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RIM =472.29
I.E. =466.60 10'
IN (N)
I.E. =466.50 100
OUT (E)
I.E. =486.50 C
OUT (SW)
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SSMH# 5 TYPE
o
(SHALLOW MH)
RIM =472.29
I.E. =466.60 10'
IN (N)
I.E. =466.50 100
OUT (E)
I.E. =486.50 C
OUT (SW)
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A PORTION OE NE 1/4, SE 1/4, SEC, 14, T R-5E, W.M.
(CITY OF RENTON SANITARY SEWER) KING COUNTY, WASHINGTON
0
. � _ •"""' "''_ gyp• -... `... I I p :. A- . , - / -
Now
J
4J i i f V it (A r �. � + j _ d • :;X
PROPOSED EVlENDELL - SS - - - - - - -- -- .- ,T �_
(BY CORE DESIGN) � _ - r, -� ? 4 1 1.I ► �_'� • s I r. , Al ; " I 8 O 2.00% ao ° o
STA: 12 +93.80, 2' LT. (DMP) ��, 1 hti . f ��' . i�,, _ e, I o
f •
=STA: 12 +92, 2 LT. (CORE DESIGN) .,�� '+� . I t w,I ;� -.. - -- ,� - 4 7 •. , • • $ I :,,I,, :t,; � c"
PROPOSED EVENDELL SSMH�! 14A TYPE `' t yy �.r�. • ' , 4'
Now
K -� . 1 • • 1 • Y�1 C
j 1 •' • .• • • • `/
B 48 "0 _ • 1 r,
Y R DESIGN) j r X ? STA: 16+21-209 2'LT. . ""'* .'� --� ;}, ► r
(B CORE DES G ) ;I , ti 4 - . ' ' Q
RIM = 482.9± I �, SSMH #' 14TYPE 1 48 "0 ° --," .•
(MATCH PAVING) ; �; �;, , RIM =486.81 ' ' S A: 0+88.42, 5.00 RT. u; ------- •-
I.E.= 477.54 8" IN (N) ;
SSMH# TYPE • 48 "f ,
w • , . NOTE. I•E.� 0.76 8" (W) ( 7 I- '
" I RIM =489.11 r r: x 0 10 20 40
I.E. = 477.54 $ IN (E) i TAX LOTS 0086, 0087 do 0088 MAY CONNECT TO I.E. =480.86 8 E .I" ` g
I.E. - 477.44 10 (W) �. ; 1 ( DRAINFIIEW CASEk T Stec. 950' 72$1416 I I.E. =481.10
BASED ON INFORMATION FROM
_ ! THE NEW SS LINE IN 160TH AVE S.E. j' Y l
BARGHAUSEN &CORE DESIGN -, . ' .ti r �I ��! i xV I - -- - -. 'Y•1i do l MMENDED ,6Y eo. No.'s 1 01075; I MIN. =484.9 , _ '
'� _► f. �95o8020ytp 9 02241786 e� I STA• 19+ SCALE 1 4 0
9 0 ' A A ONED / 48.60, 2 LT.
I SSMH# 15 TYPE 1 4800
RIM = 493.8±
TACT "A'
5 DRAINAGE EASEMENT
o " ;
(MATCH EXIST. PAVING)
i K 1'( 6 PVC SS STUB w
I Rec. No. 9802241785 1 1 RECREA.YIONAL LE. =480.21 $ (W)
i - OPEN `,SPACk ` I O 2 QO% MIN .9 (TYP )
i ; I ----- _ -_ 1.,:... r.t,,`•�- -� 1 1 � � LEGEND:
- -___ _ ___ f, ,' _
I I ' r
-------- - - 15' ST AIN AGE 1 ' 1 ' ', I MIN. FF =481.7 - ''. -� EXISTING WATER VALVE
b; I l 1 ,. I 1 +54 1
STA: 8 +75.14, 6.64' LT. ` I SEMEN T �� ' _ 2 , ` - ;' EXISTING WATER METER
RIM =479.6 ±' I ST 1 +11.75, 5.00' R . 1 - i ; 1 i, I EXISTING FlRE HYDRANT
MATCH PAVING !' •I ! I 2 TYPE fi 48" ( ` " ' _
(MATCH �' 1 r .a 'r _ - _ 1 . _ EXISTING UTILITY POLE
LE.= 464.33 $" OUT (S) RIM 472.78 �" 'iI ' - - `,.- -- - - - - - _
1 I • '
j ! I I.E. 46362 10 IN (E 1 EX. I 1 r�, ' t ' , - MAIL BOX
i I MIN. FF =466.3 2 I.E. 463:52 '10" OUT �' CONC.
