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12"AD 0 �ooz \ \ o �M�+���-----------,Proert Line
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' ` �\ N','.' 12"ADS 10 -z _ \ <� om i - ---- - ----
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\� EX.0 6A RI 05.98 z r*r o i� i z n X
\` \ RIM 6"S 102.38 cn, o I i 1 I, p o
S 6"PVC IE 4 O� _ � - ° co
6 NW 102.53
EASEMENT-BELLA VISTA `� ��� \ �� N 6"PVC IE-102 12"SW 102.33 �� �� 1 i 0
EX. 12"STORM SYSTEM � `� SW 12"ADS IE= 02. A �
NOW OWNED BY CITY �� A �� ��'� \ �� �o � 6 FT
SEE NOTE A, B A �O \ i III z
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12"FR f I C) >
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Shut B �� I�Z� FO
Cr) 8 n
\ `F+ v m I I z I�
C� \� FR °\ m
10", �� o
''4
��� ABAND ED WAT�RMAIN APPX ENO j° o "s
' ` �� ABOVE GROUND so m i 12"MP 1 I o
V� SEE AS BUILT NOTE F �� � i I
i \ \ PIPE 12 �,w
0 TRIPLE I O �5
\ a �� �o� 6 FR ��SLI� JOINT PIPE BEN S >� '�
A � \ I \ DOWN HIILSIDEE,
12" TO 18�, 6�'CW 112 ,VW/
10
\
(D 10 CW MP
\ rt Pro ePL Lime >s
\ \CB- �� - 20 - - 10" W �'� �� - _ ss A
-'� - - - - - - - -
B� LINE ` �- -
`wO ��� `i CB- \-`�� AppX + BA D CLAMPS ¢>i i �--------------- -
EASEMENT-BELLA VISTA
SEE NOTE A �` '8 `i 2"SD Property Line
z �� CHANCE 35' ELBOW 1 1 �� - - - - - - - - - - -
���� PIPE A CHOR \ A�CHOR I
m APPX START 1 X m
o F- cn
WV� �I zm ABOV GROUND PIPE' \ o �' `� I
f s m=��
9 9 (D ^\ 70 O� Z p 166
08 - I r -11
TREE A B OKEN B DEC 20 7 STORMS, o �� i �''�' o Q
i TOP CUT FF BY B LLA VIST V �! O
TREE D L NING OV R, APPE RS DEAD. < I � I' � o C
TREE C LO ATION A JUSTED 0 MATCH
I
ACTUAL. LO ATION_ � � I � � ��
NORTH � I
�
AS-BUILT NOTES:
............................
A. UTILITY EASEMENT- YAO, RECORDING # 20060503000610
UTILITY EASEMENT BELLA VISTA, RECORDING # 20070117000333 SCALE PROFILE ALONG NEW STORM. LINE
BILL OF SALE - BELLA VISTA, RECORDING # 20070117000334 HORIZ._ 1 �� = 2O' SOME STATIONING: MAY BE DISTORTED
FOR OTHER EASEMENTS SEE GARDEN COURT N D-1914,
HEATH SHORT PLAT LND-20-01 23,
L. JAM.ES..KEFFERSHORTPLAT ND-20-0152ERT1-20' ............................................... CB-3 TYPE ..................................
.............. V. .......-
STA.
B. NOTE- THE CITY HAS TAKEN OVER OWNERSHIP OF THE MAIN @ -0.05 RIM EL=1: 8.5 RIM: 178.69
STORM LINE THROUGH THE BELLA VISTA APARTMENT COMPLEX -27 LF 12"HDPE S 12" IE:. 00 12"S 174.19
TO LAKE WASHINGTON BLVD. Sec R-2S:00 and Shaet L4 8 (CB TO FLANGE) N 12" IE=/6%8
12"N 168.39
12"W•
O3 12" IEW 16819 OUT
C. REVISED STORMLINEAND.. STRUCTURE LOCATIONS BUILT ............. ......................_.. ....................... .......................... ........................ ..................... .................
.. ..: .... - SURVEY. LAYERS WITH PROPOSED DESIGN TURNED OFF.
