HomeMy WebLinkAboutD-216212a
d
a
i
n
N
�
m
N
I
CL C)%
W CD
>�
0-
Z W
L11 LLJ �>ME (-)
Q � FW-
wr z
WCj_ ry
W
QCD Qci-)
Q
W
iQ Q
r- Z
CN W
w0
Z
(j I--
Ln
Q
W
o°
0 0
wz yE
C C�
3aE
�i a
E-W a
0-4
U �+ �o
�€
�e
E
\°SE7i
c_
4 bI c
ow
a�
S
ip
C
fia
z
w
0
z
o
K
�
�
�
U N
I!,
I
:... 2 9 0
280
270
collcrr l t � I /
CONTRACTOR SHALL LOCATE EXISTING SEPTIC i'II II
I TANK FOR RECREATION BUILDING AND ABANDON. I /�
SCALE 1 ; s =20' I I BY PUMPING OUT TANK AND FILLING WITH SAND.
CONTRACTOR SHALL THEN CONNECT NEW SIDE
i SEWER TO THE RECREATION BUILDING I'- NOTE:
I l: PLAY AREA AND SAND BOX
CITY BEfJCH MARK Ji266 EXISTING LANDSCAPED AREA, 0 F II L
ELEVATION: 247.87 FEET TO BE PROTECTED. /
LOCATION: Intersection of NE 28TH ST ^ / / 1
Jones Ave NE. i i! I' ' 45' BEND WITH SURFACE CLEANOUT i 18" ,CHERRY TREE MAY BL- i •,%/
DESCRIPTION: 1/8" copper p!n on 5 " ��/ (INCIDENTAL TO SIDE SEWER) FOR CONSTRUCTION Y. �F i(J
dla. round coot. moo. I I SIDE SEWER SHALL HAVE A MINIMUM I REMOyEDJfIF NECESSAR / \
0.2 feet down In mon. case. SLOPE OF 2X. (I II I< S
F
260
Z L
250:........:L
240:........:...1
230
.......................
W - ai6r
swp=a� ��da
SAND N i
PAY LIMIT$IFOR CONTRACTOR SHALL RELOCATE \
I �SOD RE- ST O" R AI T IO- N q l l k,7 l �A Rte ND WATER
E
R
TO
� MOD W MANHOLES.
\ , .c
l Q LAWN REMOVE EXISTING CHAIN LINK FENCE (
FABRIC FROM POSTS AND ROLL OUT
I 1 0 1 O I 1 OF WAY DURING CONSTRUCTION.
CONTRACTOR SHALL REATTACHED FENCE
AFTER CONSTRUCTION. ( '
PAY LIMITS FOR SOD ,RESTORATION SSMH yl l
i
/ r,; i SSMH 410 - i y /
SDAi
lJS i f f? \ 8 "I�fZ LS �I �� NEW 16" PVC�$fWER�
-
\ SDMH 8 W I T i I�-�
<��� T I /
_i9I FgR ��TE Y ml NOTE L ---- - - - --GLASS OVERLAYED
ASPHALT WRHl2G OF ` EXSTINQ G TO E I PROTEC TO THEM COURT E. A ` _ ' / - - - - - - - /` ' itt REMOVED, SA I IC r IilE86 I BE REQUIRE THE EN THE OURTRAACTORS
a 11 IZ` � _` t / F 112 1 F 1, \
NEW 24 PVC STORM 1 EXPENSE. SET A!
14 ", 16'CI if k( ?Y Oils / REQUIRE THE AT THE COURT TO ENCHMARK "BM -9"
lA 5 .i - -� i l; IRI'` \ I THE GRAVEL AREA NORTH OF�THE 285'J ( HDA B PK NAIL IN EAST ED
LL�i iBYP HETCONTRACTOR FOR AEONS USED �� � j �l ( 1 I COURT s LION LINE GREEN PAINTEC
BASKETBALL COURT IN
1N �' CLUB PARK
\� �PROPEBTi5 i G/ ` -- I d FjIf1{ STAGING AREA l,. IF THE CONT ACTOR STAGES I
j IN THIS AREA, THEY SHALL L�NSTRUCT A TEST BO ING� ^ ELEVATION = 284.98'
��� TEMPORARY ENTRANCE TO ABERDEEN AVE NE B 2�
x AND FENCE THE AREA, THIS IIVORK SHALL BE
i1
- - `r CONSIDERED INCIDENTAL
�ry t I
TEST BORING
B -e NOTE:, EXISTING ASPHALT PARKING LOT
( �M1j5 40' I ® I TO REMAIN OPEN TO PUBLIC ;1 NOTE:
( 011 j \ PARKING EXCEPT DURING CONSTUCTION I CONSTRUCTION THROUGH THE KENNYDALE
THROUGH THE PARK --
- LIONS PARK AND ITS PARKING LOT SHALL TAKE
C PLACE IN THE LAST THREE (3) WEEKS OF
+ _ n_ AUGUST 1998 OR AS APPROVED BY THE ENGINEER.
z- - - -- ------ -- --- - -- - - -- -- - - - --- - - - --
_ _..
Sr
6 mmot O !-
\ ..
�Z
CERTIFICATION Cy D1Pj SSMH #10
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL Cy4� �� NEW 48" SSMH. SSMH #11 SDMH #9
LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON rs1 N ;-90&81 190680.08 NEW 48" SSMH 4 M
ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER k. t" E - k3968SB�8S� 1305035.28 '
SDMH X18 N i9B4�S68fit190482.6 N ''^ ^ter 9T 190481.80
MY DIRECTION. RIM = 286,00 286.18
N W 4E DMH E " ^,- .�;TM12 1305041. E "__� -�-%�� 1305035.50
23613 !E 16" S = 256.11
N �9968A:�36�- i 90676. RIM = _�- 283.88 RIM = 2821 284.14
!E 16° NW -- 251.65 256.21
F.D. RIivGEL L.S. 23613 DATE: f�. i;,-.� E '�.�6 130503: IE 16" SE = 258. 26257.18 IE 24" SE _ X3257.13
RIM = -286.09- 286.13 IE 16" N = 358:1 -6 257.08 IE 24" N = 258. 17
E1wwES 9/n/ IE 24" S = - "_II 255.86
IE 24" NW = 2531.04 -255.' - ------- ---TEST BORJNG........... ............................ ..........6------ -------- - - - - -- ------ - -- - -- . 2 n
0
..................... ....................... .. ............................... ---- -------- . 9. .....
...
I�B -2 f- EXISTING GROUND
-
- - -- - -- -- - - -- I :................ .........
................ ..... - - -- - - - - --
288:87 LF OF 16 C905 PVC SS O 6.511f
272.6 0.6%
- - -- _ ... Ai 73.- T996 .:......................... ............................... .......
194.4 0.6 %.
=- 9J.49-LF OF 24" C905 PVC:SD O O.SX:
201-66 LF OF 16" C905 PVC - SS O 0.5X:
-APPROX. BOTTOM 197.5
OF TEST BORE
U.1 270
tw,:t .....:.........:..2.6.0........
V)
� .:....... ..:.... ....:..2.5.0..:
�.: ......... :.... _.....2.4.0.
.............
SCANNED JUL C 7 20c
S -2
e
230