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SW 1/4, SE 1/4, SE 1/4, SECTION 10, TWP. 23N., RCE 5-t., WA,
• •- � 1 `: r y rr. ' .,,L{ `, . � J I � I I 1 I ( f I � . , I i
kwi GRADE
i RIM 4•Tda6
F
-`` +' TiDIJRS t 8" l£ m (OIUT) '071.411.
1p� moo
PAD i I I` F i �- -- �` a -- �.. ,
104 * t ',I 1 477. I I t 105 ► °,.106
• � ; y t ► + t + } I t l + + 2 +14. AM RT EX. 12" GONG.
PAD EL + 2 f4 F i i `i PAS Q.. 1 I 1 PAD EZ. r, \ \ \ RIM 4x3 '" � 18 •', I . IE 517.1
- i I ► f, 4{x0 167 I 71.20 III_ +1816 0 : i i + + X94.0 \\ ',�\ 8' IE "1'!�W (IN) 475810 e r =1
1'. 8w IE 47&70
' ', � � , 1 t t + _ , �.. ► I I -; c I + I \ � �-9� (our)
-8 PVC
�-• ' I , I ,��� ` i -� - - - __ - - _ ` _ T _ - - - - - -- __ \\ \ 20_20" STEEL CASING PIPE 1' It ° `. E 12
X. " CONC.
t I I
PAD - - . _ 490 -_� r IE 517.0
476. . ~`- -. _ -.� \ GR -B 0.33 INCH THICK
J - I SBE PROFI 1 \ - - - - - \ \ NOIN --COO TED). CONTRACTOR 70
1 P110 �Z. 1 _ E
_ 1 PAD E.. 1 477 0 a - ~ I \ t ` \ DETERMINE RE !
+ 30 PAD EL I \ QUIRED SIZE AND �r-- r•:
467.5 I I PIPE SUPPORT. PLACE SPACERS i
w ON 7HE SEMERLINt AND FILL THE
+ 6i . Y2 *o!-80 PlWc 8 59 .43 L.Jr'.'�. `� 2 +1 28 L.F. I ` \ ` S,LE£VE N1TH SAND.
y' 6 /E 4T ` J 47� B I I L `I
0 2+ 10 L.F. I ,
RIM -0',�5�.9�4�� �I , +� `
• + 93• 8 1 I -ri w rN0' CHIP
i
A
/ UGC TO EAST
- 1 PAO .. i
�i103 476.0. _ '
8 /E I i l ' r I o l �. UP W
-
;,, P/�L7 EL i 43 I L. F_
467.0 I r SS 300.43 �,
� I I + .67 I �,�,`` r € ! Ste` M � � .„,�j EX. 12 CONC.
\ r « I t: �' , y I , I ► 8 IE 40 (OUT) 47AAB ,� `Y" IE 515.9
1 I I ! _ ; *'1 , 1 I I ' !i IE 479 63 (IN)
4
TRACT L $'AD y
fi. %
` " ►d (IN 476± 4gQ 0 ! i i i i 17 I 8+ 1.03. 3�84 I .� p1 I -
- + («u r,1 i,� t ;PAD EL RIM , 473.8➢ ,; 1
A -� \ �. \ \ 7+ 41B F. l 490.0 8 /E I
102 \ \ Y t , I I \e� (IN) 48A3Q I y y EX. 12 CONC.
luu\ \� �\0+ 44 L.' . ;. �5►. I t I I \ 8 lE AINW& (OUT) 480.28 �,� I �'; IE 515.1
� '� N � ;•'° � �,� AD EL � 49.347 . A�7 EL + ! ,{, � � ..�
7.5 `ti ,gyp 0 I 1 l �8 I
V. \ , I i
r� \ I `
1r
_ ....... .... i t I PAD � { � - .£X....
• I C
\� \ -- I IE 514.9
7+ 12.1 I I
- EXISTING GROUND �\ \ �'`�7 5��2t'� L. F. y?IM I + j 47 %3J I i
8 /E I O 1 4th 4,2 I r cv _ EX ...12 CD1 trC.
- -_ COY TOURS TY➢ `� \ 101*"
7 8" IE I OU y 432 - .......,. _., -
k
IE 514.5
_ -_- ` ('
�.
w .- -� -�
7 +54
6 / 147 I t 2" CONC.
