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12 ^MI, W-389,93
STA. 1,2 +42.58 ;
FND FINISH NAIL IN CONC ' .. k . r'W }.: -- a(OH) -- -
,. O ..:. €INSTALL: f _
IN CASE - CITY OF RENTON _ I _._- --- --
SURVEY CONTROL N0 1503 x .' °..`.' tT - o r 2" RPBA IN ARO 7 GROUND
of
NW CORNER SECTION 15 i ,r< STA. 12*x'39.72—
594H EX. 1 WATER METER = --
--
..:. STA. 11 +02.29
,,, Fw;, N=391.56 `c] o `> TO BE RELOCATED TO _ W
# METER
PV f t i s , I eo Q ir? � ,. INSTALL: THE BACK OF WALK AND € STREET -
w " .. k
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8" w�tr �1..�8 _ 1 -8 x6 TEE (MJxFL) i +00 USED FOR NEW BUILDING. µ -
8•' PV0 W=1391.01$
I – r^�'2 �°� SS SS - _ 2 o.a.... 0.:., 0 �$I OF
` ` -6 ATE �tgLVE'(ft " ` -P�- -- _ _ss - 204 46" BEARING)
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- - -EX. 12" W - - - -G- 'r''G � 1- I"c.H:wA-SSY. PER C.O.R. STDS. -
v
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I:i I':' €:. >2I €yi- 4,s..J. – – – – if
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�Ot�1 >'I 7w RI:.i= 31.55
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30 + '
EX. FIRE HYDRANT TO
t I'�>a , a IE= 393.36 BE REMOVED AND
w fi \.
REPLACED WITH a '
�.
° v ........; `1:8 LF 6" SIDE �O 25 L 6 "E
5 IN.,,, , ATE F DI EXTENSION t J l :. M4 N=383.`5
STA. 21 +38,70 I; i EASEMENT SEVER ® 1 0% C-4 1 �FH ASSY. PER
» € o t C.O.R. STDS. ; i WATER
! 7.5' SANITARY `
EX 1 WATER METER TO i i o i ' 3 ` ` J hIF� SEWER EASEMEN
BE RELOCATED TO BACK ° fi . ® + i`' REC. N0. ~`
OF WALK AND USED FOR r, I N o 70 I.. cJ
i , 3 7239001 €'
IRRIGATION. INSTALL 1A - '
fL: -r� ?, i`I 84 Si LT
SPRINKLER OOM WITH
DVCA IN PLANTER.
U/O O O O O INTERNAL D ✓A PER C.O.R
f r ;`;; 00 ! i STD, DETAIL X117
,
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x i x
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STORM DRAINAGE
T: - - - -- b -EASEMENT REG.
cal ?I, o NO. 8470723900
I � €
—4— tk {` TAX PARCF -L 1\10, 5
1 B2IOC?Gi2O
f . I @ I \ t I N ..,�,` � ,hiH 48 RiM 3P 02
i 0 c,MP Sx01 92. 2'7
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te�SP T A 22+31.39- IE iK
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NOTES
, 1- 16 "x6" TEE (MJxFL)
1. CONTRACTOR TO FIELD LOCATE ALL EXISTING
1 -6" GATE VALVE (FLxMJ) i' ` 1
29 LF 6" DI EXTENSION ; �' €:i'.l' #,)Ii Yf —Il I WATER METERS SERVING THE EXISTING BUILDINGS
•I AND REMOVE, CAP, AND USE FOR NEW SERVICE
1 -FH ASSY. PER CITY ,x ,
OF RENTON STDS. -- -
-- °"`'� ` ACCESS EASENT REC. NOS. � � � i PER CITY OF RENTON STANDARDS.
l�
7 1
SAQ 8609230401 & 10 1102 : tI 2. CONTRACTOR TO FIELD VERIFY THE EXISTING SIDE
SEWER PIPE MATERIAL FOR THE USE OF THE
P E was R
o� o a o N1 I _ - -- - - - - - - -- - NEW BUILDING AND REPLACE IF OTHER THAN PVC.
