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PORTION OF THE S.E. 114, S.E. 1/4, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
)LE I
AS BUILT INFORMATION ADDED
SIGNAL
=HOLE BY Cam_ BY GEODIMENSIONS INC.
-_- _— \ _ a
St NAL
404 - % -� - — _ 02 - -- 14AN HOLE 1 _
CATCH BASIN
\ ' 1
- - -_ 4 2 20 I "D(\ �. RIM= 398.76
n
\ -\\\ 4
CL-5-0 \�� NV= 396.24 (12E)
TRACT a 1
(DETENTION 1 1;+ REMOVE & REPLACE
_I i 8 " ss '1 ROCKERY AS NECESSARY.
\�1 1
PER CITY CUT &RPATCH
\\ 11 05 7.73'TQSROW t'
U - - BLVD S. 12 REMOVE & REPLACE CURB &
GUTTER PER CITY STANDARDS
ssreae .H �
408 & n . 5 +23.86 ST.A 165.02R
RIM ELEV = 409:82- 404. 's" I
\I 41$ oo J/ ii ,! I.E. PVC (in)_W 4422 1 I / SUNSET BLVD S. ROW LINE
- I
I.E. . 8 "PVC �In) S = 39.761 I ALL WORK WITHIN OLYMPIC
8 "PVC Out N 396 6 1 II
I.E. ) T � - PIPELINE EASEMENT TO BE
DONE UNDER THE DIRECT
\ ! \ 1 II 1 11 I X I SUPERVISION OF AN OLYMPIC
_ 416 - — - - - - I 1 w PIPELINE INSPECTOR
\ I j2 1 tl= / C I a \ I \ I SEE SHEET C28 FOR GENERAL
\ ! 4;06.421 I / 1 j, / i I I I \ \ 1 CONSTRUCTION & ROW
PAD =413.5 1 (WOODBRIERE) I \ \ `! REQIREMENTS FOR WORK
PARCEL #951099TR -A \ \ \ 1 I WITHIN THE OLYMPIC PIPELINE
BLA# 20031024001725 EASEMENT
-- 1412 F - -1 -1 / l%liL E$MT 1 \ \ \\ \ �j .
-------- ------------ - - -1 -- r 1 NY \ \ \yl, tu r_ F
Il \ I 18 (i ( T N`_ V / \ \ \\ \\ I I /2 PLUG AS DAM
420 - - - - -- _ "IFI WFR 1 I \� Q I I I TEE OF APPR
I - \'--= >422 -_ 1 wVl -R . 1 i CT B
\ r 11 ---- - - - - -- A
SPACE)
416 I1 \
PAD=424:0_ I \ 10 _ 1 �- - _ _ �-, 11 \�:I w
5 `
�qp= 423.,"' 1 1 1 I SEE NOTE
+*
425.0 ao ,... _ . _ . REDMOND AVE NE...........�s
E' PVC SDR35 SS
CALPICO PX SPACER
OR EOUAL(3 TOTAL,
2 NEAR ENDS, 1 AT
MIDDLE)
EX. SLOPE TD REMAIN C 12' D.I. CL50 J
CASING PIPE
CASING SECTION
REINSTALL EX.
ROCKERY
T
2'M 4' HIGH B �
MIN.
12
FREE.
BMIN,
• ' -
FIRM.
UNDISTURBED SOIL
•:. WOE LAYER OF 2 " -4°
WOE
D1
QUARRY SPALLS
r
fzi] y
ADJUSTED TO ROCKERY
3'
MIN.
