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SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M. \ t � .
.MA TCHLINE SEE 1 C5- 0 e LF 1 ` _ 3 F 6
-� - -- - - - - -- - i- L- -- -------- - - - - -- - -- - - - - -- - - o 3 °- -4 - - - - - -- F.D.
I 1 s - -
LF 2 �
o, I Q
1 COMPLE710A6' ( ) ` �� 1 ~--- --- r o p . S RIM= 306.22' L �[ Z
pL IE 8" CP OUT S= 235.6'
1 0, j, Z I o M IE38f C W= 7
295.' --+
IE$ CPN
-
i
BO
A
�. � WE FFE 304 0 8TH ST
i IvLI (TYP) IIt X
{ 119 LF 10 DI 1 ^1 a r
t 1 o I Z; w
" 15- 4, of E ! ! I
I
X" ,��. i ,`, � N f
WATER SYSTEM
1
1 rl� Os as as Iry C7 C5 -1 SCALE: 1- = 10'
251 LF 8' PVC (PRIVATE S= 0.028 FTT/FT Ai 5.38 W ER LINE NOTES
1 m
s I o to s0 D ? N I 125 ® STA 2 +19.1, 2.5' LT &" DDCV ASSEMBLY
s + 1 ; 1 -45' BEND, MJ PER STD DWG 6099
so SD " $ 1 N ti I p 3 THRUST BLO ^.,KING LID ELEV = 307.5
I
' 14 LF 0 1
1 -_, � o I m ®STA 2 +04.4, 25' LT S" FLOWUNE ELEV= 303.25
I I -
1 N 9 -45' BEND, MJ
0 1 0 FIRE DEPARTMENT
1 3 THRUST BLOCKING ® CONNECTION
-
I ®STA -1 +29.7,. 2.5' LT PER DWG B099
I I I I I I 1 -22.5' BEND, MJ SET FACING BLDG
o 3 77-IRUST BLOCKING
STA 5+326, 50.4' LT
®STA 0 +51.4, 2.5' LT (CENTER OF VAULT
I I 1 I I 1 -10 x6" TEE, MJxFL 3" COMPOUND WATER
z THRUST BLOCKING
METER SERVICE PER STD
Ri 1 I f LF 10" 1. 1 �� i I +� 7.2
STAN 0+51:4, 31.2' RT DWG B10
' 0 15 Ica1) I -i 1- HYDRANT ASSEMBLY LID ELEV = 30Z St
C) PER STD DTL B102 2' LANDSCAPE METER
! ' ' P/ 1' J� I I I z ® STA 0 +10.3, 2.5' LT PER STD DWG BR42 & 2'
i +30. Q, 1- 12x10" TAPPING SLEEVE
1 -10' TAPPING Gv FLxMJ L-2 0 CONNEC71(NV PER
75' 'i os I THRUST BLOCKING POINT OF CONNEC7ION
! + 1 1 A I I I 3 I TON LLCA `I TO IRRIGA71ON SYSTEM
CONTRACTOR PRIOR TO OT N
@ INSTALL STORZ FITTING ON
I I 1 / ppppq ? I ( z ®STA 5+40.2, 39.5' LT EXISTING HYDRANT PER
Od ',
2 I t I jl�
1-8"x2' TAPPING TEE WITH VALVE STD DTL 8102
I ' ' 78 LF 10" DI 1 I 1 S° �? sc s0 so s0 3 1 -8` FLxMJ ADAPTOR
I sN 'n 1 1 p (FLxMJ)
®STA 0 +28.5, 25' LT
1 1 --0 TEE FLxMJ 1 -TEST CONNEC7ION PER
I T 3 ��?"x6" REDUCER, FL /
1 ylhW - I 1 -6' GATE VALVE (FLxMJ) DETAIL 4 C5-2
-SD / 25' OVER OVER 1 J• 1 THRUST BLOCKING @ STA 19+95.8, 10.3' LT
/ 12' DI°,4T 18' Io - -- --------- - - - - -- --- ---- -- - NEW 12 GATE VALVE
----- - - - --- - - - - -- EXISTING SDMH M7H DEADMAN BLOCK
1 2 1 so 34 LF 6' DI - - - -- --- - - - - -- I