ELBOW, FLANGE JOINT
D. CLEANED UP CONSTRUCTION NOTES NO LONGER NEEDED: SEE DETAIL FPv�
BY ERASING OR TURNING OFF LAYERS. J� s
SEE ORIGINAL PLANS FOR CONSTRUCTION NOTES. G��
_.. --........ .............. ............................ _ .......... .............. - -..- ... _... 20° ELBOW
F. ABANDONED WATER MAIN FOUND. CB-2-TYPE 2 60" ABANDONED80
1
4-INCH ASBESTOS. CONCRETE PIPE ABOUT 1-8 INCHES DEEP. STA. 0+25.9 i ° o NOTE- Ex. 12"SD was perforated.
PROBABLY WATER MAIN FOR PREVIOUS TRAILER PARK. RIM EL= 0.2 RIM 110.1-9 ° "s There may be some groundwater
PER CURRENT WATER MAINTENANCE PROCEDURES PIPE WAS 9-18"E (E-10 00 IN 18"E 104.49 _ 2.0 seepage from trench to the east
LEFT IN PLACE AND BURIED IN TRENCH. 18"W IE= 5. OUT 18"W 1051.99 and out of -base of downslope pipe.
REMOVING. ASBESTOS.. PIPE REQUIR.ES..SPECIAL..HANDLING............._.. - .........:.................... �„Ss.......
160
AND DISPOSAL. FI Rr)W .D
CB-1 TYPE 2 48"
STA. 0+ 1 .5
RIM EL= 7.8± RIM 107.91
E 18" I E= .0 : 12"E 1-02.91
- ................
NW 1:2" IE-1 2. 12"NW : 102.76
EX 6"NW,SE IE=104.
cr c[ RIM 105.28
3:ABANDONED 4"WM -NF s 5 --12N10218 ..............
z"�� � o .3
SEE AS -BUILT NOTE
NW ; 2"__-5 IF 27 12"E 102.23
(20' ELBOW TO END, INCLUDING 10 LF FOR SLIP JOINT)
.............. -- 120
SE : 1 2 It -A U Z JRS, I2 Sr- 102.23 SLIP JOINT, SEE DETAIL
GRn U_PJD SURFACE
° -20 LF 18":HDPE @ -0.57 NO MACHINERY ALLOWED ON SLOPE FROM TOE TO 200 ELBOW
- - EX 12SD- �......... _ ........... ....... ....... ................ _.
1OO CONTRACTOR TO ADJUST FITTING LOCATIONS, ELBOW ANGLES, 100
40` ELBOW
AND -PIPE LENGTHS AS NEEDED TO FIT PIPE TO SLOPE.:
24 LF 18"CPEP -8 LF 18"HDPE @ 0.010 ALL ADJUSTMENTS: SHALL BE SUBMITTED TO CITY
47 LF 12"CPEP @0.128 FOR :APPROVAL BEFORE CONSTRUCTING.
@ 0.010
_.......1.�.00............ ...._....... _ ......... ...:.................................2.�.00...........................
PROFILE ALONG STORM LINE PROFILE ALONG STORM LINE
S_lbti. STATIONING DISTORTED -I STATIONING DISTORTED
ORIGINAL PLANS STAMPED BY:
RONALD J. STRAKA ON:6/18/07
PE #29727 EXPIRES: 10/16/07
13
.......... .....
F
AS -BUILT SURVEY BY:
PACE ENGINEERING
11 /15/2007
AS -BUILT PLANS STAMPED BY:
DAVID R. FULTON ON:1 /10/08
PLS #32429 EXPIRES: 10/25/09
RECOMMENDED
FOR APPROVAL
BY Daniel Carey 6/18/07
BY
(2>
REVISED STORM LINE AND STRUCTURES PER
DWC
IB-25-C
8
SURVEYED:
ROTH HILL ENGRS
SCALE:
AS Noted
AS -BUILT SURVEY. REMOVED UNNEEDED NOTES
INFO.
DESIGNED:
DWC
DRAWN:
DWC
ONE INCH
CHECKED:
DWC/RJS/SKS
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
NO.
REVISION
BY
DATE
AP P R
APPROVED:
RJS/EJW
EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN.
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES.