N B" PLR; SS
20' 12' D.I. FIFE CL50 CASING
CALPICO PX SPACER OR EQUAL (3
OTAL, 2 NEAR ENDS,1 AT MIDDLE)
CA9�I0 UNDER R=RRY
NOT TO SCALE
42
41
41
40
40
39
39
38
00 4 +20 4+40 4 +60 4+80 5+00 5 +20 5+40 5 +60 5+80 6 +00 6+20 6 +40
! TRACT A
i 12
�'
19!8:
i 7
16 15
i 4
Ell
i
UnL
ESUr. i3 2...1 _Z
KEY MAP
SCALE : 1" = 100'
S17F
- "REUNER" BRAND STAINLESS
STEEL ADJUSTABLE CLAMPING
BRACKETS OR APPROVED EQUAL
90' BEND
3/4 THE DIAMETER OF
THE 00P.NNSTREAM PIPE
NOTED:
L IWeUPOPS ARE ONLY It, BE USZO UPON APPROVAL BY NE
srEAArER Unurr?ESTOR
2. ALL PIPES MO FNII SHALL BE SIVILAR 9a ARD MATEAQAL
F PIT'IY Me1NU.E _
). L494NA SRE VA!:H.NE FOR WME DROP CONNECTION SNAIL BE
5a' NAVERBY
4. C:WPEONONB M MANHOLE SHAW BE 4AOE USING GPH ADAPTOR.
M- .N -'EAL OWTS YN XPPFOQZU EQUAL
5. YMHO A W' OWEVP MANNOE THE VA QUrn ALLORABLE DI&PEMR
cuu[TEViVOF urnP PIPRNAA IS rE'. Irl E rz OmeR BY I'D rC R' Hr
ARLIT( ANY MAY RECYIRE A t RCEa OPVETER MAPHQ @. ASiCr Al 9
-F RER- TRY'. PTN'.Z 9 sT6L LmMSr +r1E cuMRNC aNVUER
QR ISNOVEU EOJAL 4LL BE INSTALLED WOMAN 5 OF
DOM BELL 5VO SPIGOT r," OF DOOR CIO''."
IF MQP ERE LETHIN MIEW1 s 11 TRV 11TCR 11APS
_H =u BE hsiulEO MOTH n.1.1QN. mA1VO UP Y FEET
ON YFNRFR BRACKETS 5HPLL SE PTTACHED UPUZING STAIN E55
DREE L pP<NSNN BQF. LRV. 1 EACH AT CONNE '..W. PgNG.
INSIDE DROP MANHOLE SSMH *6
NOT TO SCALE
VER77CAL DATUM
VERTICAL DATUM: CITY OF RENTON (NAVD88)
BENCHMARK
ai
a 1!
SITE BENCH MARK:
A 1 -112" FLAT BRASS DISC WITH A PUNCH MARK ON A 4"
X 4" CONCRETE POST MONUMENT DOWN 0.6' IN A
MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF
NE 12TH STREET AND UNION AVENUE NE S=337209 (CITY OF RENTON j/159)
ELEV.= 415.95'
BASIS OF BEARING
BASIS OF BEARINGS IS PLAT OF HIGHPOINTE
DIVISION 11 (A.K.A. GREENFIELD 11), VOL. 216 PG. CALL 48 HOURS
30 SITE AREA = 98082.67 S.F. OR 2.25
ACRES + /- BEFORE YOU DIG
6337204- 1- 800 - 424 -5555
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
Date BY:
Date BY:
0) ODD
FREE.
BMIN,
• ' -
-5X FIND
8L
. o;:,. c 5X FINES) MIN. e'
r' tO- • :� .�::
•:. WOE LAYER OF 2 " -4°
WOE
D1
QUARRY SPALLS
r
fzi] y
ADJUSTED TO ROCKERY
p 3
Jr
N'
0
0
T
'' • °'
° STABLE CUT FACE IN
NATIVE MATERIAL (SEE
.: ...... .`
NOTE 7).
V (OR LESS) DIAMETER WASHED
GRAVEL; MIN. S' COVER OVER
"€'AE•
)t {
PIPE, MIN. 2' GRAVEL UNDER
4
•.F�L�
PIPE.
I<Li�l
EX. FOOTING DRAIN TD REMAIN
RUBBER BOOT AT THE END OF
t�on
�J
SING TRENTON SEAL -WRAP.