STORM OSSING 1 _ r PER DETAIL 3/C5 -3
I
i 23 LF 10' Di 1 J 3 12" IE N= 295 -44
L__ 127 LF 8' PVC (PRIVATE SEWER) 18" IE S= 294.94 STA 20+76.6, 10.3' LT
7 s7. 47' -- _
--- - - S - 0.005 FT_IFT ( 12" IE E= 299 -07 NEW 12' GATE VALVE
- -- - - - - -- - ---------------------------------------------- t 3 I 11TH DEADMAN BLOCK
- - -- - PER DETAIL 3IC5 -3
rr^^ y � 18 LF 10" DI "� � - -
vJ R H UTILITY CONNECTIONS CB RIM= 302.10' ®f80 LF NEW 12' DI
o a Q `JA 20 +00 -00 AT AND STREET IMPROVEMENTS I 3 IE 6" CP S= 300.6' WATERLINE 197H 4 -45' DI
EARLY COMPLETION
ry NN 1ROP LINE I BENDS TO BE INSTALLED
I ABOVE NEW 18' STORM
a \ " w= - y 3 CROSSING
o sow
h SD SD SO W77 s _!`s�� 21;- SD
i. o
a
W
U �
� S
a �
KEY PLAN
SCALE: 1" = 200'
0
S`ss_
SD��
F AVENjE NT CE w -_W
N
HAR11iSEN &
C'4
Lr) N
U
t
ss
s_
�s
so TFR�(N w
s so - 22 +00` E
ASSOCIATES I WC.
.•
ENGINEERS SURVEM PIANNIERS
SDMH kiM= 301.49'
IE 15" CP OUT W= 293.0'
_b
17614 - 162ND ST. SE
POST OFRCE BOX 516
�s
5 s0 s0 _
�D-�
MONRCE, WA 98272 -0516
O
360 -794 -7811
206 - 343 -5903
IE 15" CP E= 295.2'
= z
360 - 794 -9087 (FAX)
SDMH RIM= 297.55' mss'-!`
287.5 �
IE 15" CP OUT W= 290.9'
C/) Q
�
�
!E 8" CP N =- 298:0'-
(Ni
E 8" CP S= 287.8'
Go it
O4
1' - 20
Z
°
0 10 20 40
LLJ
MERIDIAN: NAD '8$ 1991
MAP
cf) CLI
SSPdH = 302.66'
w
Z �
melrs 11701m
�s - s _ ��
=
VERTICAL DATUM
2
NAVD 1988
=
BENCHMARK: CITY OF RENTON BM ,612
CB RIM= 297.17'
SITE BENCHMARK: ON -SITE BM IS THE
�- �� �_
-- -� -�-
NORTH BOLT ON THE TOP CAP OF A ARE
HYDRANT (POINT 11009) (COORDINATES;
N= 183929.9519, E= 1306909.3075)
ELEVAP,ON= 306.41'
o
TO BE RELOCATED DURING CONSTRUCTION
O C) a
STA
CALL DIAL -A -DIG
RECORD DRAtii'ING
H �:
AT 1 -800- 424 -5555
E 12" PVC E= 289.6'
�rl n
23 +51
A MHAWUM OF 48 HOURS
E- W a
Mp
BEFORE OQNSTRWTION BEGINS
HARRINGTON AVE STA
21 +46.68 = WATERLINE
L) (�
IE 12" PVC OUT W= 290.3'
IE 8" CP N= 290.5'
HARRi
STA 0 +00.00
GTON
NOTE:
HORIZONTAL CONTROL STA710MING
ESMT STA 0 +00.00
BASED ALONG HARRING70M AVE NE.
w a
SEWER LINE NOTES
1 CONNECT TO EXIS77NG SSMH _0
�
IE 8' IN 289.83
Q SSMH fl-48'
a o
STA 1 +05.7, 165.1' LT
RIM =AT GRADE (301.24)
IE 8" IN 290.57
� a•�J�
IE 8" OUT 29o.47
SCALE 1" = 20'
=g
PER STD DTL B071
n
- --
<o
CONTRACTOR TO VERIFY
LOCA71ON do ELEV PRIOR TO
71
CONNEC71
-
SA PER
5❑ SAWCUT
S7D DTL H 2A
SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W. M. \ t � .
