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GRID NORTH;. CITY OF RENTON SURVEY. CONTROL NETWORK.(NAD : 1883 /1991):
i BASIS OF BEARING
EXISTING HYDRANT NOTE: FILL AND COMPACT ROADWAY S.ECTI:ON. FIRE CONNECTION ENLARGEMENT BASED UPON THE WEST LINE OF THE SOUTHWEST QUARTER: OF SECTION 10, T 23 N. R 5 E, W.N.; •��.+}A, C:yy`
[ W/ STORTZ FITTING BEARINGNo025'15 "W. •Da;• %S W
TO FINISH GRADE PRIOR TO EXCAVATION FOR �'r•
THE WATERMAIN' INSTALLATION CITY OF RENTON SURVEY CONTROL NETWORK. POINT NO. 1503 AND PROJECT CONTROL BASELINE UNION. CITY OF RENTON
:RECORD COORDINATES IN FEET: N 181067.882514, E 1311396.675102.
CITY OF RENTON SURVEY CONTR0. NETWORK POINT NO. 1846 AND PROJECT CONTROL BASEUNE. CITY OF RENTON
r` 1 " COORDINATES IN FEET: N 183691.450202, E 1311371.410048.
/} F q t DATE OF FIELD SURVEY,
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% .REFERENCES:: W y
KING COUNTY 10. ASSESSORS NAPS W.M. p
SECTION 10. T:.. 23 N., R. 5 E., .N
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6" SIDE SEWER TYP. 7 PLACES
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.�a J 3 4' WATER S° ER`✓li:[`L- 1cd�.'I..F,X#.�;:.;f .F..,._, f, / % / MINIMUM 2% GRADE prr of RENTON, SHORT PLAT NUMBER o54-83: _.
INSTALL UNDER SEPARAT= :PERMIT (UNDER SEPARATE PERMIT W/ CITY) !� ITJ059005 U:
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PICAL 7 LOCATIONS , 5 FIELD EQUIPMENT:
(�I,vIETERS TO BE DROPPED -IN / Pis v §.f2
GECDIMETER: 610, 3 SECOND DIRECT READING TOTAL STATION. �..4
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URVEY MEASUREMENT:STANDARDS'
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L I I FF'AIeY.a399.0 0
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1M., >
P LAN B101 FOUND MON'.IN CASEAT INTERSECTION U.,V m
` :I I 1 I I I :✓ l OF UNIG9! AVE. N.E. k:. N.C. 8TH v'v
vi I I I zs< STREET, 2" PUNCHED BRASSIE IN 5 "t
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DIAMETER CONC., O.1't DOWN. to:0 PER KCSC U'
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10 588'20'01 "E IF) N 10
2' FIR: LINE >, ': Oj 2611.35'(KCSC)(C) 11
2' FDG�'LINN� 142 LF, 4 ":01 WM _. — — — — — I..'. ''�1'3L•. 1n.� N 3.vUi
i5 E�d'(A'lti O.� N SRiTOJECT �.y m
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� / STREET• 5 "t DIAMETER CONE: W/ I /8" Z M
SEE ENLARGE MENT ABOVE
SW 1/4 OF SECTION 10, TOWNSHIP 23 N, RANGE 5 EAST, W.M.
COPPER PN, Ofi't DUMN. ,
PER KIM
7/5 9 10 N PER KCSC
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NOTE:
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WSITED /2005
588'03'00 "E 10
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EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE
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STA. 0 +18.7, S.LT (ACCESS ROAD) Y
STA. -0 +87.5, 8'LT
16 152585.73'(KCSC)(C) 15
ONLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
STA -7 +02.58, 19'RT (UNION AVE. NE)
CONNECT TO EX. 12" MAIN BY CITY
1- B X6" TEE .(MJXFL)
1_ 6 G.V, (FLXMJ)
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DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF
1 FIRE HYDRANTASSEMBLY
1- B "X4" REDUCER (MJXMJ)
1- CONCRETE BLOCK
ASSEMBLY;,.,
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1 - 8" GATE VALE (FLXMJ) :
ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING
1- 2" PERM. BLOWOFF
PER CITY DETAIL #8105
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1 CONCRETE BLOCK
CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL
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2" GATE VALVE
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MERIDIAN, �i2bv, N
GRID NORTH;. CITY OF RENTON SURVEY. CONTROL NETWORK.(NAD : 1883 /1991):
i BASIS OF BEARING
EXISTING HYDRANT NOTE: FILL AND COMPACT ROADWAY S.ECTI:ON. FIRE CONNECTION ENLARGEMENT BASED UPON THE WEST LINE OF THE SOUTHWEST QUARTER: OF SECTION 10, T 23 N. R 5 E, W.N.; •��.+}A, C:yy`
[ W/ STORTZ FITTING BEARINGNo025'15 "W. •Da;• %S W
TO FINISH GRADE PRIOR TO EXCAVATION FOR �'r•
THE WATERMAIN' INSTALLATION CITY OF RENTON SURVEY CONTROL NETWORK. POINT NO. 1503 AND PROJECT CONTROL BASELINE UNION. CITY OF RENTON
:RECORD COORDINATES IN FEET: N 181067.882514, E 1311396.675102.