(
MIN. FF= 7.3 ,� r FOUNDATIOIJ I I m 11 11.'' EXISTING SIGN
z i 00 I MIN. FF =467.6 4 I - - -1 +00 , c END OF CULVERT
STA: 7 +45.09, 5.00' LT.1 +. ! _ .- - .l ( 3 ' ; MIN. FF= 477.4 I ' . ,
SSMH# 1 TYPE 1 4800 i r _ 47 MIN. FF =467.9 10 R ------- -...,� .� $ �- { _ _
�' `� ^ EMENT -� EXISTING CATCH BASIN
RIM= 473.79 I �' I, 7 1 A7) ry o 5 �> _ - -
- '11• ^ �. .{ . I µ • ` EXISTING BOLLARD
LE. =463.03 100 IN (NdcE) CN MIN. FF =468.8.
MIN. 68.2 . _
I UTILITY POLE ANCHOR I.E.= 462.93 100 OUT (S) ]
QQ
.� i MIW. -FF= 69.1
N l
I ( to ' -
�' ♦ CO { ;. I - ` STREET L�GH T
VAC O a f 1 4 O ± I I / + 1 \ �/ - -_ 0 +46 " "241 OQ I CHAIN LINK FENCE
' " ' _ . - I I STA: 5 +04, 5.00' RT. w10oo FENCE
' 1
4 TYPE 148 "0
. < \ i 4 t .- 1 1 - ,,� •, _ -fir - - ,.,Ie_._,.11n1� _ , ' •' RIM = 478:62 BARB WIRE FENCE
, I F +
/i N 0. -_ ��_„_ ' It 1 I LE.= 465.58 80 IN rN I STA: 23 +01.70, 5.00' LT. --
- i • - r►. ' SO �` r -+ �+- �- -.1 �► l / " EXISTING PAVEMENT
SSMH # 17 TYPE 1 48 *0
RIM = 480.31
(1'MIN CLEARANCE CONCRETE
SQUARE COLLAR) NOTE: ALL SANITARY SEWER SERVICES ARE
I.E. = 472.00 80 OUT (S) STATIONED STARTING FROM THE
DOWNSTREAM SANITARY SEWER MANHOLE.
4 ,ti" ♦ "', f'' 'Y ' t , -' - -_� - "4 I.E. = 485.48 100 OUT (W S)
1 o o 1 287.1 LF' 1 Q O 0.50% It I 13
` _ 1 I MIN. FF =466.8 � a k' N � ' •� � pp MIN FF =469 4 Ll
Q i/ �% '` -r - - 1 - - -�__ 0 +00 ' •
MIN. FF =467.1 p 1 r ' - -- -- ' - �r- - - - - -
i, 1 `"',^ -,/,1 , •.{ 1 ; ', I K In��::r ��h4 MIN• FF =467.4 + ' Ill 1 w �"- _ - -. > . �.,, ,,
ReOcMMNo ICBao 30765MENT G rl 1 6" vc SS STUB N �+1
'.. PROVIDE SS SERVICE STUB a a I - _ 33
-. / / _ -- MIN. FF =467.7 11 t O 2 MIN., I;
TO EXISTING HOUSE T l -- - -4 STA: 2+ 7.64, S 74 RT. _ (�.) MIN. FF =468.6
-TO BE CONNECTED TO ° '� • - - w 1:11 : t MIN. FF =468.0 MINA F-F -468,3 MIN. FF =468.9 ( oo STA: 21 +56.48, 5.00' LT.