CALL 48 HOURS BEFORE YOU DIG
1-800-424-5555
STATIONING DATA
A -LINE
STATION (FT)
NORTHING
(m) EASTING (m)
0+00
57989.08
396942.02
EX CB, CENTER OF GRATE
0+11.11
57992.37
396941.43
JUNCTION LINE B
1 +96.44
58048.03
396931 .52
EX CB, CENTER OF GRATE
4+99.70
58136.89
396956.97
WV, CENTER
B-LINE
0+00
57992.42
396886.63
START B-LINE
1 +79.78
57992.42
396941 .43
JUNCTION LINE A
REF PT
57995.78
396885.55
TEMP STAKE-3'EAST OF CURB
REF PT
58001.31
396876.04
EX CB NW OF 0+00, CENTER GRATE
REF PT
57984.09
396885.45
WV SW OF 0+00, CENTER
GENERAL NOTES:
A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES.
B. NEW TYPE II CATCH BASINS SHALL HAVE ROUND LOCKING
LIDS UNLESS NOTED OTHERWISE.
C. NEW TYPE I CATCHBASINS SHALL HAVE LOCKING FRAME
AND GRATE PER DETAIL BR-18 UNLESS NOTED OTHERWISE.
D. CONSTRUCTION EQPMT AND MATERIAL SHALL STAY WITHIN THE
WORK AREA LIMITS.
E. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING
FILTER FABRIC PROTECTION FOR CATCHBASINS, FILTER FABRIC
FENCE DOWNHILL OF CLEARED AREA, AND STRAW MULCH.
DRAWING NOTES:
O3 CORE DRILL CB FOR NEW SD
O INSTALL FILTER FABRIC FENCE AT EDGE OF CLEARED AREA.
11 CONTRACTOR TO ADJUST ELBOW LOCATIONS AND ANGLE AS NEEDED TO FIT SLOPE.
12 ADJUSTMENT PIPE LOCATION ON SLOPE AS NEEDED OR DIRECTED BY ENGINEER.
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,
HA PROTECT REPAIR ANY DAMAGED PIPES.
IRRIGATION PIPING IN AREA. CONTRACTORS LL 13,
POSSIBLE QWEST LINE IN AREA, CHECK LOCATES
14 B-LINE NOT SURVEYED, LARGE TREES MAY BE PRESENT. SNAKE PIPE AROUND TREES AS NEEDED.
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
\moo
BELLA VISTA APARTMENTS CONSTRUCTION RESTRICTIONS:
THE FOLLOWING APPLY FOR ALL WORK ON THE APARTMENT PROPERTY.
A. WORK HOURS ARE 8:00 AM TO 4:30 PM. MONDAY THROUGH FRIDAY.
WORKERS SHALL BE ON SITE ONLY DURING WORK HOURS.
B. PARKING IS LIMITED. VEHICLES MAY ONLY BE PARKED IN UNRESERVED SPACES IN THE PARKING LOT
AT THE NORTH END OF THE COMPLEX. OFFSITE PARKING AND SHUTTLES MAY BE REQUIRED.
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.
D. DURING THE WORK DAY CONSTRUCTION EQPMT AND MATERIAL MAY BE TEMPORARILY PARKED OR PLACED
ON THE PAVED RIGHT OF WAY. SUCH USE SHALL NOT INTERFERE WITH THE USE, ACCESS,
AND OCCUPANCY OF THE RESIDENTS.
E. AFTER 4:30 PM AND ON WEEKENDS NO CONSTRUCTION EQPMT OR MATERIAL MAY BE STORED ON THE
PAVED RIGHT OF WAY.
CONSTRUCTION EQPMT AND MATERIAL MAY ONLY BE STORED ON THE UNPAVED WORK AREA ADJACENT
TO CB-1.
F. AT THE END OF EACH DAY THE CONTRACTOR SHALL INSTALL STEEL PLATES OR A TEMPORARY ASPHALT PATCH
OVER ANY TRENCHING IN THE PAVED RIGHT OF WAY.
D-285009
cn z
ORIGINAL PLANS STAMPED BY: ORIGINAL PLANS STAMPED BY:
AS�BUILT SCOTT SUFER ON:6/19/07 ERIK WAUGORSKI ON:6/19/07
PE #16825 EXPIRES: 11 /16/08 PE #38087 EXPIRES: 11 /01 /08
DATE:
Ad �-- CITY OF N 26TH ST / PARK PL N STORM SYSTEM PROJECT 6/15/07
FlELDBOOK:
hhL RENTON PAGE
DOWNHILL SEGMENT DRAWING N0:
Planning/Building/Public Works Dept. 3
SHEET: OF:
6
DJ-12181�10