------------- - - - - -- -- ------- - - - - -- - - - - -- I!€
rr
`. p DURING THE ` DEMOUTION PHASE OF THE PROJECT,
C8 YI''I' R M 404.:€ti E f 4V -- ----- - - - --- }
(i I 1 ° ,� ; - --- :I CONTRACTOR TO FIELD LOCATE THE EXISTING SIDE
"O NC t 1 1. ' \` ; ! - T l f SEWER FOR THE BUILDING TO BE REMOVED AND
0 8 „Jt'<t E=401,49
7. L v 1 B 1 °:�Oi? 1 :i.
I ' ;° _, ° -;��`• ' CAP AT THE PROPERTY LINE FOR THE USE BY
< `FS FG S 1 EE�� ��`� I ;; f' NEW BUILDING IF IT MEETS THE CURRENT CITY
s QN ��� 3„ _ `
f - - - = - - .._ - - 1I `� € « I STANDARD. IF IT IS DETERMINED THAT THE
ao 0 o ao A l �,g 1:1 __ HE
o o W I <. { t EXISTING SIDE SEWER CANNOT BE USED FOR T
;,D T PE I FiFff =404,0 i \ + - :n s
N rn \ ►- ti N I 10' UG ELECTRIC #i { \ SID S L
,r, r N Q EXPIRES 6 11 /� sY N, ::• 4t)1.8 I , NEW BUILDING A NEW E EWER SHALL BE
W � o _ -\ , I ;" ESMT. REC NO. - t CONSTRUCTED AS SHOWN. CONTRACTOR SHALL
co u� Lo 12" Y'i)P t, '1:::4(}Ck.4 . :tf tC;.fNO= LII . -. ,57 NOTIFY ENGINEER WITH THE FINDINGS OF THE
x _.. U. 1 k 8411160567 E 6 T�aE ¢�
12" PONC S=400.4,5, . . 9 £
03 12"E 160,03 ( \. Il ? ; EXISTING SIDE SEWER LOCATION AND ELEVATION
V) 1 2 i gi 4 "` FOR THE FEASIBILITY OF IT'S USE.
b �a- 3�f9:<
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AS -BUILT WATER AND SANITARY SIDE SEWER PLAN
WALGREENS
NORTHWEST Y4, NORTHWEST Y, SECTION 15, TOWNSHIP 23 NORTH, RANGE 5E., W.M.
rr�� RENTON, WASHINGTON
1n =VOt
0 15. 30 60
-, PEDESIRIAN SIGNAL BOX
SIGNAL POLE S)MI RIM 3913.61 I
8 PE 41M 39662 % MP 65t 366.01
SIGNAL 30X- 12 CONC E=394 42
4 CMP N 388.01 -� { p�
, N 17 CON(. N 39}42 11 N;S NE 381.01 1
SDMPI RIM =40097 8 CONC N 594 62 I i
12" CONC E - 397.19 \ +)4! R OIG 1 �//
12" .,UNC W =397.14 iv CO YPt PoM= f9N.3U \ ^ /UL CROP- j ,��. SSMH 41M- ,39490
x STA, 12 +42.58 :- 29 CONC E =376.90 SDMH 54" RIM = 394.82
1 z cork E 594.35 q INSTALL:
SIGNAL .'UL_° x x m 24 CONC W =376.62 T - 6 CMP NW- 386.17. 8 IYVE RIM =39143
,,, 1 2 �UNL W 394.90 \ 2° RPBA IN ALONE INSIDE DROP 48' CMP SSE= 386.08
oss
.. -.2 'MP 1=389.93
!I GROUND 'HOT BOX" CONNECTION PER r it MP W= 389.93
_ '-11 BEHIND WATER METER - i Cltt OF RENTON ST .