SEWER PRIOR TO PROJECT 3 TYPE i ¢ I 28 I 0 +61 MIN. FF= 469.7, SSMH# 16 TYPE 1 48 0
. ._ 1 _ w
4- ,1, • ; RIM =474.20 1 29
>� CLOSEOUT _ w
;� 27 I RIM =476.3
, I ; I. 4.14 10 IN (f) 1 15 ST RM DRAINAGE .. f
I 464. 10" OUT (W) I 1 EASEM NT (1 MIN CLEARANCE CONCRETE
' ' I 0 SQUARE COLLAR)
_II_ -; 1+ �I f- - - -- t___ - -_ - I.E. =468.05 8" IN (N
t-c ' t -- .. .... ,. 3,,,. t 1..... a I.E. =467.95 100 OUT (W)<.
- - •. t -� -- 1 +16 MIN. FF -469.9 .
-
I 7.5! STORM DRAINAGE
• r
9 MIN. FF =469.7 EASEMENT "i
t_
31 6 PVC SS STUB
15 , STORM DR NAGE .00% MIN.,, (TYP.) PC = 4. 33
I ,
,• EASEMENT
_4 we 4 10' PRIVATE
46 .1- •' _ ti r �, . FF =469.1 "1 16
25 MIN. FF =470.2 2 ' -_
'
I STORM DRAINAGE . ,� - - - ,
EASEMENT v ` 10' SS
I f ', •I _ -'-,
45115 MIN. FF =471.0 A EASEMENT
% `,
/ (SIVLLOW .,�.
=470.0± �r • • ACCESS & ' t
- - - (�TC>y PAVING) 24 % Q �� a ''` UTILITIES 1061 SYRIAN
_ I. =467.10 , . =470.3 YEA NT % I , /
MIN. FF =470.6 0 _.0000 % r 10 SERVI I �-
PROPOSED EVENDELL SANITARY _41111111.1 ,SEWER MAIN • ENT!
�
- - -
'� v
00 00
PROPOSED EVENDELL SSMH 2--"// � '� r � •. � / 1 � o,� \ I ; r �� r -
(BY OTHERS) ' - - - - - - -
IE= 452.92 8° IN �. �' M
IE= 452.42 8" (OUT) T TRA •T• ,�, , �►
o I 'J - S `
TRACT C" �-9,p �T SS C.O. SS C.O.
ACCESS & UTILITIE
SENSITIVE ARE GAF ,� RIM =471.2± RIM =4706 +;
3
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IN
01-1 1
3
MINOIIUM FNWSH FLOOR CALCULATION FORMULA:
2.0% GRADE FROM INVERT OF SANITARY MAIN •
SERVICE TEE, ALONG THE LENGTH OF SERVICE STUB
TO 100f INSIDE OF LOT + 3.0'f,
s
> 4 0 "TRACT '�' _
TRACT 'p �,/ 22 (M TCH PAVING) (MATCH P VINE)
I i - , W/RAFFIG W/TRAFFI BEARING LID I
STORM POND BEARING LID
` . � MIN. FF 470.7 I.E. =468.92 I•E� 469.4 �
i N MIN. FF 472.7
MIN. FF 470.3 MI FF 470.4 20
MIH. FF 473.0
I % MIN. FF =471.1 ,
10' P IVATE
\. STOR DRAINAGE
EASE ENT 2000 4
, L
r ,
VERTICAL DATUM
CITY OF RENTON -NAVD 1988
BENCH MARK: BROKEN BRASS SURFACE
DISC ON CONIC ST. SURFACE, FLUSH.
