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SCALE 1 "-20'
CITY BENCH MARK #266
ELEVATION: 247.87 FEET
LOCATION: Intersection of NE 28TH ST
& Jones Ave NE.
DESCRIPTION: 118" copper pin on 5"
dia. round conc. mon.
0.2 feet down in mon. case.
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j CONC --TE
i CONTRACTOR SHALL LOCATE EXISTING SEPTIC l 0 1
i I TANK FOR RECREATION BUILDING AND ABANDON
x BY PUMPING OUT TANK AND FILLING WITH SAND.
CONTRACTOR SHALL THEN CONNECT NEW SIDE \
SEWER TO THE RECREATION BUILDING. i J NOTE: /
aW EXISTING LANDSCAPED AREA, 1 0 "PINE / I
SH PLAY AREA AND SAND BOX Q/
0 TO BE PROTECTED.
i
i 45BEND WITH SURFACE CLEANOUT i " CHERRY TREE MAY. BE
- /
8FIR10"EIR ° 1$
� � � S
" (INCIDENTAL TO SIDE SEWER) � REMO�/ED IF NECESSARY
SIDE SEWER SHALL HAVE A MINIMUM FOR CONSTRUCTION
_ - - - SLOPE OF 2%. i �� \
-
- _ - -- --- -- z NOTE.
1 8 FIR 1 6 FI R i PAY LIMITS FOR C� CONTRACTOR - HALL RELOCATE
1 2' FI R
1 0 "F R i %� v-rWER),l-
_ S
��� SOD RESTORATION � ' '
� � � " .:AND WAT€� TO
- - - - _ _ - A MODA W , MAI�#QLES I
/ 1 M \ L: i
REMOVE EXISTING CHAIN LINK FENCE t LAWN _ 14 FR -1� CHIC --
FABRIC FROM POSTS AND ROLL OUT I I �� - �
OF WAY DURING CONSTRUCTION. �C� 14�'EIR \1 O"EIR > U �r - �� 12"CHERRY 1 O"PINE �� I
CONTRACTOR SHALL REATTACHED FENCE �I R / IL \ i
AFTER CONSTRUCTION. io �� `
/ 1 I"DEC..
1-8 I R X o
„ � \� \ - SSMH #11 �
2 2 F I K x PAY LIMITS FOR SOD RESTORATION
i T i SSMH # 10 /
FIR X , 9
_ _ SDMH#9
�14"FIR 8'-------------------
v 1 i "FIR 8 SDMH #8 -I-ell W - _- - -
x "CLUSTER � � g"�R „� NEW 16 PVC SEWER
/1 Fil E �� EXISTING ASPHALT PARKING LOT C "C h Y NOTE: L_ - - - - - - -
X
- \ TO BE OVERLAYED WITH 2 OF EXISTING GA BASKETBALL COURT SHALL BE
CLASS B ASPHALT REMOVED, SA VE�D AND' PROTECTED FROM DAMAGE. ANY
DAMAGE TO THE COURT SHALL
24"FI R� - - _ �I R 1 �'F I i �� NEW 24" PVC STORM - _ - - - - _� - REQUIRE THE ENTIRE COURT TO - »
14 ,1 6 C H E R RYA \ ' wI'll \� BE REPLACED AT THE CONTRACTORS H DA BENCHMARK B M 9
j 285 - J I EXPENSE. SET A PK NAIL IN EAST ED
CENTERLINE GREEN PAINTEE
THE GRAVEL AREA NORTH OF 1 THE Q
��� -„ ASPHALT _PARKING LOT MAY 9E USED �� , y I --' -' BASKETBALL COURT IN
p,R�Ni - �8 A BY THE CONTRACTOR FORA ONSTRUCTION N
LIONS CLUB PARK
1CITY PARKS - GLE / 1 8 R STAGING AREA: IF THE CONTRACTOR STAGES �� I COURT
PROPERTY / / _ - - - i IN THIS AREA, THEY SHALL CONSTRUCT A TEST B❑ IN ELEVATION = 284.98
TEMPORARY ENTRANCE TO ABFRDEEN AVE NE B-z LAWN
/ Z' x 1 i AND FENCE THE AREA. THIS WORK SHALL BE
CONSIDERED INCIDENTAL. �
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TEST BORING 10 "C RB1
/ x B 8 NOTE- EXISTING ASPHALT PARKING LOT I H
40' ® TO REMAIN OPEN TO PUBLIC I NOTE:
/ Q Iw LIONS PARK AND ITS PARKING LOT SHALL TAKE
CONSTRUCTION THROUGH THE KENNYDALE
PARKING EXCEPT DURING CONSTUCT
r a / / cL�PR�N THROUGH THE PARK. ON o
i PLACE IN THE LAST THREE (3) WEEKS OF
%ice MAP E J \ / " r AUGUST 1998 OR AS APPROVED BY THE ENGINEER.
--------- -- '----------------------------- -
r- --------� ------ /�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-- - 6 "PVC r M - -- - - --- -__ - - -- --- - - - -
i z 6„PVC
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CERTIFICATION
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON
ARE THE RESULT OF A SURVEY MADE BY ME OR UNDER
SDMH #9
NEW 48 SDMH
SDMH #8 N 190482.E N 190481.80
MY DIRECTION. a NEW 48 SDMH RIM = 286.00-286.18 E 1305041.5 � e564:. n
5 e�0 C., ' Z""'"' 'Q" E 1305036.50
23613 ^V IE 1 V S =�? r 256. 1 1 - non �z
N ' 906 0.' 95 190676. RIM = z-8�6r 283.88 RIM = �T284.14
ssIORECSTBR� E zncn"" "" 1305031 IE 16" NW = 257..05 256.21 IE 16" SE _� 257.18 IE 24" SE _ 5✓ 257.13
F.D. RINGEL L.S. 23613 DATE: �4L LA139 RIM = 286.66 286.13 IE 16" N = z''58.16 257.08 IE 24" N =258. !;z257.03
EXPIRES 9/11/ IE 24" S = ""z�;§ 255.86
IE 24" NW = 257.04 255.9E
----- ---- . . -----...................................... ....................
.... TEST B.ORJNG............... . ---- ------------------------------------ . .------------------ -----
TEST BORING : : B-2 �- EXISTING GROUND
B-8 -- - - ----
280
............................................... ........
-------------
APPROX.: BOTTOM
272 0.6%
....... :.... ..... . . . . . ..LF- OF: 24"-C905 PVB. SD. @ $5 .. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - : - - -
280$7 LF OF :16" C905 PVC SS @ $59%
: 272.6 : : 0.6% -
SSMH #10
NEW 48" SSMH
N 190680.3 190680.08
E 1305035 28
SSMH # 11
NEW 48" SSMH
GROUNDWATER LEVEL:
MARCH- 13;'t996---------------------------------------------------------- ----------
194.4 : : 0.6%'
LF OF 24" C905 PVC: SD ® e.5%-
2191. 6 - LF OF 16." C905 PVC -SS @ 0.5%
APPROX. BOTTOM 197.5
ALL WORK: ON THIS SHEET :IS SCHEDULE "A:"
PROFILE SCALE
HORIZ. 1 "=20'
VERT. 1 "=10'
: co
=w = = 270
:w : 260
La
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250
- : 240
230
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