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CONTRACTOR SHALL LOCATE EXISTING SEPTIC
TANK FOR RECREATION BUILDING AND ABANDON
BY PUMPING OUT TANK AND FILLING WITH SAND.
SCALE 1 "=20' CONTRACTOR SHALL THEN CONNECT NEW SIDE
SEWER TO THE RECREATION BUILDING. NOTE.
EXISTING LANDSCAPED AREA,
PLAY AREA AND SAND BOX
CITY BENCH MARK #266
ELEVATION: 247.87 FEET TO BE PROTECTED.
LOCATION: Intersection of NE 28TH ST
& Jones Ave NE.
45" BEND WITH SURFACE CLEANOUT i 18" CHERRY TREE MAY, BE
IF S
DESCRIPTION: 1/8" copper pin on 5" (INCIDENTAL TO SIDE SEWER) REMOVED FOR CONSTRUCTIONECESN ARY
dia. round conc. man. SIDE SEWER SHALL HAVE A MINIMUM
0.2 feet down in man. case. i SLOPE OF 2X.
290
280
...........
.2.7.0 .....
:F
260
z :L
250
.....................G
240
......... ..........
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NOTE.
PAY LIA41TS FOR CONTRACTOR SHALL RELOCATE
MD RESTORATION . �,: I ';IaOkYE�y
AND WATER TO
'#EW MANHOLES.
r A)XOMODATEIA,
REMOVE EXISTING CHAIN LINK FENCE
-------- -------- ------------
FABRIC FROM POSTS AND ROLL OUT
OF WAY DURING CONSTRUCTION. CO
CONTRACTOR SHALL REATTACHED FENCE
co
E
AFTER CONSTRUCTION.
PAY LIMITS FOR SOD RESTORATION SSMH #11
SSMH #10
SDMH i fq
- - - - - - - - - - - - - - - - - - - --
A
7
t SDMH
- - - - - --
NEW 16" PVC SEWER
EXISTING ASPHALT PARKING
LOT NOTE. L_ - - -
TO BE OVERLAYED WITH 2" OF EXISTING GATE TO E BASKETBALL COURT SHALL BE
p CLASS 8 ASPHALT PROTECTED FROM DAMAGE. ANY
REMOVED, SA IJD
RESLFT DAMAGE TO THE COURT SHALL
-NEW 24" PVC STORM REQUIRE THE ENTIRE COURT TO
�. � i F`_ 1 :1 "., I - "BM-9"
x I BE REPLACED AT THE CONTRACTORS HDA BENCHMARK
285-- SET A PK NAIL IN EAST ED
EXPENSE.
J_ I,,
Owls- THE GRAVEL AREA NORTH 'OF I THE CENTERLINE GREEN PAINTEE
ASPHALT PARKING LOT MAY A£ USED BASKETBALL COURT IN
BY THE CONTRACTOR FOR A PONSTRUCTION Cl �T
CITY PARKS LIONS CLUB PARK
fn STAGING AREA,, IF THE CON ACTOR STAGES ELEVATION 284.98'
PROPERTY IN THIS AREA, THEY SHALL STRUCT A TEST BORING!
j,
TEMPORARY ENTRANCE TO ABERDEEN AVE NE B -2
AND FENCE THE AREA. THIS ,WORK SHALL BE
CONSIDERED INCIDENTAL.
- - - - - - - i TEST BORING
01 B-8 NOTE. EXISTING ASPHALT PARKING LOT
1115 4 TO REMAIN OPEN TO PUBLIC NOTE.,
LNG OVA PARKING EXCEPT DURING CONSTUCTION CONSTRUCTION THROUGH THE KENNYDALE
THROUGH THE PARK. LIONS PARK AND ITS PARKING LOT SHALL TAKE
PLACE IN THE LAST THREE (3) WEEKS OF
AUGUST 1998 OR AS APPROVED BY THE ENGINEER.
------- ----- -------- - - ------------------------------------- - -' -1- --------
/ ------------------- ----------------------------------------------------------------------------------------
3 PV
CERTIFICATION
SSMH #10
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL NEW 48- SSMH SSMH #11 SDMH #9
LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON L>r N 190680;3989 190680.08 NEW 48" SSMH NEW 48 SDMH ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER SDMH #8 E 1305059-.785 1305035.28 N 190475.66151190482.6 N 19047-2.7191 190481.80
MY DIRECTION. NEW 48- SDMH RIM = 286.90 286.18 E 1305041. E 1305042.7545 1305036.50
23613 N 190680 ',957 IE 16" S = 256.11 RIM = 285 65 283 88 - � 17 - 14
F.D. RINGEL L.S. 23613 DATE. E 13059$4-6626 1305031.
RIM = -28�286.13
EMRES 9/11/ IE 24" S =7- 19255.86
IE 24" NW = 253103t 255.96
.... ..
TEST BORING
B-8- - --------------- -------- ------------
7
----------- ---- -- -- ------
............................................. ------------ -------
APPROX. BOTTOM
OF TEST BORE
272 0.8%
....... .276.55 LF OF - 24" -C905 JV.C. SD- P. -0753.9, .............. ........ -----------
26e.87 LF OF:16" C905 PVC SS @ 0.5
272.6 0.6%
................................
ROLL
IE 16" NW = 257-.e5 256.21
-----------
----------
B-2 EXISTING TING GROUND
- ------- - - - - --
-------- -----------------------------------
1E 16" SE 256- 257.18 IE 24- SE 258..qS 257.17
IE 16 N 256. 161257.0618 \ IE 24" N 258-.4-7-257.03
co
-- -- --------- -- -
-----------------------------
. ....... . .
--------------------- kfARCH, 13; - 1996 ................................................... .. ----------- W- --
194.4 0.6%: V)
203.49 LF OF 24' C905 PVC:SD 0 6.5X_ LLI
--------------- -- ------ --------------- W
2ef.66 LF OF 16. C905 PVC-SS @ 0 V)
I -APPROX. BOTTOM 197.5
OF TEST BORE
-
--------- ---- ----- -- ----------- --------- ---------- -------------- .................... ......... ........... ................
262209.
ALL WORK - ON THIS SHEET JS SCHEDULE "A'
co -w&>
.... ......... --------- ------------------- --------- --------- ----- -- ------------------------------------------------------------- -----------------
2 9.0
...............
280
..............
270
0
............2 .6 ...........
250
. ......... . ........
: 240
------------
.................. ... I * ---
SwNto JUL % 7 2001
6212 5'_
230 -
PROFILE SCALE
HORIZ. 1 "=20'
----------- ------- ---------
VERT. 1"=10'
-----------------
-------------------------
------------------ .................
1,!>2 29
173
034
2 9.0
...............
280
..............
270
0
............2 .6 ...........
250
. ......... . ........
: 240
------------
.................. ... I * ---
SwNto JUL % 7 2001
6212 5'_
230 -