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EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
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CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
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STATIONING DATA
EX. _6 SEE PR E
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STATION. (FT) NORTHING (m) EASTING (m)
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0 +00 57989.08 396942.02 EX CB, CENTER OF GRATE
0 57992.37 396941.43 B
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EASEMENT -BELLA VISTA \ `F¢ �� \
"STORM \ `�x
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0 +00 57992.42 396886.63 START B -LINE
NOW OWNED BY CITY �' \ �.
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1 +79.78 57992.42 396941.43 JUNCTION LINE A
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REF PT 57995.78 396885.55 TEMP STAKE - 3'EAST OF CURB
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REF PT 58001.31 396876.04 EX CB NW OF 0 +00, CENTS
REF PT 57984 09 396885 45 WV SW OF 0 ENTER R GRATE
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GENERAL NOTES:
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ABA D ED W RMAIN `
` APEX END r
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�S BUILT'NOTE F /
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\`� ABOVE GROUND
PIPE 12 "�W
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A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES.
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p ic\ 6 "FR `1T� TRIPE
n v SLIP JOINT I
1 1 // i \ is I iv
o 1 PIPE BENS > '�' , 1 ( '^°''' �`
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B. NEW TYPE II CATCH BASINS SHALL HAVE ROUND LOCKING
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12" TO 18" 61'cw
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LIDS UNLESS NOTED OTHERWISE.
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C. NEW TYPE I CATCHBASINS SHALL HAVE LOCKING FRAME
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I Pro ert Line
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1--- - -I - -- i -- '' i > °\ o,- I
r 'so 10" W )> ` i '
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AND GRATE PER DETAIL BR -18 UNLESS NOTED OTHERWISE.
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B -LIME `
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-_ - - -_
- - - - --
D. CONSTRUCTION EQPMT AND MATERIAL SHALL STAY WITHIN THE
WORK AREA LIMITS.
1
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Pp x. + BA D CLAMPS- 1 I
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EASEMENT -BELLA VISTA
` SEE NOTE A
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- -- �-- -
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e / r `� "SD
Property Line_
E. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING
20 \`
\°
12
FILTER FABRIC PROTECTION FOR CATCHBASINS, FILTER FABRIC
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PIPE A CHOR
\ HANCE 35' ELBOW 1!1 k r- -:r - - -
- - -
A CHOR 1 \ r `
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FENCE DOWNHILL OF CLEARED AREA, AND STRAW MULCH.
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APPX START 1 V �' z x m
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ABOV GROUND PIPLaO \ o'^
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DRAWING NOTES:
(1
/
/ TREE A B OKEN
TOP CUT FF BY
B DEC 20 7 STORMS, P o �'\ Z Tit II
B LLA VIST 5 m 1 '\� r ° °
O
O CORE DRILL CB FOR NEW SD
'O TREE D L NING
OV R, APPE RS DEAD.
TREE C LO ATION
A JUSTED 0 MATCH r, °q
INSTALL FILTER FABRIC FENCE AT EDGE OF CLEARED AREA.
NORTH
ACTUAL LO ATION.
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CONTRACTOR TO ADJUST ELBOW LOCATIONS AND ANGLE AS NEEDED TO FIT SLOPE.
12 ADJUSTMENT PIPE LOCATION ON SLOPE AS NEEDED OR DIRECTED BY ENGINEER.
AS -BUILT NOTES:
WORK ON SLOPE WITH HAND LABOR. REMOVE FALLEN TREES, BRANCHES, ROCKS, OR EARTH SO PIPE RESTS
ON AN EVEN SURFACE. PLACE /COMPACT FILL TO SUPPORT PIPE AND ELBOWS AS NEEDED.
A. UTILITY EASEMENT- YAO, - RECORDING - - # -- 20060503000610 - --
- - -- - - - -- - - -- - - - -- - - -- -
_.:._ _ - --
13 IRRIGATION PIPING IN AREA. CONTRACTOR SHALL PROTECT, REPAIR ANY DAMAGED PIPES.
UTILITY EASEMENT- BELLA VISTA, RECORDING # 20070117000333
!SCALE:
PROFILE ALONG NEW
STORM: LINE
POSSIBLE QWEST LINE IN AREA, CHECK LOCATES
BILL OF SALE - BELLA VISTA, RECORDING # 20070117000334
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:HORIZ:i 1
„ _ ,I SOME STATIONING:
- ZO!