CITY OF REN TON BENCH No. 2103.
LOCATED AT THE CONSTRUCTED
INTERSECTION OF SE 128th ST. AND
156th AVE. SE. ELEVATION: 547.94
BURIED UTILITIES IN AREA CHECKED FOR COMPLIANCE RECOMMENDED
CALL BEFORE YOU DIG TO CITY STANDARDS FOR APPROVAL
1- 800 -424 -5555 Dote 3 BY
EXISTING UTILITIES 9101 ARE FN W
THE BEST AVA I LAKE I WORMAT I ON AND DOte B Y
NO GUMORE IS MADE AS TO THE w
BY
EXACT SIZE, TYK a LOCATION OR OEFTN . �
ROLL 1 '9,�
0
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S JAN. 9, 2006 -�
S.E. 137TH PL.
STA:4+76.279 8.20' RT.
SSMH# 5 TYPE
o
(SHALLOW MH)
RIM =472.29
I.E. =466.60 10'
IN (N)
I.E. =466.50 100
OUT (E)
I.E. =486.50 C
OUT (SW)
CL
S
A PORTION OE NE 1/4, SE 1/4, SEC, 14, T R-5E, W.M.
(CITY OF RENTON SANITARY SEWER) KING COUNTY, WASHINGTON
0
. � _ •"""' "''_ gyp• -... `... I I p :. A- . , - / -
Now
J
4J i i f V it (A r �. � + j _ d • :;X
PROPOSED EVlENDELL - SS - - - - - - -- -- .- ,T �_
(BY CORE DESIGN) � _ - r, -� ? 4 1 1.I ► �_'� • s I r. , Al ; " I 8 O 2.00% ao ° o
STA: 12 +93.80, 2' LT. (DMP) ��, 1 hti . f ��' . i�,, _ e, I o
f •
=STA: 12 +92, 2 LT. (CORE DESIGN) .,�� '+� . I t w,I ;� -.. - -- ,� - 4 7 •. , • • $ I :,,I,, :t,; � c"
PROPOSED EVENDELL SSMH�! 14A TYPE `' t yy �.r�. • ' , 4'
Now
K -� . 1 • • 1 • Y�1 C
j 1 •' • .• • • • `/
B 48 "0 _ • 1 r,
Y R DESIGN) j r X ? STA: 16+21-209 2'LT. . ""'* .'� --� ;}, ► r
(B CORE DES G ) ;I , ti 4 - . ' ' Q
RIM = 482.9± I �, SSMH #' 14TYPE 1 48 "0 ° --," .•
(MATCH PAVING) ; �; �;, , RIM =486.81 ' ' S A: 0+88.42, 5.00 RT. u; ------- •-
I.E.= 477.54 8" IN (N) ;
SSMH# TYPE • 48 "f ,
w • , . NOTE. I•E.� 0.76 8" (W) ( 7 I- '
" I RIM =489.11 r r: x 0 10 20 40
I.E. = 477.54 $ IN (E) i TAX LOTS 0086, 0087 do 0088 MAY CONNECT TO I.E. =480.86 8 E .I" ` g
I.E. - 477.44 10 (W) �. ; 1 ( DRAINFIIEW CASEk T Stec. 950' 72$1416 I I.E. =481.10
BASED ON INFORMATION FROM
_ ! THE NEW SS LINE IN 160TH AVE S.E. j' Y l
BARGHAUSEN &CORE DESIGN -, . ' .ti r �I ��! i xV I - -- - -. 'Y•1i do l MMENDED ,6Y eo. No.'s 1 01075; I MIN. =484.9 , _ '
'� _► f. �95o8020ytp 9 02241786 e� I STA• 19+ SCALE 1 4 0
9 0 ' A A ONED / 48.60, 2 LT.
