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EX.GB RIM 200.06 2520 0 1
NE 6"CC IE 198.54 �n w
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W 12"CC IE-196.7410
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I E 8" =1 65.94 I _ �' CONC. PAD
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p / 8" I E-1 65.87 I I SEE PROF LE
RE CED W/ NEW ,'� EX.CB RIM
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-�___�, EX.CB RIM=182.1 6 I W 8" IE=1 65.77 I I CB RIM
/ / / i % ❑ '�� �, V� - ==_ E 6" ADS IE-179.14 I I I I S 4' ,71.73 I P 179.48
N 12" P 171.65 �'�
W 4" ADS IE=179.7 1 I �7�•�4 ( N 1 P IE=
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�g R►M �Ep Vr IE=175.8 PLuc W LLI_cn
_ATE/ W 8"CMP IE=179.0 I Rim-1�7. S PL�1G �%.09 wII= PVC E-17---_ a _ / __C _
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CA/ _i_ /VO �� `-- f;'.B- - _ ---- �i w w Q �I i - t ° �o EASEMENTS LND 20 0152_ x
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i l RIM-197.38 ���� i -'r n - - - - - - =- - - - A[�D
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E IE=188.54 ��yc �� _ Lyd /----=--- --- _ - -�-� -- ---- -
i - O ----L_ \ -- --- c� ___------ Rockery CB-4_ _ _ - _-- - W
W IE-1 88.10 O �� P - - J TE oo �_ = _ 8"SS - - - - ---- --- - _ -� - C d�--
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L - - PWR? / T� - - - - - REPLACED SSMH � sn \ \ � Q_ m
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-=- �i - -- TEL. I /%,� k '�� -�° RIM=176.02 � cv Q Q
T - �- - - o DRIVEWAY-S`LABr `-� z -' _
i - W o� - EL w 2 -- PWR? A T° i N 8" 1 .42 w z I W _-
% o I = ^� TOP OF O I > o - -�\ //� Q m U O - -
r / O, Lu k k, J F T. 1 301 O� `n ,'ri w LLIASPHALT BERM 00 I I/��� / IE=170.32 w� �z
N 2 6 t h S t ��O ~ I EX.0 BEE PROFILE7.32 i' ��� // 0 0 0 ( = Q -" - y 9
0 20
� � T� - - � mP EX.CB RIM182.09 i I i " � _ � �_FLOOR DRAIN (10"X10")j
E 12 IE-17.51 i F
t� - PLUGGED �T 7 I I - I a �� EASEMENT-BELLA VISTA
ark P L r ,� i ti ���� �� ��' �� FLOOR AIN (1 C"X10" --_ - - - - -� I SEE NOTE A
EXISTING UTILITY LOCATIONS ARE APPROXIMATE NOT ALL UTILTIES MAY BE SHOWN. I ;; REPLACED w/ NEW ,j _ 1.59 - `�I C)
' FLOWLINE r cT�, -�_ zl iN � - 4 EASEMENT-YAO I V p =
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. STRIP DRAIN ; �- -- �; a O X, 241 5 ;1 PLACED NEW INLET SEE NOTE A 0 I �- o o Q
0.2'WX1.3'DEEP r UI `I
o /Q H �-
( ) / PARK PL N r_� DOWNSIP gU RANDNFEOTING F`JI - - i - m lI V) V) O
CALL 48 HOURS BEFORE YOU DIG -� �,'cn $AME AS EXISTING -- 1+U0
r EX.CB RIKb1� 179.22 y r, y DRAIN,
r N TRENCH: DRAIN IE=177.9E `� �T�, 1 c i 14 PIPE WAS. 0 I -- O H-
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- - - � E 12"CMP rkE=174.82 �� w ,� i �. � I _,- ; w o
N - W W
r W 12"CMPk�E-174.62 2507 �y I i � 'y I I = C)Q
P a r k P I N .. L_ . I 10 'I 2 ---- -- -- -- f [10� LLJ� -
STATIONING DATA ' ,_ ° x 0 �'' ,1, �- L�� x I = m
f I .l I _ Zm�Op --
- -__
-LINE A L-=��- y Q _
_may W z -�
STATION (FT) NORTHING (m) EASTING (m) `� 1 iz I o- �, �- - -' G w Yo � z Q Q
0+00 57989.08 396942.02 EX CB, CENTER OF GRATE i` '� I io ' 0 I I rZ w o p
0+1 1.1 1 57992.37 396941.43 JUNCTION LINE B ��1� \ y� 1� "� "��� 1Z oG" _ ~ " I °' a- m J J
r - I Im / 5� ABANDONED CB 00 0 �_ Q
1 +96.44 58048.03 396931.52 EX CB, CENTER OF GRATE , = ' IQ ` 0 z _ I I / 0 Q
4+99.70 58136.89 396956.97 WV, CENTER STORM SYSTEMS ' I ' REMOVED TOP, PLUGGED PIPE w w W D
o-o 0
CITY FILE TED401990 �' a --- -�- � UPJAB RIO OP SGRATE r7 % z of X / � O � � Q
HEATH SHORT PLAT i / I'
B-LINE SSMP I u� CN
LND-20-0123 n E 12" - EST N Q % N
0+00 57992.42 396886.63 START B-LINE U i RIM=159.27 I, p
N o camN2" IE=150.6 E DETENTION TANK IE-151.0 EST i z 01+79.78 57992.42 396941.43 JUNCTION LINE A - - Ow • i�
42 LF 48" CMP --� W ,I /
REF PT 57995.78 396885.55 TEMP STAKE �3'EAST OF CURB N I P�Dx > -
REF PT 58001.31 396876.04 EX CB NW OF 0+00, CENTER GRATE ,i---------- ���� �_/ z N am �'���
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REF PT 57984.09 396885.45 WV SW OF 0+00 CENTER - I =- --- r ___
.................................--........................................... . .......... ......... --------- - - ............................-- �- - ... .............-.......................�........ .-.-......................................................................-............
