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N 4 N N MON. IN CASE U I r
C� I N 191284.6698 I - �i 1
I s ^ N E 1304026.6393 ' U I z 1 l 'I x� SET RR SPIKE R N NORTHWEST ( / / (r
�/ ( I 11 `� - _s ,w w FACE OF A DYING 12" ALDER
LE. 24 "CONC.(SE)= 229.77 I 1 (/J I (^ j= - ELEVATION = 241.58'
cV /. ( �' u
_ 1 2 ALDER ( l l( 1 I
$ a �� / I I `�'� `� �� ' ~�ti` FILTER FABRIC FEN E SHALL
�... d (/ ^ / I / / c c'1 p - - BE CONSTRUCTED #ND IMAI/4TAINEp
W w ( N �. _ 1 "ALDER E fj
?� � � W CB � / I I / + .,- CITY - OWNED" ALONG DOWNHILL DG 0 CON TRU TI / !'
m= w w FASEMENTS TO PROTE T ETLA D (A D /(
W V RIM = 239.81 i- ! _ _ 4 SLOT 4, WELLS SHORT PLAT
_ u �' r WOODED AREAS.
W LU L I.E. 8' CONC.(SSW)= 238.01 // W / w
W W w / \ I _" ALDER( ti
o ( ! �^ ¢ (
6' �/ / / _ - - _ -\ PLDER i _ z DEFLECT 18" O.D.I HDPE SS/ /
o r \ �. - - - 240 w FROM NARROW TIj li H TO ( /
Z / / / l I_ r - - - - e 09 Q v J TRANSI �ON IF AIOOIEET.((( /7' /
8 Wd / I 1,2 "DEC p'TC9 9 %�(
' Wg W EX SSMH „A" 1 '!�!iF - - - -- /
�- 3 BRIM 242.1 / I / �z _ �} P ( (
W Z H 12 "(E,NW) 10 "MAPLE 1
/ :� - HOUSE
ODe�W INV E 23009 z 2x6 "ALDER
�Z 8 „FIRS - -
J (NV NW 229.99 \ / / I �, I I z c=J .NEW 18" O..1HDPE SEWER
� d 2x8 "HEMLOCK _
N 0 ® ASPHAL % yw x d ANGLE POINT iN ` 5" , �S /ANGLE POINT 1lii
t ® ; / DAVE - 5 anon EAS eNi_ O.D. HDPE SS LINE •- - T F �" - / i 0 "i61R
Z 1n } / / SS G'ARAG ` / c•t N 191191.0907 O. D: HD6E'S� LiNE� ?t
5+9 W ZJ t E- 13039868209- w 192045:606 j L/L / / W/
xb H i / /,`
g Z
LU y F �\� ' CO � / j art - - - ®/
S - •:r ,..;_. -K -. T•.- <,,. -.� .•�.r. +*-. :�. ;,i / / �.. ^STiBORI d/ %i%%
1 ..,,^ /
W _. n ' /y�/ , n / / • / a/ ^', -� =� >- H PLUGS��� _.. - = / ...E S(T B4ORI / /.. / r./ / / / / / LiI/
V J - TRENC / �,
' AGARAGE I EM f
:20' TEUVOwaY 5
n° � of �� �+ /' / / / 5 14 "FIR SUCTION EASEUEN ANGIF POtNNN 28" NEW 8" O.D. HDPE STORM / /// i / 30 FI�
_ w` 0,8. HDPE SS LINE 91JGL/F POIfVT IN 28^ / / j
, / / / _ �l 191191.1139 O.D. HDPb SS LINE
s ` E 1303984.5210 i / / / / / N 1303983 3894 / / 15 /INI j /
z �- E
` CD of /i / j a / I? FIR LAWN ? ��I / o / /X 30 FIR /
8. EDAR -�
DEFLECT NEW
STORM AROUND a� c� X --L- -- X --�-- X -�-- --
d \a / / i
CONTRACTOR TO PROTECT
y ti
E- z / / / N NEW SSMH /2 GARAGE I ADJACENT TO D SEWER
W a / Rv5 TYPE -2 �h 4' MESH�'J'��
A ANDON EXISTING CB 5�',FOOT EASMENT AREA. W (nPICAL) n✓
uE HDA BENCHMARK "BM. 18"
RIM- 243.09 _ _._ _
�E / .5 // 10 / I.E 15'CONC.(SE,NNW)= 234.89 SDMH I SET RR SPIKE IN EAST
�� / FACE OF A 30" FIR
16 gtic, / RIM 42.,,6 ^
11
Ern / // c� „ I E 15 CONC.(E) 235.96 NOTE. ELEVATION 260.81'
a � // \ X S RUB 243si LE 15'C,ONC.(NW) 235.8b SIDE SEWERS SHALL HAVE A MIN.
SLOPE OF 2X FROM 'THE SEWER MAIN NOTE:
12 "(SE,NNW) INV NW 229:88 TO 'THE ADJACENT PROPERTY LINES.
INV SE 230.21 SIDE SEWER STUBS SHALL BE 6 FEET ALL UNDEVELOPED AREAS WHICH ARE •I
u
DEEP AT THE PROPERTY LINE IF POSSIBLE. DISTURBED SHALL BE HYDROSEEDED. SCALE I �� = 2 O
ALL DEVELOPED LAWNS SHALL BE
E1
SSMH 1 RESTORED WITH SOD. CITY BENCH MARK *4266
a
EX. SSMH "B" REMOVE EXISTING MH AND REPLACE ELEVATION. 247.87 FEET
N 191346.5039 WITH NEW 48" MH WITH OUTSIDE LOCATION: Intersection of NE 28TH ST "
E 1303936.9951 DROP
SDMH 2 g Jones Ave NE.
