HomeMy WebLinkAboutD-216207n CO °0 ... .....................
CB 34 NOTE:
- (I7 N: 969.83 NEW CB Y ^-1 � � I.�..� � i � � SIDE SEWERS SHALL HAVE A MIN. ?
280 E $3e4886- 82$.rr1304883.67 N +{19899.55` 189888:65 1 SLOPE OF 2N FROM THE SEWER MAIN w (STING 72" DIA.
RIM = 2e 273.61 '" � HDA BENCHMARK "BM-20"
E - 1304880.]5 B X36 yc C9 #2 _ ti TO THE ADJACENT PROPERTY LINES. WER LIFT STATION
N !E '/2" S' �' 289:92 ' RIM - 468:269.80 . Z - 6 SIDE SEWER STUBS SHALL BE 6 FEET Y ISTING IE 8" E = 263.06 SET RR SPIKE IN N.W.
Y
I IE 12" N = "�2- 270.01 IE 12" S = _65:-35`266.80 = x \', DEEP AT THE PROPERTY LINE IF POSSIBLE. z z W IE 16" W = 262.76 (CORE DRILL MAN OLE) FACE POWER POLE,
® IE 12" N = 065.45 i d S4 LF OF 16" C90" FLL WETWELL WITH CONCRETE ON EAST SIDE OF ABERDEEN AVE.
fZ IE: 12"W 269.96
Li 4YC SS 0 0.5X w 7 J S B AND CHANNEL TO INVERTS.
k -- _j r, OPPOSITE HOUSE #2304
Z Z W 270 . - - 1 " - ELEVATION - 273 14
81 _ STREAM SYSTEM IS TEST -
W - - -- ......
(� - -- - -
__ t z L FT STATIOM SHALL REMAIN IN OPERATION
uT BOR NCz. 1 NEW 6" SIDE SEWER
a: i LL
"B i t �.`' Y (TYPICAL) Ga c� _ �n II �� U TIL NEW DOWN ED
w A D A f ftf,�VED.
ILj 2 u P: ®� -r - - it ® N 1 i j LAS'R! Fw- y LAWN w z w ! w'
a> _� �` I \\
LAWN II vw -' 11 n Il �, a \ ;' w ( ) w LAWN w
O 2 0 3.772 �q� - 1 c z= I h a > w a I i
z _ 2 6 0 : R _, See Below for : I Z < \ - `P >
° o ° Prof7le Contlnuaflon "` PINt �/J O ti / w O tt Z > Z
WW d I a i 1 i _4"'�L/ ° �� u } /' o w �. X o o
w. -6
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t? y „ �_ R'\YEL ' j- - I r F _ -
W Z , t j l � \. ,VE _ / � � � 6 ' ' Jr � CO WALK
CO .R e PROFILE A �T _ _ w - � - _ \ - -- GRAVEL % ( :.e P e wN
v
a Z r MON. N CASE i ! I I ` \ \ W CB ,20� -- CB ,{19 22. -- -- - W '
'� BERDEEN %VE. N.E \ Imo'- PLUG 12"
e$ CB: 17 N 190 35.028 i \ \ \ o -P3 LF OF 12"
ca CC p NEW CB TYPE- i C ' E 1304902.4257 I i I I NEV$ 16" RVC SEWER \ \ \ \ � yl O STORM C7 CPEP O 4-M 2.8X, /
N 189827.8212 NEW CS TYPE -1 _ l
I
a : E 1304882.1134 N 189772.4064 . - - - - - - - - - - - - - - - - - - - - - - - - - - -
RIM. =.see 289..25.....' /; / SSMH 4#5 CB 3,. � W fY W IE .12" E _ 265:sB 2 .13 ...... RIM = 279. Be 270.8 77.50
O IE 12 S = 266 8 26 .06 IE f2" N = .55 86.81 - / S H #12
W �,, IE 12" N = 26� .ee 26 .10: I� % -( � C - _
g zy ? I �� 9 ;:1 / w ' NEW 24 %' "PVC SYORM / / (see pr E A cn _.. _ _
a 270 INSTALL ¢0,L o 8 "1PJ: S .l /�i� , r �'tiJ - "Q - .GRAVEL 1 W
- - --- ---- - -- - -- / / / ; ' / �- / C��` (see raffle "A ") _ ee file "A) CB 18 /
W -- -. -._, -- ------ -- - - -- - .... 5.07d 0 1 �34. 3. 75' LT 6 j I D / S 5� - 1 I Pro / # W
j 41c J//
I STALL SUR EEANOUT I�. / N
E IlTING GRA,
54 LF OF 12 .CPEP O IE OF 81 AT' .0J = 79{92 w
6V-e91-LF OF 12" CPEP 55.5 3.2X G yr / 1 / j / >.