CITY OF RENTON SURVEY CONTR0. NETWORK POINT NO. 1846 AND PROJECT CONTROL BASEUNE. CITY OF RENTON
r` 1 " COORDINATES IN FEET: N 183691.450202, E 1311371.410048.
/} F q t DATE OF FIELD SURVEY,
f
:JULY 11, 2005: Cl�
f 1 ppgq
% .REFERENCES:: W y
KING COUNTY 10. ASSESSORS NAPS W.M. p
SECTION 10. T:.. 23 N., R. 5 E., .N
.j ap/.f... -r, y I/
6" SIDE SEWER TYP. 7 PLACES
;r % U,
.�a J 3 4' WATER S° ER`✓li:[`L- 1cd�.'I..F,X#.�;:.;f .F..,._, f, / % / MINIMUM 2% GRADE prr of RENTON, SHORT PLAT NUMBER o54-83: _.
INSTALL UNDER SEPARAT= :PERMIT (UNDER SEPARATE PERMIT W/ CITY) !� ITJ059005 U:
=X .x }3 t I i. t t T I
PICAL 7 LOCATIONS , 5 FIELD EQUIPMENT:
(�I,vIETERS TO BE DROPPED -IN / Pis v §.f2
GECDIMETER: 610, 3 SECOND DIRECT READING TOTAL STATION. �..4
P----------- - --� -�
I
I I
I
pF'-- --- - - - --- --
I �
I
I i FF slev. =389.0
x,41.
p--------- - - - - --
I �
I I I
. I
1—
�
II Ilnl•�
LF, 8' DI WM ' , �
I +D(
.. CITY- UNDER- SEPARATIE.PERMIT). „:_....._ _
,71 I < /r. ✓.,>``...- - r >.., -... FEU).: TRAVERSE AND SIDE SNOT MEASUREMENT PROCEDURES EMPLOYED. i
zs.,a 1
URVEY MEASUREMENT:STANDARDS'
S
FINAL PRECISION, RESULTS OBTAINED FROM FIELD TRAVERSE. PROCEDURES FOR THIS SURVEY MEET OF EXCEED STANDARDS w r
• `� i < • . CONTAINED ON W.A.C. 332- 130 -090. m
J.!
0 0' I - c
C4 i IpV ^Oj' i Pi 1 � '},,! L..G...,C .wr.._ 3
10 CALCULATED
PER KCSC
, /
L I I FF'AIeY.a399.0 0
I I I ary of RENroN CONTROL N0
1M., >
P LAN B101 FOUND MON'.IN CASEAT INTERSECTION U.,V m
` :I I 1 I I I :✓ l OF UNIG9! AVE. N.E. k:. N.C. 8TH v'v
vi I I I zs< STREET, 2" PUNCHED BRASSIE IN 5 "t
'/ /` CALCULATED
DIAMETER CONC., O.1't DOWN. to:0 PER KCSC U'
_ - V19TED.7 /5/2005
- - - -- __ - -_�'.i W
10 588'20'01 "E IF) N 10
2' FIR: LINE >, ': Oj 2611.35'(KCSC)(C) 11
2' FDG�'LINN� 142 LF, 4 ":01 WM _. — — — — — I..'. ''�1'3L•. 1n.� N 3.vUi
i5 E�d'(A'lti O.� N SRiTOJECT �.y m
f �'' 2 C,. "; CIN 6 RENTON CONTROLNQ 1503 O N 0 ' U Wu
,,,,{{ 2 +00 J / /.�: �'-"-° �`. /' FOUND Mp1.IN CASE AT WTERSECTKIN Z.. 1No -I'1 v,
FIc wYY 1�1 ..::. , .r : < Z r r _ rr I /j C OF UNION AVE. N.E. t NJE. 4TH N 00
� / STREET• 5 "t DIAMETER CONE: W/ I /8" Z M
SEE ENLARGE MENT ABOVE
MAINTAIN 10' SEPARATION W/ STORM r t
COPPER PN, Ofi't DUMN. ,
PER KIM
7/5 9 10 N PER KCSC
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WSITED /2005
588'03'00 "E 10
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STA. 0 +18.7, S.LT (ACCESS ROAD) Y
STA. -0 +87.5, 8'LT
16 152585.73'(KCSC)(C) 15
STA -7 +02.58, 19'RT (UNION AVE. NE)
CONNECT TO EX. 12" MAIN BY CITY
1- B X6" TEE .(MJXFL)
1_ 6 G.V, (FLXMJ)
- STA. 2 +30, 8'LT
'i -4" CAP,(MJ)
SECTION BREAKDOWN �w k
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I APPROVED 'WET TAP" CONTRACTOR
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1 FIRE HYDRANTASSEMBLY
1- B "X4" REDUCER (MJXMJ)
1- CONCRETE BLOCK
ASSEMBLY;,.,
SCALE: 1" :.1 /4 MILE WE ��„� �- � x
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1 - 8" GATE VALE (FLXMJ) :
1- 4" G.V. (MJXMJ)
CONCRETE BLOCKING
1- 2" PERM. BLOWOFF
PER CITY DETAIL #8105
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1 CONCRETE BLOCK
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EXISTING HYDRANT
W/ STORTZ FITTING
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