RIM = 243.49 243.51 EIMis "•P44,o 7 NE 'H 191278.70 N �W 48 &1 DESCRIPTION: 28 f .fcopper nc. m .
II 12" NW = ^ _ 220.88 N 464��1 � N 494&BI,idP4.191004 dla.' round wn In mon. SE = fig Oil 230.21 E lE 16" SE _ ___.': 230,11 down in mon. case.
IE 16" SW = *60.00230.91 RIM = to e&243.76 THE CONTRACTOR SHALL PROVIDE IE 24' SE = *'69,16 -2
w IE 16" NW = •05663. 230.11 IE 18 "O.D. S = fSP1.1b 237.09 SHORING PER THE SECTION 7- 08.3(1)B IE 24" N = -moos ► 2
IE 18 SIN
IE 1s" NE _a�-e6 H A- PECUL PROVISIONS. (TYPICAL)
CERTIFICATION
,•
a � �'� �•=0 OF THE S
CB /11 I HEREBY CERTIFY THAT THE HORIZONTAL AND CAL
NEW 46- TYPE -2 SsM SSMH 3 LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON ar
N N +61369,+x191310.88 �N�191284.6698 NEW 48 SSMH ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER
E 0009901.8920 E 1304026.6393 N }97•BB�:•1•jw•P9.19100a:B1 !, MY DIRECTION.
o`
RIM = 243 '' R7M .•a.z.247.17 E �a0a09e- Eese1303947.42 6601*
o \ IE 28 "O. D. S = Yd699238.67 IE 16 NW = Pd0216 M.99 EM16" SE O •P66.B+24LOO �C LMfi
F.D. RINGEL L S. 23613 DATE
i u �y IE EXISTING 15" SE *96x3+ 05 - I
o o _ IE 16' N - *60- * 24839 o0o sA+ /ve
�yx n -c3 IE 24" NW = x;!3 rOO,234.78
.................. :...................£ X.' CB......... ............................... .. ..... .... ....... ... .... ...... .. ........ ..,..,..,,...
N 19lS2b.8 96�
E 1303967.1224 '
a
RIM = 243.09 1
a - ' TES BORING
:........ IE 15" SE _ 234.89. -
a IE 75" NW - 234.89 .. :.... ........:.........:........... ...... .... :.........:.T E .PROP.OSED.HDPE.STORM AND..:'...:....,: ......:............. .....:... .....:.........:.... ... .:.....,..,:.........:...�.7.0, .........
:....
2.x.0 .......:....... T
DPE SANITARY SEWERS ,LINES SHAI;L ;
° HAVE A MINIMUM COVER OF 4 FEET,
AND A MINIMUM SLOPE: OF 0.5X '
FROM } 2.6.0... � .................. AND S 1413 ND SSMH/12'TO SOMHj12' M
m ,
M
:. ........................... ....... .. :.. :........:... :,•.....•.:..2.60 , ,,,,....: ,.,
............ ..... . .
.. TEST BORING
S �.
W TRENCH PLUG HB -1 _ La
:W N 191',185.7205 - �: W
:N TRENCH PLUG XISTIN 0%
E 1303985.7247
(SEE DETAIL SHEET 18). -
2. 5. 0 .......:..................................................................... ...............................
............ ..... N.:.........,.. ..,....;,..2.5..:.........:..,.
. E• 1303985.0902 :... ' ;j'✓ ... �...
-• W (SEE ,DETAIL SHEET 18),
W - _ :_ _ _ - - - - - ,�PPoX - eotTOM �'J ' Uj
-- - - - -r T - • - - 3D4 LF OF 2$" O.D. HDPE SD ROUN WATER : V L U)
a n I i
MIN. 0.5X BETWEEN CB /I1 NpV. 18, 1998 ;
t
rn .... ......:.......�....v.......:... .....:.... ... .:.........:..,..i..........:.. ..AND SDMH.�12 ......... ...... ..�'... ....... .. ...... .... ..:...... ... .... .....,.... ....... ., ,,..,.•. ,4.0,, .........
:.
_ 176.55 LF OF 1 ;
-- 8' O.D. HDPE SS
O ,MIN. D.SX BETWEEN SSMH ;�12 OF. TEST' BORE•
cJ AND.SSMH3 ;
PROFILE SCALE
.... 2.3.0 . ... ................ . .. 2.3...........
- - - ai.11i . , . q
-: LF OF: 16 C905 P.V . .. .
78 O.is SCHEDULE A" WORK ALL .WORK ON THIS` SHEET'' IS: SCHEDULE "A" VERT'. 1 -10 '
-PI- LF OF 16" C905 PVC SS O' 9.+1X, / ;
SCHEDULE °A" WORK *9 LF OF 16" C90, PVC SS Q 4x4* ;
2.2.0 .......:.........:..... _. .. :.........: ........:...... SCHEDULE,�A..WORK.. .1.......... ..:...... ....... ...
:...
o ww�_l� -y4;rl SCHEDULE "C" WORK �.. ..... .......... ............ ................ ..................... .
Z SwP- 17 -s/st SEE 'SHEET 13 S 1 2 2
vX ,.rr
" SCANNED MAR 9 92000 r xa
U, .,. I.
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