MAY BE DISTORTED
FOR OTHER EASEMENTS SEE GARDEN COURT N D- 1914,!
:
-
14 B -LINE NOT SURVEYED, LARGE TREES MAY BE PRESENT. SNAKE PIPE AROUND TREES AS NEEDED.
LE JAMES 1tEFFER SHORT. PLAT:I1XD -20- .0.152._.... ... ...
STA..
B. NOTE- THE CITY HAS TAKEN OVER OWNERSHIP OF THE MAIN
O -0.05 RIM EL =I1 .5 RIM. 178.69
STORM LINE THROUGH THE BELLA VISTA APARTMENT COMPLEX
-27 LF 12 "HDPE To3"@:8 -t-2 - S 12 IE -1 .00 12 °S 174.19
TO LAKE WASHINGTON BLVD. ;See R -28:00 and Sliest 4B
(CB TO FLANGE) N 12 IE -1 0 12 "N 168.39
BELLA VISTA APARTMENTS CONSTRUCTION RESTRICTIONS:
_ S. W 1.. IE- 68. 12 "W 168.19 OUT
THE FOLLOWING APPLY FOR ALL WORK ON THE APARTMENT PROPERTY.
C. REVISED_STQRM.:LINE. AND.. STRUCTURE.. LOCATONS,.P.ER, AS- .6UI17
_......
SURVEY. LAYERS WITH PROPOSED DESIGN TURNED OFF.:
:
A. WORK HOURS ARE 8:00 AM TO 4:30 PM. MONDAY THROUGH FRIDAY.
ELBOW, FLANGE JOINT :
WORKERS SHALL BE ON SITE ONLY DURING WORK HOURS.
D. CLEANED UP CONSTRUCTION NOTES NO LONGER NEEDED.
SEE DETAIL
BY ERASING OR TURNING OFF LAYERS.
5C RFPCE
B. PARKING IS LIMITED. VEHICLES MAY ONLY BE PARKED IN UNRESERVED SPACES IN THE PARKING LOT
SEE ORIGINAL PLANS FOR CONSTRUCTION NOTES.
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AT THE NORTH END OF THE COMPLEX. OFFSITE PARKING AND SHUTTLES MAY BE REQUIRED.
_ zo• ELBQw. _
180..;,. _ ...
F. ABANDONED WATER MAIN FOUND.
4 -INCH ASBESTOS; CONCRETE PIPE ABOUT t8 INCHES DEEP.
CB 2:TYPE 2 60'•!
STA. 0 +25.9
ABANDONED'
- ° o :NOTE- Ex. 12 "SD
was perforated.
C. ALL LUNCH BREAKS SHALL BE TAKEN OFF SITE. NO MUSIC OR RADIOS WILL BE PLAYED ONSITE.
CONTRACTOR SHALL PROVIDE ALL TOILET FACILITIES FOR THE WORKERS.
PROBABLY WATER MAIN FOR PREVIOUS TRAILER PARK.
RIM EE= 0.2
RIM 110.19
!� - ° 1 "S :There may be some
"E
°
groundwater
PER CURRENT WATER MAINTENANCE PROCEDURES PIPE WAS
O3 -18 IE =10 00 INj
18 "E 104149 -
'ET 2.D :seepage from trench
to .:the.. east
D. DURING THE WORK DAY CONSTRUCTION EQPMT AND MATERIAL MAY BE TEMPORARILY PARKED OR PLACED
LEFT IN PLACE AND BURIED IN TRENCH. :
18'W It= 5. OUT
18 "W 105.99
and out of base
of downslope pipe.:
ON THE PAVED RIGHT OF WAY, SUCH USE SHALL NOT INTERFERE WITH THE USE, ACCESS,
REMOV.ING..ASBESTQS.. PIPE.. REQUIRES.. SPEC, AL_ HANDING
._......_ ___... ___..
.__. : _.._. __.
_.. aSS.. -. .1.60..!.,
AND OCCUPANCY OF THE RESIDENTS.
AND DISPOSAL. : .......
... Ie m.0
ELBOW: IE 1
-
CB -1; TYPE 2 48"
HORIZONTAL
E. AFTER 4:30 PM AND ON WEEKENDS NO CONSTRUCTION EQPMT OR MATERIAL MAY BE STORED ON THE
STA.:0 +1.5
RIM EL= 7.8
RIM 1Q7.91
PIPE ANCHOR
- -� CHANCE ANCHOR
PAVED RIGHT OF WAY.