I IE X 513.8
i x 1 t \
r I I t }1 PAD EL ! 109 ► N
t r' .
-- _._...�• *ice % \ 1 ! ,I 1
`�- ,.�,•' 1 r , / 479.5 PAD EL
1 QO* I t r .743.1 3 LF. 1 4W5 N55 2" CONC.
,S % PAD EL, i t ! 6 i lE 1471.5 , , �. I I . I I3.2
�6 I I �� �, r v`° 467.5 r' P �' b I 1 I i t 1! I t # UP W/ TRANSFORMER
P PAD E1. i PAD EL , I i t ► �A76.5 /N t + a I I I I _i - - _ - - -- -- -- -
�� I
459.5 ) 461.0
46.10 r
'TRACT
rr r t i 6 / 4 3. 0
16
1 SfE PROFILE i .� ► �6+ ►r 17" rlr.F 1 i it er \ I
T 27 I H ' rl 16 11468 04 I I t i ► i '� �
t
1+ 35.07, 5.46 R T r �........_ . i r p , 1 i i PAD El. ..
+36 60 L.F. ' RIM W y ti, i... t ;' r i r i i y EX. 12 CONC.
480.21 x......._ :...:' a X75. r r
,.1
IE 454.0 t �, / E _ .. •�--- v-- ---•r- ... j... ........ ' .; � r r 480. 0 � \ . '� I ; . - � '. (I F IE 512.0
.... f t� ...... r r t I I: 1 I F
+35 28 F 6w /E 452.21 (IN) l I , ,,,� _
,
I L• 8 IE 452.04 (OUT) j � ! � 1 I r r � r , r , ► � �'`� 1
IE 456.00 t r r 64+2 1 L.F.
r IEI 4&Z90 i I I r 30" EASEMENT FOR
i \ r i -=-f , ,� # EX. 12 " CONC.
6 458.00 r 1 i r PAD EL r I i 1 r ' -�-- -- 'i `. INGRESS AND EGRESS lE 511.6
•� r I 467.5 r i r �► r r r r � '.I
`mac t i i I 1► 1476.5 a�
t , !r � rr ► y' i r PAD EE.
'�. ., ,....,...... v., ,....._... r 6 7r j 6+
IE 484.00 F U� i
'2 1, r 3 L 6+ 11
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30j L. `i 488.0
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11 MINIMUM TWE r r 8T lEt IN + _ _.l `; _ -:--~ _
SEWER SIVBS AT t I r «187 81 l 4� (OUT +4T , ..• ..� �- E
MANHOLES # I i s? * of i i ,I/ / r �- �/ /r_ _ ��,_- J ( tt
LAI � � � � V ��� I � •`' PAO '` ; s.. � 1l2 � (�' 1 11,x' I � �. � 114 116 I � t���� ', 117 � '" ; I.•'{ J
89 1� t PAD EL ,I I 1 'l i I I I I I
1 +20 15 L.F. + , , p I t r I 477, 1 PAD EL , I PAD EL PAD ELI AD ]PAD EL 1 PAD ELI PAD EL I I PAD E1. PAO EL 1 1 PAD is PAD EL ' PAD
` ► 6 /E 456.50 E' Et. 461.5 n i I I t 'j ► 481.0 t 485.0 486 5 ' P4�Q5 I 492.5 i 1 496.5 49a5 I I 502.5 504:0 t 508.0 508.5 1 512.5 f. 1
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KEY MAP
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Haw AIAO MAW
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NOTE.•
THESE L07S IREQURE SENER EJECTOR PUMPS FOR
BASEMENT POMOER ,r OW. SPEC ARCA 77CWS SHALL
BE PyROWDED DURNG HOW CONS7RUC770N.
NOTE: ALL PROPOSM SAANTARY SEVER MANHOLES
SHALL BE 4800 UNLESS OTHERWSE INDiICA TED.
WX. SEE SEIPARA lE WA TER PLAN SET FOR MIA 7ER
PLAN AND PRCnLE ICI FOWA 7W
AS- CONSTRUCTED PLANS
(SEE SHEET f FOR. STA)EMENT)
02005 TRIAD ASSOCIATES
gi
TRLAD
ASSOCIATES
r+�
12112 115th Ave. NE
Kirkland, WA 98034 -9923
425. 821 -8448
425.821.3481 fax
800. 488.0756 WN free
wwwliodommoorn
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