.MA TCHLINE SEE 1 C5- 0 e LF 1 ` _ 3 F 6
-� - -- - - - - -- - i- L- -- -------- - - - - -- - -- - - - - -- - - o 3 °- -4 - - - - - -- F.D.
I 1 s - -
LF 2 �
o, I Q
1 COMPLE710A6' ( ) ` �� 1 ~--- --- r o p . S RIM= 306.22' L �[ Z
pL IE 8" CP OUT S= 235.6'
1 0, j, Z I o M IE38f C W= 7
295.' --+
IE$ CPN
-
i
BO
A
�. � WE FFE 304 0 8TH ST
i IvLI (TYP) IIt X
{ 119 LF 10 DI 1 ^1 a r
t 1 o I Z; w
" 15- 4, of E ! ! I
I
X" ,��. i ,`, � N f
WATER SYSTEM
1
1 rl� Os as as Iry C7 C5 -1 SCALE: 1- = 10'
251 LF 8' PVC (PRIVATE S= 0.028 FTT/FT Ai 5.38 W ER LINE NOTES
1 m
s I o to s0 D ? N I 125 ® STA 2 +19.1, 2.5' LT &" DDCV ASSEMBLY
s + 1 ; 1 -45' BEND, MJ PER STD DWG 6099
so SD " $ 1 N ti I p 3 THRUST BLO ^.,KING LID ELEV = 307.5
I
' 14 LF 0 1
1 -_, � o I m ®STA 2 +04.4, 25' LT S" FLOWUNE ELEV= 303.25
I I -
1 N 9 -45' BEND, MJ
0 1 0 FIRE DEPARTMENT
1 3 THRUST BLOCKING ® CONNECTION
-
I ®STA -1 +29.7,. 2.5' LT PER DWG B099
I I I I I I 1 -22.5' BEND, MJ SET FACING BLDG
o 3 77-IRUST BLOCKING
STA 5+326, 50.4' LT
®STA 0 +51.4, 2.5' LT (CENTER OF VAULT
I I 1 I I 1 -10 x6" TEE, MJxFL 3" COMPOUND WATER
z THRUST BLOCKING
METER SERVICE PER STD
Ri 1 I f LF 10" 1. 1 �� i I +� 7.2
STAN 0+51:4, 31.2' RT DWG B10
' 0 15 Ica1) I -i 1- HYDRANT ASSEMBLY LID ELEV = 30Z St
C) PER STD DTL B102 2' LANDSCAPE METER
! ' ' P/ 1' J� I I I z ® STA 0 +10.3, 2.5' LT PER STD DWG BR42 & 2'
i +30. Q, 1- 12x10" TAPPING SLEEVE
1 -10' TAPPING Gv FLxMJ L-2 0 CONNEC71(NV PER
75' 'i os I THRUST BLOCKING POINT OF CONNEC7ION
! + 1 1 A I I I 3 I TON LLCA `I TO IRRIGA71ON SYSTEM
CONTRACTOR PRIOR TO OT N
@ INSTALL STORZ FITTING ON
I I 1 / ppppq ? I ( z ®STA 5+40.2, 39.5' LT EXISTING HYDRANT PER
Od ',
2 I t I jl�
1-8"x2' TAPPING TEE WITH VALVE STD DTL 8102
I ' ' 78 LF 10" DI 1 I 1 S° �? sc s0 so s0 3 1 -8` FLxMJ ADAPTOR
I sN 'n 1 1 p (FLxMJ)
®STA 0 +28.5, 25' LT
1 1 --0 TEE FLxMJ 1 -TEST CONNEC7ION PER
I T 3 ��?"x6" REDUCER, FL /
1 ylhW - I 1 -6' GATE VALVE (FLxMJ) DETAIL 4 C5-2
-SD / 25' OVER OVER 1 J• 1 THRUST BLOCKING @ STA 19+95.8, 10.3' LT