2610 : / / I �,, j / / / LAWN Q i
o w, w /
a ®s 5f� 2 BX '. v I /' EX.',CB cc ( a
0 o z u o ' R,N I= C8 n ° / r - - - - 2 70 -v LAWN
PLO Z y See Above for „ „ i d, n e `' e 12" t� - ^ce:92 CONTRACTOR SHALL MAINTAIN SEINE ' SERVICE �\
Profile' Continuation PROFILE A I Y. w AT ALL TIMES DURING CONSTRUCTIO
a w IE 12 S' = 269.92. >
C) m
3
E-4 ° _ s ? o CB
~" NWN NEP89818 31 o58NEW C'B TYPE =1 n G 1 HDA BENCHMARK BM -8- �1 RE. i COE CE SWl6 268.52 R �4 =?71.1 7
,
a £ REMOVE EXISING CB AND E 1304916:5278 _ SET RR SPIKE' IN N.W. ( I.E. 2'CON('. N f 9.02
RIM - f xfifix 275.29 d FACE POWER POLE, ( ) -=
REPLACE WITH NEW CO TYPE -1 I.E. 12 "CMP E liB.77
�E N 1e9 6-9.51-6-41-9 189863.18 IE 12" E _ 268.77 268.57 ,� AT S.E. CORNER INTERSECTION N ( )
o �N :..E.�3e49t93��6130491.7.11 a ...... IE.12 ". N.._ ABERDEEN AVE. & N.E. 24TH ST. I.E. 12 "CMP(NW)- 2F8.57
a RIM 2;111.222 271.21: s IE 12" IN = 966-29 265.94 ELEVATION 285.60'
ti �I o a�i
IE 8.,.E 68. s2 269.53 ,
IE 12" S .068.69268.4
270
I'
x.......... . ------------------ :.
NOTE'
Qa
.• StF of 12" c6EP SCALE 1"=20'
CB #17, 18, 19, 20 AND 34
AND THEIR' RESPECTIVE PIPES
260: 1.3z EL��TION :31iz3'EET ARE A PART OF SCHEDULE ''A"
......... ..................... :PROFIL'E ,.B,,.........................
LOCATION::` Intersection of NE 25TH ST "
A Edmonds Ave NE.
DESCRIPTION: 2 -112" brass disc on
man. case. 0.4 feet In
Seer, �.f,/y
CB /13
y a - SDMH { 12 SSMH I/ 14 NEW 48 CB TYPE-1
si NEW 148 SDMH ''
N 49f)13P1ei'e 190137.07 NEW 5+ SSMH WITH INSIDE' DROP 48" SSMH 15 N 189826.10
N t9e+ 190132.85 E *3e4e9Prf 4391304896.26
i >C�t.899i 1304900.55 E t3e4998r+5�i- 1304904.22 NEW 48 SSMH RIM = 2aPre9271NG 1
RIM = 286--i-286.83 1 RIM = 4859E 286.51 N I+8988fi�•A638189683.98 /E'12" W = ..264:8 ;1264.38
y IE 24" S = Ss1-52 261.5 E 1t3efe92r3B,91304901.061 IE 12" E 266.89"163.33'
z o IE 24" E = fff. 46261.40 IE 16',S = 26 54- 1261.461, RIM ='4,'�e5271:.66
0
IE 16. E zn6a -442 1.36 r "1 "
IE 18 5 _
_ 166.64 263.29`.
x x B „ IE 16 E 262�8d. 282;59..
= o 0 0 IE 8 N � 127815 IE 24 N - 463911 1262.82
................ . ............................... ........... ........ : :......:....... ..................... is N'- 262.73 265.51
290 IE B' W` 278.15 :.. ...... .... ..: .... :.........:....
----=-------=--------=-
280 ° c :280
�,
F............................. ....... ...... .... `�...�L. ..... .... - ex ....... .. ...... ....•........
° LL - ✓ lST /NG GROUND o ° i c, .
3. a
0] : - - _ __
` 270: W o - -- -- ' 1- • 270
r
................... ......... ......... .........LTA.. .. I.. o......... ;a... o....:... ....... .W......;.........:....
_ 311 0.4X 2
N 166"105 LF OF 24" C905 PVC SD O 8.571f
N
260: - - - =- -- - -
- - - -
. . . ................:...... . ,.:......:......._ .. .
................... ............................... ........ .. .:... .:- 31}49..LF Or 16: C9.5: PVC SS.O:.�-STf ., ...
249 0.472
260
W
0 250:
. ..............::..... ...... ...,....... ................... ....:.:...,........... ................... ............:,................. ...,..••:.........:250...:.....
............ ....... .......... ....... ......: ....:.............
ILI
CERTIFICATION D
e SCHEDULE „A" SCHEDULE „D
I HEREBY, CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OP THE TOPOGRAPHIC FEATURES SHOWN HEREON
ARE THE RESULT OFI A SURVEY MADE :BY ME OR UNDER S" N TE: :240
240 O
MY DIRECTION. .
:.I...'.......... .
................. ........:...:.
�' 1 PROFILE SCALE «r CB' t71,1 18,..15, 2034 PIPES(
AND THEIR RESPECTIVE
F.D.'RINGEL L.S. 23613 DATEL L0{9' HORIZ. V"�::20 n. »
eso role.
UERT. 1 " -10'
ARE A !PART OF SCHEDULE: A
230 a 230
. .
°z s'VVIo -217 --21441
I l'ag 19 ALL lk i�a� 1'I��� s'A42 1B- 1I
?v,,�i.L1 1111.
e.
1
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S- 216207
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SCANNED MAP ''3 0 2000
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