FND FINISH NAIL IN CONC wT ---I D
IN CASE - CITY OF RENTON " -- '°°°°'r-- _- -_-- -_ s� _, �`� _ �. STA. 12 +39,72 \\ TIE 386r1fr 384.78
SURVEY CONTROL NO. 1503 1 =-- -
�n^. r `- -r�EX. 1 }'2" WATER .METER TOm. _ -- - .� �1
NW CORNER SECTION 15 -
SSMH RIM =401.31 ;� r / BE RELOCATED TO THE \ \ �'-� "` v'- `"'_-_-- -- - .�. _ _-
_ 1 m� -'-- - - - - BACK OF WALK AND USED \ -
-> STA. 11 +02.29 -- - -
3 VL S 391,53 - �° 1 1 0 "� _ FOR NEW BUILDING: _
`c" 8o Q i� 0'- _ _ INSTALL: __ _ eC NEW 2" SERVICE TO TEE \\ \
6 INC 39t,5fl �`^. 1 "x13" TEE jMJxFI) iT +oo NE - _
a S88'03'N 0446
6 1�C W x91:50 �x 1 - - ss INTO NW F.H. LINE \ ; (BASIS OF BEARING)
�m 15,"�ATE VACV�(FtxMJj F- 5s _ + _ _... -__ __. 1. _____.__ -.-
el - +
- - - -EX. 12 2"
, GAS G ___ G ° i GMalrSSY. PER C.O.R. STDS 3.24 \ r i SIDE .- ..ia +66 _ -.
90 LF 6 SIDE \
1 1 G A, � G - Et 'IBER SEWER ®344% k 1 - ..._
L8 YP RIU -40 t.U9 _ f$ F -- -_ a _ Y� _ _ _G SUMH 98" RIM ,593.6.
12 CONC 399.16 1 CRO'SY�LK , _ __ l -- /� SSCO* W -- G \'_- ___WITH 2 -45' - r L4' CMP S 3P I5d - [DGt„<rjl_ _36" S RIM-= :91.SS
it CON( a- 399.16 x . . YL - �- -► _ -- -' RIM 397 5 _ -_ _ T _ VERTICAL BENDS G --' 36 ADS S=38266
11 z 01 W= 399.16 r F.___ o _ _ ___ _ _ _L- ea�QI6K6 c_AS - \' NEW 6' FIRE LINE __ _ SD ADS t IM =19
- - - - -- --
, ° I
: ss EX. 8" SS -
1 TEL MIT /
STA. 12 +59.62
• -,a EX. FIRE HYDRANT TO PIV ( I(
BE REMOVED AND
�.
REPLACED WITH: ' L
v 75 LF 6 DI EXTENSION
5' MIN. iv. 2 45 VERTICAL BENDS ''I \ l 36' ADS N- 363.5
WATER ` " ° pqM 1 -fH ASSY PER `' i1 75 SANITARY ,ranlmnc wAER
EASEMENT Vipj C.O.R. STDS :' \ 1 SEWER EASEM6IN
^IN CONC. BLOCKING 11 11 111 REC. N0,
TAX PARCEL N0, 1 1, 1} 84707239007 -Skl sNC 9 'OP
77 °J 5182100009 ' ( 31 SPRINKLER DOM WITH
\1 INTERNAL. D OVA PER 0.0 .R�
t EL J J8 11 STD. DETAIL�R117
b
_ i 1111\ 1
1 STORM DRAINAGE
- _ -EASEMENT REC.
N0. 8470723900
11 TAX PARCEL NO. 5182100020
1 1 ($
SDMH 48° RIM- 396.02
1 \ 24 CMP N =38929
U CMP SW= 39217
1 o OP RISER = 39350
s \i 1 I ' 1i ATE YJ89.5Q
- ss . •S66'O s 12- E'.a.1:- .03 1 i \
- _
SDMt)'S4 86M=397.30
48 /CME NNW 33@.90 ° \
IG E I I \ 40' CMP SE 384.90
V A 02" AUS S=385,10 A
STA. 22 +31.39 1 -► I
INSTALL: IE 48' CMP W 684.53 .l
w r . N TAX PARCEL NO. 5 82 00 16 8'F I \ '1 NOTES'
1-16 "x13" TEE (MJxFL)
1 -6" GATE VALVE (FLXMJ) lio - - - 1 1. CONTRACTOR TO FIELD LOCATE ALL EXISTING �.