I SSMH# 15 TYPE 1 4800
RIM = 493.8±
TACT "A'
5 DRAINAGE EASEMENT
o " ;
(MATCH EXIST. PAVING)
i K 1'( 6 PVC SS STUB w
I Rec. No. 9802241785 1 1 RECREA.YIONAL LE. =480.21 $ (W)
i - OPEN `,SPACk ` I O 2 QO% MIN .9 (TYP )
i ; I ----- _ -_ 1.,:... r.t,,`•�- -� 1 1 � � LEGEND:
- -___ _ ___ f, ,' _
I I ' r
-------- - - 15' ST AIN AGE 1 ' 1 ' ', I MIN. FF =481.7 - ''. -� EXISTING WATER VALVE
b; I l 1 ,. I 1 +54 1
STA: 8 +75.14, 6.64' LT. ` I SEMEN T �� ' _ 2 , ` - ;' EXISTING WATER METER
RIM =479.6 ±' I ST 1 +11.75, 5.00' R . 1 - i ; 1 i, I EXISTING FlRE HYDRANT
MATCH PAVING !' •I ! I 2 TYPE fi 48" ( ` " ' _
(MATCH �' 1 r .a 'r _ - _ 1 . _ EXISTING UTILITY POLE
LE.= 464.33 $" OUT (S) RIM 472.78 �" 'iI ' - - `,.- -- - - - - - _
1 I • '
j ! I I.E. 46362 10 IN (E 1 EX. I 1 r�, ' t ' , - MAIL BOX
i I MIN. FF =466.3 2 I.E. 463:52 '10" OUT �' CONC.
(
MIN. FF= 7.3 ,� r FOUNDATIOIJ I I m 11 11.'' EXISTING SIGN
z i 00 I MIN. FF =467.6 4 I - - -1 +00 , c END OF CULVERT
STA: 7 +45.09, 5.00' LT.1 +. ! _ .- - .l ( 3 ' ; MIN. FF= 477.4 I ' . ,
SSMH# 1 TYPE 1 4800 i r _ 47 MIN. FF =467.9 10 R ------- -...,� .� $ �- { _ _
�' `� ^ EMENT -� EXISTING CATCH BASIN
RIM= 473.79 I �' I, 7 1 A7) ry o 5 �> _ - -
- '11• ^ �. .{ . I µ • ` EXISTING BOLLARD
LE. =463.03 100 IN (NdcE) CN MIN. FF =468.8.
MIN. 68.2 . _
I UTILITY POLE ANCHOR I.E.= 462.93 100 OUT (S) ]
QQ
.� i MIW. -FF= 69.1
N l
I ( to ' -
�' ♦ CO { ;. I - ` STREET L�GH T
VAC O a f 1 4 O ± I I / + 1 \ �/ - -_ 0 +46 " "241 OQ I CHAIN LINK FENCE
' " ' _ . - I I STA: 5 +04, 5.00' RT. w10oo FENCE
' 1
4 TYPE 148 "0
. < \ i 4 t .- 1 1 - ,,� •, _ -fir - - ,.,Ie_._,.11n1� _ , ' •' RIM = 478:62 BARB WIRE FENCE
, I F +
/i N 0. -_ ��_„_ ' It 1 I LE.= 465.58 80 IN rN I STA: 23 +01.70, 5.00' LT. --
- i • - r►. ' SO �` r -+ �+- �- -.1 �► l / " EXISTING PAVEMENT
SSMH # 17 TYPE 1 48 *0
RIM = 480.31
(1'MIN CLEARANCE CONCRETE
SQUARE COLLAR) NOTE: ALL SANITARY SEWER SERVICES ARE
I.E. = 472.00 80 OUT (S) STATIONED STARTING FROM THE
DOWNSTREAM SANITARY SEWER MANHOLE.
