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W AS-BUILT NOTES
Q p \ 30 0 ��� O AUGER STUCK ON BURIED METAL DEBRIS AT
LOCATIONS SHOWN. STEEL BARS, METAL SHEETS,
�v
PLAN : PLU� &I ABANDON ,iX '" f 1 /\ \ s WIRE, CAR WHEEL RIMS, TIRES. SOME BOTTLES,
SCALE IN FEET /� Z „ AB CB -2 STA 10 +50.7, 1.9 LT 1 ; _
SW 24" D, SLOE �j CROCKERY.
AB CB , 1 STA 10 +17.4, 0.8 LT REMOVE EX CB \° CONSTRUC OJQ�Ni0TE-3 i
N 1781 0.84, E 1298309.16 - S 3 WET WOOD DEBRIS, 10" DIA POST, SOFT SOIL,
0 20 4o Q 1 N n814s.o3 WALKER / �I F 0
NEW 72 "` TYPE 2 E 1298339.39 o \ S SOME METAL, SOME BOTTLES.
W/36" FRAME & GRATE SUBARU i!_';/
NEW 84" TYPE 2� { / � 9
FRAME & GRATE
AB CB -1A STA 10 +11.6 8.3'LT �� �/ �� Ir j Q �� BRICKS, SOME METAL PIPES (2" TO 3 ").
N 178135.15 SEE CONSTRUCTION NOTE 3 / ��� "'' ti / I/ �" c� X
F \ < TWO 10 "DIA WOOD POSTS REMOVED, CROCKERY
E 1298301.30 \ Q /)' 24 "SD 0
NEW TYPE 1 CB r \ /' /ABANDONED \ sQ BOTTLES, BRICKS, SOME METAL DEBRIS.
EX 24 SO PLUGGED, FILLED WITH CDF.
6
S-9 AB _A ED
__ND0N
24 c
940�O,Q, FLOW - -I - - - -- -_ �'� -[ O OWEST LINE TO OFFICE.
6 I _Ir-j J FLOW _
STA 10 +07 X -5 /~ �' ° _i " s P���
N 178125.72 \ _
E 1298300.67 FLOW �i� { 2 2
CONNECT TO EX BOX• O ;`'"
<g / / � {{ STA 12 +88, 22'LT
CULVERT STRUCTURE k 0 c }/ N '178246.43
8 "D CONNECTS TO OTHER o _ { ( E; 1298532.30 AB CB -4 STA 13 +29.8, 0.6' RT
0
LATERAL, LOCATION UNK. J AB CB -3 STA 10 +74`F7, 0.8) RT (4 ? EX TYPE 2 CB N 178248.46
N 178128.13 AB CB 3.5 STA 11 8/ 4,/ 0✓ VRT SEX 24 IE 19 OJ% E 1298583.44
e, E 1298357.72 !} / INSTALL NEW 60" TYPE 2 CB
8 "D NOT FOUND V J m� N 178179.14
NEW 72" TYPE 2 E 1298453.30 �(,1�
AB CB -3A STA 10 +40.2 30�:RT \ FRAME & GRATE F �;/ " ^�
N 178112.13 S�`�� �c -- NEW 60" TYPE 2 1� mow/
E 1298343.58 3/� ���� FRAME & GRATE �� A
�� r _oJti� APPROX LOCATION
OF JACKING PIT 1.
NEW TYPE 1 CB `�% � f�\ � N ° � '� ��-�� n� � '% �� } ��..�° ��� , �'U �� �
LAKE AVE S ST EET VACATION/ - 141 ! '
(EX 60, WIDE �ITYI UTILITY EASEMENT) °°
Q, 6�\ �/ I / % y CONSTRUCTION NOTES:
1. ALL TYPE I CATCH BASINS SHALL BE FRAME
GRATE UNLESS NOTED OTHERWISE. SEE
a °
CITY STD PLAN 200.00. RIM ELEVATIONS
SHALL MATCH EX GRADE.
1
2. ALL TYPE 2 CATCH BASINS SHALL BE FRAME
AB CB -2 STA 10 +51 & GRATE UNLESS NOTED OTHERWISE. RIM
NEW 84" TYPE 2 CB ELEVATIONS SHALL MATCH EX GRADE.
60' ........................ . ............................... . 60 '............................. RIM 'EL '30.08 ......................................................... ............................... . . . . . . ... . . . . . . ... . . . . . . ... . . .I 60'
AB CB 1A AB CB -1: STA 10 +18 = :AB CB -4:STA 13 +29.8 3. REMOVE APPROX 5' OF EXIST 24 "D NE OF
:STA 10 +11.6 AB CB -3A 36 6" NW IE- X26.72
NEW 72" TYPE 2 CB 36" .. E .IE= .17.63 ..:................... NEW 60° TYPE 2 CB EXIST CB STA 10 +51 AS NECESSARY TO
NEW TYPE :-1 CB STA 10 +40.2 82 4 .................. INSTALL NEW CB -2. CONTRACTOR TO
RIM EL 30.53 36" W IE =17.88 AB CB -3.5 STA 11+ RIM EL 30.31
RIM EL 30.63 NEW TYPE 1 CB 12" W -25 83 NEW 60' TYPE 34" N E =18 31 PROVIDE BYPASS STORMWATER PUMPING AND
50' :12" .SE .IE�26.68........... _ RlM .EL. 3.1.08 ................... : 50'- 36 NE hE -18.18 .. -RIM EL 32:11 ? .. ' ' ' ' ' "' ' ' ' ' ' ' "' ' ' ' ' ' ' .. 34" W E* 18.31 - 50' PIPING TO BOX CULVERT AT STA 10 +07
.TCAAD 7n" (PIE) r�o �z PLUGGED
12' NE IE =26.53 : 42" W IE =18.18 _ 34" E IE =18.21 DURING CONSTRUCTION OF CB -1 THROUGH
....., ................ .............................. : ......................... .........:.......' 2 = ............... ............................... ....... -
AB CB 3: STA 10 +74 7 CB 3 AND ASSOCIATED PIPING REMOVE
NEW 721' TYPE - CB 36 "..W .IE . 18 0.1..... .