CONSTRUCTION EQPMT AND MATERIAL MAY ONLY BE STORED ON THE UNPAVED WORK AREA ADJACENT
SEE DETAIL
TO CB 1
E 18 IE= .O
12 "E 1.02.91 :
"NW:102.76
_. ___..
.... __GS -EL.. 1.65.7 __.._. .. _.... .......-
140 .. _.
NW 12" IE =1 2
12
F. AT THE END OF EACH DAY THE CONTRACTOR SHALL INSTALL STEEL PLATES OR A TEMPORARY ASPHALT PATCH
EX 6'NW,SE IE =104.
OVER ANY TRENCHING IN THE PAVED RIGHT OF WAY.
RESTORE DITCH^-110
LF 12 "HDPE
MATCH EX.
FLAYED ON TOP OF SLOPE
Ex CB RIM 105.28
13
(20° ELBOW TO END, INCLUDING 10 LF FOR SLIP JOINT)
n _1.2 "N 102.48
- 120.. -..NE 12 aus6i3190 .30 _. SEE NASNBUIT NOTE ..F
Nw vz ADS IE=1 12 °E 102:23.
_ __....
__.... ._. .. ....... _.._. .... I-
120:.. .......
2T
IE= 02. 12 "SE 102.23
SLIP JOINT,
SEE DETAIL -
-
- : GROUND SURFACE
EX 12'SD =_ -- o :°
100 --- - - - - -- - - --
-
-20 LF 18 "HDPE
40° ELBOW
-
0 -0.57 NO MACHINERY ALLOWED ON SLOPE FROM TOE TO 200 ELBOW.:
CONTRACTOR TO ADJUST FITTING LOCATIOV5, ELBOW ANGLES,
AND :PIPE LENGTHS AS NEEDED TO FIT FIPE TO SLOPEi
100 - - - - --
-
OF 1aASh aF WASy�
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D=285009
c
24 LF 18 "CPEP -
-8 LF 18 "HDPE 0 0.010
- ALL ADJUSTMENTS SHALL BE SUBMITTED T0. CITY
It
"
47 LF 1:2 °CPEP :
0 -b-$G4- 0-128
FOR APPROVAL BEFORE CONSTRUCTING.
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:......._ ..... :...........
.._. �.. : ._�_. : . ... .... ... ...
�G SfE�
a
PROFILE ALONG STORM
STATIONING DISTORTED
LINE 1 +00
- -I
2 +00 PROFILE ALONG STORM LINE
STATIONING DISTORTED
ORIGINAL PLANS STAMPED
SCOTT SUPER ) ERIK WALIGORSKI TAMPE9 /07.
AS BUILT 8Y: ERIK AL PLANS STAMPED 07:
WA
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PE 1116825 ENPIREB: 11/16/08 PE #38087 EXPIRES: 11/01/08
d
- y AS -BUILT SURVEY BY:
%
<2>
PACE ENGINEERING RECOMMENDED
11/15/2007
REVISED STORM LINE AND STRUCTURES PER DWC -25- 8 ROTH MILL ENCRS
AS -BUILT SURVEY. REMOVED UNNEEDED NOTES INFO. CoCgm,
Owc
As Noted
vwnao fUVD 1998 N 26TH ST /PARK PL N STORM SYSTEM PROJECT / /
9gg9 a NPD 198 /1981 6 15 07
&M CITY OF
FlEWB°OK:
�c /yam
FOR APPROVAL
°
FENTON giDE
AS -BUILT PLANS.STAMPED.
BY: By
Danlei Carey. 6�18�07
DwC
DOWNHILL SEGMENT °PAfNNG NO:
ORIGINAL PLANS STAMPED BY: DAVID R. FULTON
ON:1 10 08
/ /
ONECKm�
DWC /RJS /SKS
CNE WC"
nT rol u. scu.E I
DATUM
Planning /Building /Public Works Dept. 3
Q
RONALD J. STRAKA ON:6 /18/07 PLS #32429 EXPIRES: 10/25/09 BY
NO.
REVISION BY DATE APPR ^'PROVED.
If NOT ONE INCH
scan accoRwe9Er
BesEn OF
LL
PE /129727 EXPIRES: 10/16/07
RJS /EJW
6
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