4 ,ti" ♦ "', f'' 'Y ' t , -' - -_� - "4 I.E. = 485.48 100 OUT (W S)
1 o o 1 287.1 LF' 1 Q O 0.50% It I 13
` _ 1 I MIN. FF =466.8 � a k' N � ' •� � pp MIN FF =469 4 Ll
Q i/ �% '` -r - - 1 - - -�__ 0 +00 ' •
MIN. FF =467.1 p 1 r ' - -- -- ' - �r- - - - - -
i, 1 `"',^ -,/,1 , •.{ 1 ; ', I K In��::r ��h4 MIN• FF =467.4 + ' Ill 1 w �"- _ - -. > . �.,, ,,
ReOcMMNo ICBao 30765MENT G rl 1 6" vc SS STUB N �+1
'.. PROVIDE SS SERVICE STUB a a I - _ 33
-. / / _ -- MIN. FF =467.7 11 t O 2 MIN., I;
TO EXISTING HOUSE T l -- - -4 STA: 2+ 7.64, S 74 RT. _ (�.) MIN. FF =468.6
-TO BE CONNECTED TO ° '� • - - w 1:11 : t MIN. FF =468.0 MINA F-F -468,3 MIN. FF =468.9 ( oo STA: 21 +56.48, 5.00' LT.
SEWER PRIOR TO PROJECT 3 TYPE i ¢ I 28 I 0 +61 MIN. FF= 469.7, SSMH# 16 TYPE 1 48 0
. ._ 1 _ w
4- ,1, • ; RIM =474.20 1 29
>� CLOSEOUT _ w
;� 27 I RIM =476.3
, I ; I. 4.14 10 IN (f) 1 15 ST RM DRAINAGE .. f
I 464. 10" OUT (W) I 1 EASEM NT (1 MIN CLEARANCE CONCRETE
' ' I 0 SQUARE COLLAR)
_II_ -; 1+ �I f- - - -- t___ - -_ - I.E. =468.05 8" IN (N
t-c ' t -- .. .... ,. 3,,,. t 1..... a I.E. =467.95 100 OUT (W)<.
- - •. t -� -- 1 +16 MIN. FF -469.9 .
-
I 7.5! STORM DRAINAGE
• r
9 MIN. FF =469.7 EASEMENT "i
t_
31 6 PVC SS STUB
15 , STORM DR NAGE .00% MIN.,, (TYP.) PC = 4. 33
I ,
,• EASEMENT
_4 we 4 10' PRIVATE
46 .1- •' _ ti r �, . FF =469.1 "1 16
25 MIN. FF =470.2 2 ' -_
'
I STORM DRAINAGE . ,� - - - ,
EASEMENT v ` 10' SS
I f ', •I _ -'-,
45115 MIN. FF =471.0 A EASEMENT
% `,
/ (SIVLLOW .,�.
=470.0± �r • • ACCESS & ' t
- - - (�TC>y PAVING) 24 % Q �� a ''` UTILITIES 1061 SYRIAN
_ I. =467.10 , . =470.3 YEA NT % I , /
MIN. FF =470.6 0 _.0000 % r 10 SERVI I �-
PROPOSED EVENDELL SANITARY _41111111.1 ,SEWER MAIN • ENT!
�
- - -
'� v
00 00
PROPOSED EVENDELL SSMH 2--"// � '� r � •. � / 1 � o,� \ I ; r �� r -
(BY OTHERS) ' - - - - - - -
IE= 452.92 8° IN �. �' M
IE= 452.42 8" (OUT) T TRA •T• ,�, , �►
o I 'J - S `
TRACT C" �-9,p �T SS C.O. SS C.O.