1 ^'> 1 WATER METERS SERVING THE EXISTING BUILDINGS
29 LF 6" 01 EXTENSION AOWER POI.?
1 -FH ASSY. PER CITY x H 1 ' _ \ ° AND REMOVE, CAP, AND USE FOR NEW SERVICE `
t
i
OF RENTON 24 access EASE T REC. Nos, _ I PER CITY OF RENTON STANDARDS.
8609230401 & 10261102 Q
- _S66'03']2 °E. 1 ,I 2. CONTRACTOR TO FIELD VERIFY THE EXISTING SIDE Cam'
II SEWER PIPE MATERIAL FOR. THE USE OF THE V
WAS 9 I ( ____ __ _-- .___ -___ '_ ___ ___ __ ______ _ _ _{ - - -_ \\ I NEW BUILDING AND REPLACE IF OTHER THAN PVC. \.
{8YIT I RIM- 401)9- 'i r U I �i • � I - --" - -- - - -- - - - -= -- --- ---- - - - --- -y. A wT/aXPARCEL NO. 5182 10007 0 --- J 3. DURING THE DEMOLITION .PHASE Of. HE ING SIDE 24661 n Lora,.- 401,49 ill i 1 CAPEAT ET HE TPROPERNN NEOFOR THE OSIE BYRE ,
' STANDARD. F IF
IT IT MEETS THE
S DETERMINED THAT THE
HE CITY: o
ee w /ONAL E� 1 , M8 I CB ttPE 1 RIM 401.49 ./ ; 1 - '- -_ -__- _ -_._ ' EXISTING SIDE SEWER CANNOT BE USED. FOR THE
�tl Pe I RIM- -4U4u8 i .*" $ I 10' US ELECTRIC 1L CMP L Setl.'S / I It j NEW BUILDING, A NEW SIDE SEWER SHALL BE
tl CONC ,-401)8 f IL ';M4 V 3n8 I,i
m a N 1 ESMT. RED N0. I ( ,. ,. CONSTRUCTED AS SHOWN. CONTRACTOR .SHALL
u Il CONC N =400A5 1 T.1 l VC SW 398.79 \
I) a 6411760567 / u OB :YPE 48 ROUNOtu0= 396.87 NOTIFY. ENGINEER WITH THE FINDINGS OF HE
IL
CONIC s =90OA5 I! \ EXISTING SIDE SEWER LOCATION AND ELEVATION
x x x >
_ _ _ S88'03'i2 E 160.03° r z 31scv f
GO Z o I ,i - I - - _ _ r I2" .IIS Ve 9-= 38887 _ - - -� FOR THE FEASIBILITY OF IT'S USE;
> (n ) , r OP 21SER 395.51
:D a I) ' CD T :IM= 403.12 11
i IRENCH DRAIN RIM 4..40 I s 3 36 CMP S-389.51
\
m O Z L__ I 1 2 AC 39JC',
N g N -- - _ p. _ �} L 12 ADS W 389 12
µ CL CHANNEL ILa09 -- L Cllr N�-397.0. �1 `
90'10M G .UC..U3E =38ifi8 \
b W¢ I i 1 1 �I 3' 'VC W <403 U5 ! en
o X I'- 1 1 ,` 4 P1(. 5- 398.03 0
EX. BLDG.
\
O Z N g w d" P 41M 5 1 i 1 E.X. BLDG.
U W A PVC N=395'11 . - I �)
z o Q r3 N N p e PVC S= 395.18 ��I I TO REMAIN''z \
N00 �� G1 w
p w 00 _
I.., u. m N 00 >
Z 11
O z tD. N N
w _
WN N Z N N -� CG SSMH RIM= 405.4'1
z o - C0 W d. d' ? p 8 V( N =395 42 I,,
H
aw o W Y �v Urn 8 PVC i= 395.49 . ,. Iq
Z tr G. 8 PVC f1= 395.80 ' XA S68'18 $7 "E �- ...�..��. ,_._,_•�.� •,.L_ _- \ ,. ..