/ 12' DI°,4T 18' Io - -- --------- - - - - -- --- ---- -- - NEW 12 GATE VALVE
----- - - - --- - - - - -- EXISTING SDMH M7H DEADMAN BLOCK
1 2 1 so 34 LF 6' DI - - - -- --- - - - - -- I
STORM OSSING 1 _ r PER DETAIL 3/C5 -3
I
i 23 LF 10' Di 1 J 3 12" IE N= 295 -44
L__ 127 LF 8' PVC (PRIVATE SEWER) 18" IE S= 294.94 STA 20+76.6, 10.3' LT
7 s7. 47' -- _
--- - - S - 0.005 FT_IFT ( 12" IE E= 299 -07 NEW 12' GATE VALVE
- -- - - - - -- - ---------------------------------------------- t 3 I 11TH DEADMAN BLOCK
- - -- - PER DETAIL 3IC5 -3
rr^^ y � 18 LF 10" DI "� � - -
vJ R H UTILITY CONNECTIONS CB RIM= 302.10' ®f80 LF NEW 12' DI
o a Q `JA 20 +00 -00 AT AND STREET IMPROVEMENTS I 3 IE 6" CP S= 300.6' WATERLINE 197H 4 -45' DI
EARLY COMPLETION
ry NN 1ROP LINE I BENDS TO BE INSTALLED
I ABOVE NEW 18' STORM
a \ " w= - y 3 CROSSING
o sow
h SD SD SO W77 s _!`s�� 21;- SD
i. o
a
W
U �
� S
a �
KEY PLAN
SCALE: 1" = 200'
0
S`ss_
SD��
F AVENjE NT CE w -_W
N
_ _ z✓
ss
s_
�s
so TFR�(N w
s so - 22 +00` E
_
w w w w w
EXISTING 12" WATERLINE
.•
I
SDMH kiM= 301.49'
IE 15" CP OUT W= 293.0'
_b
1 SSMH RIM= 296.03'
IE 12" PVC E- 287.6'
�s
5 s0 s0 _
�D-�
-
23 +00
g
IE 15" CP E= 295.2'
IE 12" PVC OUT N=
SDMH RIM= 297.55' mss'-!`
287.5 �
IE 15" CP OUT W= 290.9'
s0
�
�
!E 8" CP N =- 298:0'-
(Ni
E 8" CP S= 287.8'
1
IE 15" CON E= 291.1`
MAP
SSPdH = 302.66'
IE 12" ADS S= 291.3'
�s - s _ ��
/
IE 12" P Sill = -293A
CB RIM= 297.17'
-- - -
�- �� �_
-- -� -�-
IF i "PVC - 293.2'
IE 12" ADS N= 291.4'
SSMH RIM= 297.76'
77H S
STA
RECORD DRAtii'ING
� p` M
IE 12" ADS S= 291.3'
E 12" PVC E= 289.6'
SSMH RIM= 301.67'
23 +51
76 =
Mp
HARRINGTON AVE STA
21 +46.68 = WATERLINE
IE 12'" OUT W= 289.5'
IE 12" PVC OUT W= 290.3'
IE 8" CP N= 290.5'
HARRi
STA 0 +00.00
GTON
AS -BUILT RECORD DRAWING
ESMT STA 0 +00.00
PREPARED BY ACE mo
1
SEWER & WATER PLAN
HELD WORK COMPLETED '!ems
� a•�J�
-1
SCALE 1" = 20'
P•IESE ASBUILTS WERE PREPARED USING
GENERALLY ACCEPTED SURVEY STANDARDS
- --
SCAW4ED'POR 29-.-0* 43 ` Y - 2YS9 e r r 1- - 2 9,P90 6' .5'r
w
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