SCALE PROFILE ALONG NEW STORM LINE DRAWING NOTES:
GENERAL NOTES: 8"DI @ 0.167 CB-7 ® 0.054 6 LF 12"C:PEP @ 0.1 1 CB-6 11 LF 12" CPEP @0.15 HORIZ. �� = 20' SOME HORIZONTAL DISTANCES AND STATIONING MAY BE DISTORTED O REMOVE IEX SD AS NEEDED. PLUG OPEN ENDS: OF PIPE.
A. MAIN STORM LINES MEASURED FROM CENTER OF STRUCTURES. 7 LF 12 LF 8"DI Q�-B4� REMOVE 8 SD �%ERT. ��_ O� 0 PLUG EX SD IN CB
............................................................:....................................:.. -..... EL..1.82-0.6.................... ...................... --............................_............. ............................. .............................:............................................... _ _ ..........................
CB-7B TYPE 1 : CB-7A TYPE 1 EX CB RIM Ex ce Rlrvi E�-: 6 EL 182:13
B. NEW TYPE II CATCH -BASINS SHALL HAVE ROUND LOCKING STA. 3+15.7, 1:8.0'L STA. 3+9.5, 3.7'R -�' :�P IE-
B. g REMOVE :E 6"ADS IE= .1 3 CORE DRILL CB FOR NEW SD PIPE.
6 E 179.13
LIDS UNLESS NOTED: OTHERWISE. RIM EL= 4. EL 184.23 RIM EL--T,& 184.06 €3 rv�1? CMP IE- H PLUG :W 4"ADS IE=179.7 4„W 179.7 2
E IE-��8„E 181.98: W fE- 1. 181.46 NEW E 12"� w 8"CMP IE=-r7-e- CB-4 TYPE 2, 48" ®POTHOLE LOCATION.
IE 177.51 12 W 178.73
C. NEW TYPE I CATCHBASINS SHALL- HAVE LOCKING FRAME STA. 0+94, 5.5'R 05 INSTALL FILTER FABRIC FENCE AT EDGE OF CLEARED AREA
I
AND GRATE PER DETAIL BR-18 UNLESS NOTED OTHERWISE: -
--................................................................................ o-
RIM EL- 6.35 EL. 175.70
80 80-..................... --............... 2" IE= 12"N 1
D. CONSTRUCTION EQPMT AND MATERIAL SHALL STAY WITHIN THE N 1 25 69.60
WORK AREA LIMITS. - S 12" IE= 0.1 12"S 169.60
^1K Loc APPX 0 L EX E 6" f E=172.20
PWR 8 W
E. CONTRACTOR SHALL :INSTALL EROSION CONTROL, INCLUDING: CB W/OUT SUMP : Loc uNK Loc APPX
FILTER FABRIC PROTECTION FOR CATCHBASINS,: FILTER FABRIC TO AVOID POWER : EX CB-5=TYPE 2
-...... ....................... ...--....._.............................................
FENCE DOWNHILL A , A AW L CONDUITS BELOW :IT CB-7 TYPE 2, 48" CB-6 TYPE 2, 48 RIM EL=1: '32 .................EL 177;16
STA. 3+13.3, 9.9'L : STA. 2+55.4, 3.6L EX E 12": I 171 0' 12"E 170.76
RIM ELF 4.3 EL:184.41 RIM EL=1 2.2 EL 182.19 EX W 12" IE= .0,' PLUG PLUGGED
S 12" 1 = 9. 012'.S 179.31 N 12" IE= 7. 012"N 177.09 ONEW N 12" IE= .00, 12 "N 171.76
AS -BUILT NOTES: E 2" IE=18 00 8"E 180.81 S 12 IE 90 12"S 176.49 ONEW S 12" IE= 71. 12"S 170.56
------- - ...- ................
