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AF #7811039013
PORTION SE 1/4 of NW 1/49 S. 32, T. 24 N, R-5 E. W.M.
o N88.43'45 "W310.61
00.6
50.00' 60.00
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RENTON LUA --96 -053 -SHP
AF #9610169002
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LND-20-0377
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v STOR TZ ADAP TAR, 4' SEA TILE THREAD x 5' ""' ~ -' F " PVC IV- I I =
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IN V EL =151.01- 8" SEWER CONC. PIPE, S =15.85r NEW SSMH S= I J. 30f' mr, 41• Zr RIM= 200.30 " CITY OF REN TON MON #'266
CITY OF RENT-ON TON MON #1886
RIM= 186-24 M ic—m - 8- W S 114 CORNER SEC 32-24-5 LEGAL DESCRIPTION
SW CORNER SEC 32-24-5 fm 4 - 8 - W, EX FOUND 1 8 " COPPER PIN IN '
FOUND NAIL IN CONCRETE IN �' ��"y -8 " -E, NEW EX FH -- VERIFY AND OR INSTALL 4" PUMPER � THE WEST HALF OF TRACT 93, HILLMANS LAKE
EXIST SEWER INFORMA T/ON CONCRETE /N CASE 1 04 WASHINGTON GARDEN OF EDEN ADDITION TO THE
CASE(1 104) CTION aTY OF SEA m-E THREADS WI TH A INTER JONES A VE NE do NE 28th ST
FROM C. O.R. PLANS S -142, CUT AND REMOVE EX CLEAN -OUT. CONSTRUCT EX FH ADAPTOR, 4' SEATTLE THREAD x 5" CITY OF SEATTLE, DIGS /ON NO. 2, ACCORDING TO
AND S -2040. NEW SS MANHOLE do 114 LF NEW PVC SEWER STOIRTZ, ATTACHED WTH 1/8' STAINLESS STEEL THE PL T THEREOF, RECORDED IN VOLUME 11 OF
-- _ _ MA WITH PAVEMENT RESTORA 1TON. CABLE. PLATS PAGE 64, IN KING COUNTY, WASHINGTON.
S 89'03'54" E 2633.61' (COR) 2 633.96' (m) - _ -
PRORLE AT CONS7RUC1100V
CENTERL
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AF #7811039013
PORTION SE 1/4 of NW 1/49 S. 32, T. 24 N, R-5 E. W.M.
o N88.43'45 "W310.61
00.6
50.00' 60.00
N
PARCEL A
RENTON LUA --96 -053 -SHP
AF #9610169002
q�
LUA-04-066—
LND-20-0377
i/ _ N. _40nH sr
z
N 38774 ST 'Q
SHPL
>n
14.
• DECK ' c ul
'8.00'
XSSSVC I ► 49 p �� z ITF w w
o
LOT 1 „lu I _ p zt
o i I I � tK .�� N. 36TH ST k N 36 TH ST
It 1�,� 6
_
EX o ,` ^+ in I Q_ v z
•� .: -.. I
HOUSE
I .� � la I i
Q1 1, 359 sq. ft. �; LoT 2 '� ' DoT 3 N. 34TH ST I `t
�
1310 N. 3 TH ST. I MIN =191• Fo I MIN FT= 198.00 V1C /Nl T Y MAP
� M I I 1N I
EX FH - VERIFY AND OR INSTALL 4 PUMPER I w
CONNECTION aTY OF SEA TILE THREAD W1 TH A I I�
v STOR TZ ADAP TAR, 4' SEA TILE THREAD x 5' ""' ~ -' F " PVC IV- I I =
34L 6 C SVC. Ip I INSTALL NEW WM Z 0
o STOR 17, ATTACHED WITH 118" STAINLESS S1EEL • r:' ' ! ' ` S =2Y: MIN V TAP PER I I
CABLE. - _ - -- ->~ - - - iv) L _Ey.�, -S1D'S - - A w
C� IE ��T.J / -6 — `
34LF 6'0 PVC SV .