RIM EL 30.86 PUMPING EQUIPMENT AND BYPASS PIPING
CB -1 CB -3 EX.........:.
40' : .. .................... .... : 40.............. ............................... EX. 72' SW IE =25.86 .SE IE= 21.7.1 ........................ ............................... ........ 40' BETWEEN PROVIDE
ST TEMPORARY RAND CBN 2EATFTER
.............................. ........ ............ _ ......... ................................. ............................... .......
36" NE IE 18 01 SYSTEM HAS BEEN CONSTRUCTED AND
36 "'NW' IE='18'.01 ' "'
ACCEPTED BETWEEN EXIST BOX CULVERT
_ THROUGH CB -3. CONTRACTOR SHALL PLUG
30' 30' - -. ^ ..T ... .. .. P..........�.......... ..T..... .. -.. 30, DRAIN SYSTEM E ST COMPLETE. WHEN NEW STORM
AND ABANDON EXIST 24 "D WH
o P: 6 ,5 �. 2 U ....
.. .......... .......... ........ ...............................
1 2' S .
P C
....... p. ...: 108' .............. ...............................
FLOW' FLOW �- 42" STL: CASING AND 34" HDPE PIPE Ca? S =0.00 FT/FT
I -- - - - - - - - -. - -
20' . . .. . 20 20. � . . .... ... . . -
...................... ................. ............ 0.:...... WET. WOOD. DEBR................. .O............. .9..... OSTA 13 +01 O5
11'- 12 CPEP PIPE 23'- 12' CPEP PIPE 33'- 36" CPEP PIPE STA X11 +93 =
� S- 9.-938 0.036 FT /FT... S D-938 0.017.�/� .:5 =�98F .- 0:009.FT�F?.... 42 ".SDPEAPIN .'IE= 172803 .:AB...DET?�.......:....34" HDPE -
10' ... -.... 10'.... .. 34 18 :...... :... 10'
CASING
PIPE IE -18 28
CPEP PIPE F+ E= BRI
S 9 9@T 0.000 FT FT 29' 34" HDPE PIPE 5 =0.001 FT /FT
11'= 42" CPEP PIPE /
................................................................ ............................... ..
S 9.06? -0.006 FT FT _
24 : 36" CPEP PIPE - _
S=.a 5. .0..016. FT FT 0' 34" HDPE PIPE @ S -0.001 FT /FT
0' . ........................ . . ............................... 0.:........:........ ........................... ............................... ....... ............................... ..... 0,
CB-18 TO CB -1 CB -3A TO CB -3 10 +00 11 +00 12 +00 13 +00 13 +50
STA 10 +07
42" CPEP PIPE STA 13 +39 D=352913
csiMi IE =��" 18.25 42" STL CASING IE= X17.98
F oe WASh c 34" HDPE PIPE IE= -18.31
z HOR : 1 " =20'
VERT: 1"=10' AS -BUILT SURVEY BY:
W.E. Coates Surveying AS-BUILT
Wade E Coates, PLS #42684,
L ORIGINAL PLANS STAMPED B,:
RKI V HERMES ON:6/9/11 Redline Plans Stamped on 511612012
IO
PE /12636
1 ADDED AS -BUILT INFO, REMOVED OLD DESIGN INFO, DWC 9-10-12 DWCcYE°'E' wmru: ruw 19m LAKE AVE S /RAINIER AVE S a,E
i -0ENDED -MR APPROVAL xaR¢oxce: wu fe63 /1891 ,� C JUNE 2011
Parametrix RECQht ADDED CB -3.5, CLEANED UP DRAWING, REMOVED CONSiR INF NOTES ofs�m. 1 " =20' �� y} CITY 01
Dyl__Daniel Carey____ Datel_ 6/10(11 R. HERMES RENTON STORM SYSTEM
TE 9MWN:
DYI________________ DOLe'________ K. TAYLOR II- pi6 WCII II DATUiiq ���
101939UP. WASHINGTON'M74 Ai NI LLSW£ - Planning /Building�Public Works Dept. PLAN AND PROFILE C1
10193OP.WASUE SE.SN 983]4 3y- ________________ Date+________ a
TTW253.66�N.66W .53.6M 6799 Byl _ Stl1E AxpppgCLY
_____ Date1________ N0. REVISION BY DATE APPR
STA 10 +00 TO STA 13 +50
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