9 w w
i o G$' 0- �N 0 ON 1 1r :�=.=e.�E,�,,,r .._,. ".. _••,: �.��.. �_a:�,. - -�.,_ _ r
¢ w % 7 Sbd S; i Wy It s / .. -- ' _ \ °U ;YPE 2 48 ROUND UUJ 698.46 _
o JCi J 4A' + 11 UL 4UL7� `- - i6° CMP M -39026 flECOA�FOR APPflQVAL.
1 I. �� I }
CB 4x4 RAZE. 4 3.21 1 M 9fi6 2' CMP W =392.36
y a m 0 ,flflfll 6' PVC L6UW tUr 403,0). 1 N .96.95 \ Z
r� a Z t H IF L60W=401.81 3 t 12" CMP NW =392.16 �. m.
M N W r 'C NL =:9 &25 By: Date:
BOTTOM SII2Ul.TUV, = 401.01
¢ �_ 6Y: Date: 0
It
o m m Z �� 0 GG�y BY, Data W
I �\ WATER AND SAN. SEWER SHEET C5 m
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STA. 12 +59.62
• -,a EX. FIRE HYDRANT TO PIV ( I(
BE REMOVED AND
�.
REPLACED WITH: ' L
v 75 LF 6 DI EXTENSION
5' MIN. iv. 2 45 VERTICAL BENDS ''I \ l 36' ADS N- 363.5
WATER ` " ° pqM 1 -fH ASSY PER `' i1 75 SANITARY ,ranlmnc wAER
EASEMENT Vipj C.O.R. STDS :' \ 1 SEWER EASEM6IN
^IN CONC. BLOCKING 11 11 111 REC. N0,
TAX PARCEL N0, 1 1, 1} 84707239007 -Skl sNC 9 'OP
77 °J 5182100009 ' ( 31 SPRINKLER DOM WITH
\1 INTERNAL. D OVA PER 0.0 .R�
t EL J J8 11 STD. DETAIL�R117
b
_ i 1111\ 1
1 STORM DRAINAGE
- _ -EASEMENT REC.
N0. 8470723900
11 TAX PARCEL NO. 5182100020
1 1 ($
SDMH 48° RIM- 396.02
1 \ 24 CMP N =38929
U CMP SW= 39217
1 o OP RISER = 39350
s \i 1 I ' 1i ATE YJ89.5Q
- ss . •S66'O s 12- E'.a.1:- .03 1 i \
- _
SDMt)'S4 86M=397.30
48 /CME NNW 33@.90 ° \
IG E I I \ 40' CMP SE 384.90
V A 02" AUS S=385,10 A
STA. 22 +31.39 1 -► I
INSTALL: IE 48' CMP W 684.53 .l
w r . N TAX PARCEL NO. 5 82 00 16 8'F I \ '1 NOTES'
1-16 "x13" TEE (MJxFL)
1 -6" GATE VALVE (FLXMJ) lio - - - 1 1. CONTRACTOR TO FIELD LOCATE ALL EXISTING �.
1 ^'> 1 WATER METERS SERVING THE EXISTING BUILDINGS
29 LF 6" 01 EXTENSION AOWER POI.?
1 -FH ASSY. PER CITY x H 1 ' _ \ ° AND REMOVE, CAP, AND USE FOR NEW SERVICE `
t
i
OF RENTON 24 access EASE T REC. Nos, _ I PER CITY OF RENTON STANDARDS.
8609230401 & 10261102 Q
- _S66'03']2 °E. 1 ,I 2. CONTRACTOR TO FIELD VERIFY THE EXISTING SIDE Cam'
II SEWER PIPE MATERIAL FOR. THE USE OF THE V
WAS 9 I ( ____ __ _-- .___ -___ '_ ___ ___ __ ______ _ _ _{ - - -_ \\ I NEW BUILDING AND REPLACE IF OTHER THAN PVC. \.