y zl�_`,_ IN V EL =163. 10'- 12
a S =2% MIN » > •
fo
lE =
20
O
200.80 _ �S►/ 71 N 1'44'00' E (�
50.00' EX W�u 60.00 S.67 I
P w �� _ 330.81 ----I _ /
� 3 +,t70 ' ' PA NNG REPAIR do � ; '—� 4+ 00 cf'
CONSTRUCTION CENTERLINE N 36th STIR E T � ; ; 1 4 +88.27
• _ — S 88 5109 E 1 1 RES roRA n01V '
-- ONSTRUCTION CENTERLINE
SS— � 1
EP
EP SS 1- - - 1 , EP
N EX SS MH -11
- - PER S -179
co
YEX 95 -5. RT
SSMH + 7- 2 7'RT - 7- 6.28R T
EL =164.89' EXIST. 175' -8" SANITARY EX SS CO 114LF 8" PVC PIPE SS CLEAN- UT
IN V EL =151.01- 8" SEWER CONC. PIPE, S =15.85r NEW SSMH S= I J. 30f' mr, 41• Zr RIM= 200.30 " CITY OF REN TON MON #'266
CITY OF RENT-ON TON MON #1886
RIM= 186-24 M ic—m - 8- W S 114 CORNER SEC 32-24-5 LEGAL DESCRIPTION
SW CORNER SEC 32-24-5 fm 4 - 8 - W, EX FOUND 1 8 " COPPER PIN IN '
FOUND NAIL IN CONCRETE IN �' ��"y -8 " -E, NEW EX FH -- VERIFY AND OR INSTALL 4" PUMPER � THE WEST HALF OF TRACT 93, HILLMANS LAKE
EXIST SEWER INFORMA T/ON CONCRETE /N CASE 1 04 WASHINGTON GARDEN OF EDEN ADDITION TO THE
CASE(1 104) CTION aTY OF SEA m-E THREADS WI TH A INTER JONES A VE NE do NE 28th ST
FROM C. O.R. PLANS S -142, CUT AND REMOVE EX CLEAN -OUT. CONSTRUCT EX FH ADAPTOR, 4' SEATTLE THREAD x 5" CITY OF SEATTLE, DIGS /ON NO. 2, ACCORDING TO
AND S -2040. NEW SS MANHOLE do 114 LF NEW PVC SEWER STOIRTZ, ATTACHED WTH 1/8' STAINLESS STEEL THE PL T THEREOF, RECORDED IN VOLUME 11 OF
-- _ _ MA WITH PAVEMENT RESTORA 1TON. CABLE. PLATS PAGE 64, IN KING COUNTY, WASHINGTON.
S 89'03'54" E 2633.61' (COR) 2 633.96' (m) - _ -
PRORLE AT CONS7RUC1100V
CENTERL
180
2 +72.7- 7'RT
EX SS CO
NEW SSMH
RIM= 186-24
/ofIovS• ft E0-76 -7# -8= W, EX
at •0' /E!-1 _ri�9- -- 8!-E, NEW
160
)A TUM E'LEV
150.00
EXIST. 175-80 SANITARY
CONC. PIPE, S =15.85X
r
l 200
-3+-3+-7 6 SW
�- TEE *� 493 74
f —.
X. 7 6 ' SVC 3 +87- 6.28RT
3+ LEAN -OUT
TEE lE= f$6.� /Ji�l y R /M= 2A0 30
14LF 8' PVC PIPE /E = /fil ?S _ _8•_W
. 301C
CUT AND REMOVE EX CLEAN -OUT. CONSTRUCT
NEW SS MANHaE & 114 LF NEW PVC SEWER
MAIN Wl TH PA VEMENT RESTORA TION.
SCALE ��
1'=20' HOIRZ.
1 " =10' WRT.
"Qj
9 1 $*V**#* a is 4FIM voilip
« •
2 +00
N 36th STREET
FtOLL z:oa
3 +00 4 +00
F 11
025
180
BASIS OF BEARING: N 38th STREET (S88'43'29 "E)
BENCHMARK: REN TON MON I341
TOP STEEL PIN IN CONCRETE IN CASE
INTERSECTION OF N 30th STREET do
PARK A VE N
ELEVA T701V = 201.26' (61.343m)
Nos s -3 ?I303
1. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CO VSTRUC710N
2. ALL TRENCH RESTORA 7101V SHALL BE TO THE
CURREN T Cl TY OF REN TON TRENCH RESTORA 710N
AND STREET OVERLAY DETAILS AND
REQUIREMEN TS.
"AS —BOIL T" NO TE.
160 "AS -BU /L T" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMA T10V SUPPLIED
BY CON TRACTOR.
EXPOW a, u, os
/d I t
•
I
RECOMMENDED
FOR APPROVAL
BY DATE Y_- Z5L6,6
B ,OA �.� •e..�- DATE i -m - o y
B Y e#-- llumww6. DATE UIMI&
BY DATE
BY DATE
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85101SIT.= - smvsm
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F
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9 1 $*V**#* a is 4FIM voilip
« •
2 +00
N 36th STREET
FtOLL z:oa
3 +00 4 +00
F 11
025
180
BASIS OF BEARING: N 38th STREET (S88'43'29 "E)
BENCHMARK: REN TON MON I341
TOP STEEL PIN IN CONCRETE IN CASE
INTERSECTION OF N 30th STREET do
PARK A VE N
ELEVA T701V = 201.26' (61.343m)
Nos s -3 ?I303
1. IT SHALL BE THE CONTRACTORS
RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CO VSTRUC710N
2. ALL TRENCH RESTORA 7101V SHALL BE TO THE
CURREN T Cl TY OF REN TON TRENCH RESTORA 710N
AND STREET OVERLAY DETAILS AND
REQUIREMEN TS.
"AS —BOIL T" NO TE.
160 "AS -BU /L T" IS BASED ON A ACTUAL FIELD SURVEY
BY TOUMA ENGINEERS AND INFORMA T10V SUPPLIED
BY CON TRACTOR.
EXPOW a, u, os
/d I t
•
I
RECOMMENDED
FOR APPROVAL
BY DATE Y_- Z5L6,6
B ,OA �.� •e..�- DATE i -m - o y
B Y e#-- llumww6. DATE UIMI&
BY DATE
BY DATE
`: cANMEO M Av 2 2 2"'r
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