190 _ W 1 IE_9: 8 W 180.81 W 12 IE-1 . 512 W 177.09
A. UTILITY EASEMENT- YAO, RECORDING # 20060503000610 EX 8"E IE= 78. 12"E 177.09 REMOVE
CB
UTILITY EASEMENT- BELLA VISTA, RECORDING # 200701170.00333 - ----
BILL OF: SALE - BELLA VISTA, RECORDING # 20070117000334
FOR OTHER EASEMENTS SEE GARDEN COURT N D-1914,
HEATH SHORT PLAT LND-20-0.123
----
L. JAMES KEFFER SHORT PLAT LND-20-0152
CB-3 TYPE 2 48" EX CB
....................... . ----- -.......................... --.......:...................:
STA. 0+31.6, 1.41 RIM EL=l RIM 183.32
RIM EL=: 8.5 EL 178.69 E 12"CMP IL 1 X
12"E 179.52
S 12" IE=1 .0012"S 174.19 N 12"CMP I.E1 .25 PLUG PLUGGED
N 12" IE=1 .00 12"N 168.39 W IE=1 75.8 PLU D CHECK, PLUG IF NEEDED
0- W 12" IF= 68. 12 "W 168.19 0- NEW N 12 IE 178. 12"N 177.52
..............:......CORE DRILL SEE -DETAIL........... ....:................. -.. . .. .... .......:..........- - _..........:
SS REVISION 10-8-07
EL uNK FILL CB WITH CONCRETE TO
2 FEET BELOW NEW PIPE IE
APPX_ EL 176.4
R... ..... ............................ ....:..... ........... ....... .............:........... .Q. .
ONND LOC UNK VO
SURFACE
GROUND SURFACE
B. NOTE- :THE CITY HAS TAKEN OVER OWNERSHIP OF THE MAIN r UI LJ
ws
STORM LINE THROUGH THE BELLA VISTA APARTMENT COMPLEX x Loc TEL? PwR? P ° ---- - BANDONED
Loc
APPX ? : ------ -- - - p A I --
TO LAKE WASHINGTON BLVD, APPX LOC Loc L 00----------- -------- ---- ---------- -- --- _ - - - - - - - - - -
WR
E
}
E
0 _
_ - S
OC S
- ON C
APPX
8
C. REVISED STORM LINE AND STRUCTURE LOCATIONS PER AS -BUILT 170 @ 0.038 : - �- p 170
SURVEY.: LAYERS WITH PROPOSED DESIGN TURNED OFF. 58 LF 12"CPEP @-@-843 58 LF 12"CPEP @@--e 9g�
1-
CONC SS
B"
D. CLEANED UP CONSTRUCTION NOTES NO LONGER NEEDED o I @ 0.111
BY ERASING OR TURNING OFF LAYERS. @ 0.0055 TEL /Tv WR ( 2"CPE LF 1 2 CP 30 EP
8"ss 102 LF 12"DI @-O'69 4
62 LF P
SEE ORIGINAL _PLANS FOR CONSTRUCTION NOTES.. I
APPX IE 164..0 8"SS @ SSMH
RELOCATE -1E 168.7 @ 0.0195 S 8" IE 170.32
PRIVATE UTILTIES N 8" IE 170.42
AS NEEDED AS -BUILT
WA
F $
N
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ti
............... ........... ...... ...... . ............ ......... ..................
i+00 0+00
0 2+00
AS -BUILT SURVEY BY: V) Z 2 PACE ENGINEERING REVISED STORM LINE AND STRUCTURES PER DWC -25- SURVEYED: SCALE: 8 DATE:
11 /15/2007 mac'xxxx
sue°
AS -BUILT PLANS STAMPED BY:
DAVID R. FULTON ON:1 /10/08 ORIGINAL PLANS STAMPED BY:
PLS #32429 EXPIRES: 10/25/09 RONALD J. STRAKA ON:6/18/07
PE #29727 EXPIRES: 10/16/07
Lt
_ ..............
° °
r / I
HILL ENGRs HORIZONTZNAVNADDt983/1991 �► CITY OF N 26TH ST / PARK FL N STORM SYSTEM PROJECT 6/15/0;
AS -BUILT SURVEY. REMOVED UNNEEDED NOTES INFO. ROTHDESIGNEDWG As Noted _
PAGE:FIELDOOK
DRAWN: RENTON
DWc ONE INCH DAUM PARK PLACE SEGMENT DRAWING NO:
T'''
CHECKED; DWC/RJS AT FULL SCALE ' Planning/Building/Public Works Dept. 2
IF NOT ONE INCH
N0. REVISION BY DATE APPR APPROVE: SCALE ACCORDINGLY SHEET: OF:
RJS 6
momm'w"NIN