ACCESS & UTILITIE
SENSITIVE ARE GAF ,� RIM =471.2± RIM =4706 +;
3
i
O
a
0
IN
01-1 1
3
MINOIIUM FNWSH FLOOR CALCULATION FORMULA:
2.0% GRADE FROM INVERT OF SANITARY MAIN •
SERVICE TEE, ALONG THE LENGTH OF SERVICE STUB
TO 100f INSIDE OF LOT + 3.0'f,
s
> 4 0 "TRACT '�' _
TRACT 'p �,/ 22 (M TCH PAVING) (MATCH P VINE)
I i - , W/RAFFIG W/TRAFFI BEARING LID I
STORM POND BEARING LID
` . � MIN. FF 470.7 I.E. =468.92 I•E� 469.4 �
i N MIN. FF 472.7
MIN. FF 470.3 MI FF 470.4 20
MIH. FF 473.0
I % MIN. FF =471.1 ,
10' P IVATE
\. STOR DRAINAGE
EASE ENT 2000 4
, L
r ,
VERTICAL DATUM
CITY OF RENTON -NAVD 1988
BENCH MARK: BROKEN BRASS SURFACE
DISC ON CONIC ST. SURFACE, FLUSH.
CITY OF REN TON BENCH No. 2103.
LOCATED AT THE CONSTRUCTED
INTERSECTION OF SE 128th ST. AND
156th AVE. SE. ELEVATION: 547.94
BURIED UTILITIES IN AREA CHECKED FOR COMPLIANCE RECOMMENDED
CALL BEFORE YOU DIG TO CITY STANDARDS FOR APPROVAL
1- 800 -424 -5555 Dote 3 BY
EXISTING UTILITIES 9101 ARE FN W
THE BEST AVA I LAKE I WORMAT I ON AND DOte B Y
NO GUMORE IS MADE AS TO THE w
BY
EXACT SIZE, TYK a LOCATION OR OEFTN . �
ROLL 1 '9,�
0
Z
�o� p '
S JAN. 9, 2006 -�
S.E. 137TH PL.
STA:4+76.279 8.20' RT.
SSMH# 5 TYPE
8 -5400
(SHALLOW MH)
RIM =472.29
MINOIIUM FNWSH FLOOR CALCULATION FORMULA:
2.0% GRADE FROM INVERT OF SANITARY MAIN •
SERVICE TEE, ALONG THE LENGTH OF SERVICE STUB
TO 100f INSIDE OF LOT + 3.0'f,
s
> 4 0 "TRACT '�' _
TRACT 'p �,/ 22 (M TCH PAVING) (MATCH P VINE)
I i - , W/RAFFIG W/TRAFFI BEARING LID I
STORM POND BEARING LID
` . � MIN. FF 470.7 I.E. =468.92 I•E� 469.4 �
i N MIN. FF 472.7
MIN. FF 470.3 MI FF 470.4 20
MIH. FF 473.0
I % MIN. FF =471.1 ,
10' P IVATE
\. STOR DRAINAGE
EASE ENT 2000 4
, L
r ,
VERTICAL DATUM
CITY OF RENTON -NAVD 1988
BENCH MARK: BROKEN BRASS SURFACE
DISC ON CONIC ST. SURFACE, FLUSH.
CITY OF REN TON BENCH No. 2103.
LOCATED AT THE CONSTRUCTED
INTERSECTION OF SE 128th ST. AND
156th AVE. SE. ELEVATION: 547.94
BURIED UTILITIES IN AREA CHECKED FOR COMPLIANCE RECOMMENDED
CALL BEFORE YOU DIG TO CITY STANDARDS FOR APPROVAL
1- 800 -424 -5555 Dote 3 BY
EXISTING UTILITIES 9101 ARE FN W
THE BEST AVA I LAKE I WORMAT I ON AND DOte B Y
NO GUMORE IS MADE AS TO THE w
BY
EXACT SIZE, TYK a LOCATION OR OEFTN . �
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RIM =472.29
I.E. =466.60 10'
IN (N)
I.E. =466.50 100
OUT (E)
I.E. =486.50 C
OUT (SW)
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DALEY- MORROW- POR.ETE, WC. U` "~
UK DEVELOPIuENT, NC.
726 AUBURN WAY NORTH P.O. BOX 146, RENTON, WA., 98057
AUBURN WASHINGTON 98002 PHONE No. (425) 228 -9750
PHONE: (2535333 -2200 (FAX)333 -2206
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