OR EQUAL
N B" PLR; SS
20' 12' D.I. FIFE CL50 CASING
CALPICO PX SPACER OR EQUAL (3
OTAL, 2 NEAR ENDS,1 AT MIDDLE)
CA9�I0 UNDER R=RRY
NOT TO SCALE
42
41
41
40
40
39
39
38
00 4 +20 4+40 4 +60 4+80 5+00 5 +20 5+40 5 +60 5+80 6 +00 6+20 6 +40
! TRACT A
i 12
�'
19!8:
i 7
16 15
i 4
Ell
i
UnL
ESUr. i3 2...1 _Z
KEY MAP
SCALE : 1" = 100'
S17F
- "REUNER" BRAND STAINLESS
STEEL ADJUSTABLE CLAMPING
BRACKETS OR APPROVED EQUAL
90' BEND
3/4 THE DIAMETER OF
THE 00P.NNSTREAM PIPE
NOTED:
L IWeUPOPS ARE ONLY It, BE USZO UPON APPROVAL BY NE
srEAArER Unurr?ESTOR
2. ALL PIPES MO FNII SHALL BE SIVILAR 9a ARD MATEAQAL
F PIT'IY Me1NU.E _
). L494NA SRE VA!:H.NE FOR WME DROP CONNECTION SNAIL BE
5a' NAVERBY
4. C:WPEONONB M MANHOLE SHAW BE 4AOE USING GPH ADAPTOR.
M- .N -'EAL OWTS YN XPPFOQZU EQUAL
5. YMHO A W' OWEVP MANNOE THE VA QUrn ALLORABLE DI&PEMR
cuu[TEViVOF urnP PIPRNAA IS rE'. Irl E rz OmeR BY I'D rC R' Hr
ARLIT( ANY MAY RECYIRE A t RCEa OPVETER MAPHQ @. ASiCr Al 9
-F RER- TRY'. PTN'.Z 9 sT6L LmMSr +r1E cuMRNC aNVUER
QR ISNOVEU EOJAL 4LL BE INSTALLED WOMAN 5 OF
DOM BELL 5VO SPIGOT r," OF DOOR CIO''."
IF MQP ERE LETHIN MIEW1 s 11 TRV 11TCR 11APS
_H =u BE hsiulEO MOTH n.1.1QN. mA1VO UP Y FEET
ON YFNRFR BRACKETS 5HPLL SE PTTACHED UPUZING STAIN E55
DREE L pP<NSNN BQF. LRV. 1 EACH AT CONNE '..W. PgNG.
INSIDE DROP MANHOLE SSMH *6
NOT TO SCALE
VER77CAL DATUM
VERTICAL DATUM: CITY OF RENTON (NAVD88)
BENCHMARK
ai
a 1!
SITE BENCH MARK:
A 1 -112" FLAT BRASS DISC WITH A PUNCH MARK ON A 4"
X 4" CONCRETE POST MONUMENT DOWN 0.6' IN A
MONUMENT CASE AT THE CONSTRUCTED INTERSECTION OF
NE 12TH STREET AND UNION AVENUE NE S=337209 (CITY OF RENTON j/159)
ELEV.= 415.95'
BASIS OF BEARING
BASIS OF BEARINGS IS PLAT OF HIGHPOINTE
DIVISION 11 (A.K.A. GREENFIELD 11), VOL. 216 PG. CALL 48 HOURS
30 SITE AREA = 98082.67 S.F. OR 2.25
ACRES + /- BEFORE YOU DIG
6337204- 1- 800 - 424 -5555
CHECKED FOR COMPLIANCE RECOMMENDED
TO CITY STANDARDS FOR APPROVAL
Date BY:
Date BY:
0) ODD
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rPROJECT NO.: 12007
DRAWN BY: VK/SM
ISSUE DATE: 12/05/06 I
SHEET REV.: 0711912012
06085SW03- C19A.DWG `
C19A
SHEET 20 OF 29
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