HomeMy WebLinkAboutS-216208N m
Cp -
�
n NOTE.
(14 rn SIDE SEWERS SHALL HAVE A MIN.
SLOPE OF 2% FROM THE SEWER MAIN
TO THE ADJACENT PROPERTY LINES.
LL SIDE SEWER STUBS SHALL BE 6 FEET MON. IN CASE
_ > DEEP AT THE PROPERTY LINE IF POSSIBLE. N 190145.1860
j W �"' D. x I E 1305572.2009
mm v Z II REINSTALL THICKENED ASPHALT BERM .
=� UA EXISTED. ALONG NE 24TH ST WHERE IT PREVIOUSLY NEW 6" SIDE SEWER
(TYPICAL) LAWN <
Q'
UJ H x PLANTER I 0
.� l
n g Z = L�t� \ N w `\\ \ I ` " W W L - > P TER \ w �J\ 6"FI�S g 6 "FIR x x I LAWN
n- 3 I\ - LA�4IV� 8 "FIR o -- -- _ -- _
W UJ IM� 6 IN -LII K FEIN X _ 1 "FIR 1 24NPLE o - - Cp _ _ `\. _ JEkl�N X w X E�X
X X x FEM
Q -� ALA ED A(�EA w w MAP E > > Ld
Q z Lu - W = w 1 0 \�� 16 ".24' MAPLES 3 a L/�� \ \ W
H
ca W n Ss < 0 8 "r
W � ) W
n Z CPEP
LF OF LOX N. 2 TH/ ST.
CB #.23 O SSMH # 17
fs Z� 17 LF OF 12' =, 2 "STW U� ASPHALT MHO s ®TEST 2' TW G v G
AC G _.
"{Lu BORI -, \ p p
N - ®- - SOP}✓. AEtf- - - - P - I . '- - CON WAL \ - -
TV
Y X
.° 18 WN 'FI // -� P.A. LAW �� \ 8 >FIR
N \ 1
N O z o f 2x14." 'I \ t P.A. LAWN
1 z O 3 -- INSTALL THI ENED LAWN W
2 _ _ ASPHALT BEM AT �I SSMH �I -
frl WEST SIDE F
t'V m o NEW CO #2 MON. IN CASE RIM= 312.93 Z
I.E. 8" ±PVC NNE)= 306.13
��j rno C7 N 190141.1967 <I I ,1I<
1 DA BENCHMARK "BM -6" LE. 8 " ±PVC(S= 302.98 I W
E HDA BENCHM, K "BM -7" < Cl) E 1305303.1548 � w
a } < = SE RR SPIKE IN N. w I
z a = a 0 SET RR SPIKE IN N. I i a l Q CL
v m E w < FACE POWER POLE,
U) FACE POWER OLE, a- I S. SIDE N.E. 24TH ST.
gliq �r
ON S. SIDE N E. 24TH ST. Q
" II 130'± W. OF BLAINE AVE. N.E. a 120'± EAST OF BLAINE AV
a� SCALE =20 ELEVATION = 83.44' i \ ELEVATION = 304.11' I __5 I
II U
s CITY BENCH MARK 11837
ELEVATION. 317.23 FEET
s' LOCATION. Intersection of NE 25TH ST
a do Edmonds Ave NE. _
o DESCRIPTION: 2 -112" brass disc on
V cone. Mon. 0.4 feet in
men. case. SCHEDULE "A"
CB 25
NEW CB TYPE -1
z N 190150.4152 ®
SCHEDULE "A" E 1305185.6521
N CB
NEW CB #23 - RIM = 282.50
� <� N 190143.3087
IE 12" S = 277.87 SSMH #17
y Q _ -E 1305185.7612 SCHEDULE "A" NEW 48 SSMH
gj RIM = 282.70 CB 24 N 190140.6571
IE 18 W = 277.50 NEW CB TYPE -1 E 1305566.4457
IE 12„ N = 277.83 N 190123.2004 RIM = 313.36
z SSMH #16 IE 12" E = 304.06
o IE 12" S = 277.83 E 1305186.0747
m RIM = 282.00 IE 12" W = 303.96
z N 190136.5238
o b' IE 12" N = 278.00 E 1305297.4757
K 2 2 V = U
2 .V
-- .320.-' ............... ....:. .................--.... ....:......................... . _. ..12..W .. 2..42 -- ........ - ---- ..... y.. $N .... ..........._....3�0.....
RIM IE 12' E 282 52
sI a�
a
a< a
W 310 :...... " ................ ...... ...
- TEST BORING
>u -
300: eo : F _ 300:
............................ ........... TEST' BORING.:........... .......:.........:..... ....:.......................... ... _ ....;.o ......................... ...... .......... ............................... ...- ----...... ............................... ................. . .....
r
~� �-
W
LLJ BH -1 °3 <� �- ` 265 LF OF 12" PVC W
w 290:
' S �. :CENTERLINE-
: 2 EXISTING.
W 3: �- GROUNDWATER LEVEL W:
W JAN. 15, 1998
_° 280 to : - -�--- N: 280
N
Ti :............ GROUNDWATER LEVE• L: ........o.:.................... PVC SS ® 5. 4f%.......................... ... ...... . ...... ............._ ......... APPROX. BOTTOM.......... - .............................. :...
¢ JAN. 15,1998 174 LF OF 12 ":
r`GGw4y�F9 OF TEST BORE
7 Q w °� ALL WORK ON THIS SHEET IS SCHEDULE "B" EXCEPT
2 / 0 .' ........:....... : ...:. . :......68 LF OF 18" CPEP. SO ® 2.09C �. o STORM: PIP WHICH A 270:
.
.
CB' #23; : 24- .25-AND-ALL T M : P ES.. WH . ` . ARE..
I jrt.,."t
PROFILE SC LE SCHEDULE "A" WORK
sSlorl HORIZ. 1 " =20'
260. :.... -.1. °� :.. :... 260:
VERT 1
.... EXPIRES - ....9..9.... ......... .
z WWP- 27 -JldZ ELEVATION 253.00 F TEST BORE _ 6 O 8
SCANNFO DEC 101999
ROLL 1161, Oil