{8YIT I RIM- 401)9- 'i r U I �i • � I - --" - -- - - -- - - - -= -- --- ---- - - - --- -y. A wT/aXPARCEL NO. 5182 10007 0 --- J 3. DURING THE DEMOLITION .PHASE Of. HE ING SIDE 24661 n Lora,.- 401,49 ill i 1 CAPEAT ET HE TPROPERNN NEOFOR THE OSIE BYRE ,
' STANDARD. F IF
IT IT MEETS THE
S DETERMINED THAT THE
HE CITY: o
ee w /ONAL E� 1 , M8 I CB ttPE 1 RIM 401.49 ./ ; 1 - '- -_ -__- _ -_._ ' EXISTING SIDE SEWER CANNOT BE USED. FOR THE
�tl Pe I RIM- -4U4u8 i .*" $ I 10' US ELECTRIC 1L CMP L Setl.'S / I It j NEW BUILDING, A NEW SIDE SEWER SHALL BE
tl CONC ,-401)8 f IL ';M4 V 3n8 I,i
m a N 1 ESMT. RED N0. I ( ,. ,. CONSTRUCTED AS SHOWN. CONTRACTOR .SHALL
u Il CONC N =400A5 1 T.1 l VC SW 398.79 \
I) a 6411760567 / u OB :YPE 48 ROUNOtu0= 396.87 NOTIFY. ENGINEER WITH THE FINDINGS OF HE
IL
CONIC s =90OA5 I! \ EXISTING SIDE SEWER LOCATION AND ELEVATION
x x x >
_ _ _ S88'03'i2 E 160.03° r z 31scv f
GO Z o I ,i - I - - _ _ r I2" .IIS Ve 9-= 38887 _ - - -� FOR THE FEASIBILITY OF IT'S USE;
> (n ) , r OP 21SER 395.51
:D a I) ' CD T :IM= 403.12 11
i IRENCH DRAIN RIM 4..40 I s 3 36 CMP S-389.51
\
m O Z L__ I 1 2 AC 39JC',
N g N -- - _ p. _ �} L 12 ADS W 389 12
µ CL CHANNEL ILa09 -- L Cllr N�-397.0. �1 `
90'10M G .UC..U3E =38ifi8 \
b W¢ I i 1 1 �I 3' 'VC W <403 U5 ! en
o X I'- 1 1 ,` 4 P1(. 5- 398.03 0
EX. BLDG.
\
O Z N g w d" P 41M 5 1 i 1 E.X. BLDG.
U W A PVC N=395'11 . - I �)
z o Q r3 N N p e PVC S= 395.18 ��I I TO REMAIN''z \
N00 �� G1 w
p w 00 _
I.., u. m N 00 >
Z 11
O z tD. N N
w _
WN N Z N N -� CG SSMH RIM= 405.4'1
z o - C0 W d. d' ? p 8 V( N =395 42 I,,
H
aw o W Y �v Urn 8 PVC i= 395.49 . ,. Iq
Z tr G. 8 PVC f1= 395.80 ' XA S68'18 $7 "E �- ...�..��. ,_._,_•�.� •,.L_ _- \ ,. ..
9 w w
i o G$' 0- �N 0 ON 1 1r :�=.=e.�E,�,,,r .._,. ".. _••,: �.��.. �_a:�,. - -�.,_ _ r
¢ w % 7 Sbd S; i Wy It s / .. -- ' _ \ °U ;YPE 2 48 ROUND UUJ 698.46 _
o JCi J 4A' + 11 UL 4UL7� `- - i6° CMP M -39026 flECOA�FOR APPflQVAL.
1 I. �� I }
CB 4x4 RAZE. 4 3.21 1 M 9fi6 2' CMP W =392.36
y a m 0 ,flflfll 6' PVC L6UW tUr 403,0). 1 N .96.95 \ Z
r� a Z t H IF L60W=401.81 3 t 12" CMP NW =392.16 �. m.
M N W r 'C NL =:9 &25 By: Date:
BOTTOM SII2Ul.TUV, = 401.01
¢ �_ 6Y: Date: 0
It
o m m Z �� 0 GG�y BY, Data W
I �\ WATER AND SAN. SEWER SHEET C5 m
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