---SS TEE
Z � =287.60
1W EX SE'NM PLANS SEE
W PNaECT S-
3 ' LOf 2-- C8 TYPE I w,/PRW TEE
'LONG LOT 3 NO QY?rIFlCE
ROOF /GUTTER DOWNSPOUT RA4V- f'9A-SO'55MS6 FOUND 1/8" CU PIN /N
IE= P95�56� -6'�. t3' CONC MON IN COIVC_. (
INFIL TRA T1OW TRENCH. 2 WIDE, �
LEWL (SEE DR. SHT. 4) 21 �� &CASE (OB /Da) ,.
NE 24th STREET
_ S89Y07'20 'W - - -- - _ -
1324.93' (A/EAS)
J I 0 PLAw FoR Nor swat Sm'r
Pu r am EIS'
` I W unums pew MIA XK
m
a Pa"Cr ma mix
I
{ I
t
3L�
EXIST. GRADE A T CY PM VA TE ROAD
111 -
111 - -_ - -- ---------- - - - - -- - - --
EX SSMN 111 - - - -- - - -T- -- ,
SS SRC EX (N.) F 1O" DIA AIMfX MA TIDN PEIRF Cam' POPE «
1 1 1
E=294.45 1 1 1
EX SSMH 1l' ,_ -R`-- - -__ EXi
RAU =300P� ----- ____-- y - - -__ X 1FE(N.) RIMIwQ9�699
/E =294.35 -EX, E 2 +,38 - - - _ _ . _ _ - - - .. _ _ _ _ EmAI J1i
E=294.45 -60SW SS
/�fyA �yw� EX
=i��W 297
290 - I'v' _ 2W
w .. • _ _ _ _ ' j •..
- 1
E =20 51 ' d
SCALE EX SSW
1 " =20' H �R&1 =297.34
191=51 V lE=2ftQ6 -&K S
2 +00 2 +40 2+810 3+210
PNVAXRV Pmp E
ROLL 1 �9�7 F R 419,12:
4+00
RECOMMENDED
FOR APPROVAL
BY DATE AWA
BYE- DATE iell
BY cz✓�t_ DATE.�Lf�!
BY DATE
BY DATE
,•.� ►: r"� ?�.,i/io t ?.� �/ • aim / �' A.•�.1
I �
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4
I
i
9