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PAY LIMITS FOR SOD RESTORATION
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�0"PANE
1 SSMH # 12
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NEW 16" PVC SEWER
24 PVC STORM
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- - -- _ \
- - - - - - - - ------ ----------------
- - - --------------
2 - 142 " W ------ --PAY-LIMITS FOR SOD RESTORATION
SAND
NOTE: SOD SHALL BE PER SECTION \
CONTRACTOR SHALL RELOCATE /
/� /
; PO�E� ND WATER 8-02.2 OF THE SPECIAL PROVISIONS
"A
ACGOMODAT fEW
_ - I o"PINE K EN NYDALE LIONS N
S PARK
SSMH # 11
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NOTE:
EXISTING LANDSCAPED AREA, 10"PIS
PLAY AREA AND SAND BOX
TO BE PROTECTED.
SAND
W
------ -AWN
- - -- _ \
- - - - - - - - ------ ----------------
- - - --------------
2 - 142 " W ------ --PAY-LIMITS FOR SOD RESTORATION
SAND
NOTE: SOD SHALL BE PER SECTION \
CONTRACTOR SHALL RELOCATE /
/� /
; PO�E� ND WATER 8-02.2 OF THE SPECIAL PROVISIONS
"A
ACGOMODAT fEW
_ - I o"PINE K EN NYDALE LIONS N
S PARK
SSMH # 11
S
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NOTE:
EXISTING LANDSCAPED AREA, 10"PIS
PLAY AREA AND SAND BOX
TO BE PROTECTED.
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COURT SHALL BE
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NEW 48 SDMH
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IE 24" S = 258.79 2 7.70
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IE 24" NW = 258.66 7.60�
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HDA BENCHMARK "BM-9"
SET A PK NAIL IN EAST EDGE,
CENTERLINE GREEN PAINTED
BASKETBALL COURT IN
LIONS CLUB PARK
ELEVATION = 284.98'
L_
Li
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SSMH #12
NEW 48 SSMH
N 190432.7376 190432.16
E ' 051 2 6^^" 1305121 .16
RIM - -0 � j fi$283 97
LAWN
NOTE:
CONSTRUCTION THROUGH THE KENNYDALE
LIONS PARK AND ITS PARKING LOT SHALL TAKE
PLACE IN THE LAST THREE (3) WEEKS OF
AUGUST 1998 OR AS APPROVED BY THE ENGINEER.
SCALE 1 "=205
CITY BENCH MARK # 1837
ELEVATION: 317.23 FEET
LOCATION: Intersection of NE 25TH ST
& Edmonds Ave NE.
DESCRIPTION: 2-112" brass disc on
conc. mon. 0.4 feet in
mon. case.
REMOVE EXISTING CHAIN LINK FENCE �\
AND REPLACE WITH
NEW CHAIN LINK FENCE.
/
NEW CHAIN LINK FENCE SHALL BE PER
8 MAPLE
SECTION 9-16.1 OF
THE SPECIAL PROVISIONS.
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NOTE
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CONTRACTOR
SHALL NOT DISTURB
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THE INFIELD
PORTION OF THE
BASEBALL FIELD.
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BAS E BAEL
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DIAMOND
29 LF OF 12" CPE P_\
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SD @ 0.86/
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CB
RIM=283.23
I.E. 4"PVC(E) 281 .83
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E. 4"PVC (S) 281 .43
0 / PL
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136 I CB #26
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SHEET' I
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NORTH THROUGH PARK
CB 4121
NEW CB TYPE-1
N f 96149.62 190149.38
E i 5i i 4.5 13051 14.23
RIM = 281.00 280.88
IE 12" N = :276.ee 276.74
IE 12" S = 276.ee 276.67
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IE 16" S = 258.77 257.65 CB 22
IE 16" NW = 258.67 257.55 NEW CB TYPE-1 WITH VANED GRATE
N , nn, 5 965- 190155.99
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E 13051 13.72
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RIM = 28e:5B-280.58
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IE 12S = 276.77
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.................
....... ........ - --- ............................
----------- .................... ............................................ IE.12...W..=. 52.76.90...............
--,-_-
EXISTING GROUND
.
-
- - - - -
- -------------------
280*
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......................... .....
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---.� ......... F.F.
NE 24th ST
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21629'Al
CB #26
NEW CB TYPE-1
N ' ^^' G 7 `8^^ 190154.19
E
SSMH # 13
1304981.68
NEW 48" SSMH
WITH OUTSIDE DROP
RIM = 284.50 284.39IE
1
12 E = 2�65
279.99
E14195119.8
113051105.80
IE 12" N = 278.e6
279.87
RIM = 281.09 281.32
IE
16" W = :26e.;3-6
259.22
CB #36
IE
16" N = 60.26
259.42
REMOVE EXISTING CB AND
IE
12" E =
REPLACE
WITH NEW CB TYPE-1
z`'-�3:98-272.72
N
190154.19
IE
E = 259.42
E 1304981.4
" 1304982.20
RIM = no7
�
n�T 282.08
SDMH # 11
IE 12" S
= 28e.2;5 279.95
NEW 48 SDMH
IE 4" E
= 281.63 280.81
N
190139.63
13051 12.17
E 1305114.8344
RIM = 281.e9
281.28
290
----------------
IE-24"-W-=-2
60,36.259.78...................
.........................
IE- 24" N = 260.24
258.78
-
IE- 18" E = 276.14
275.32
IE- 12" N = 2;z5.;zB
274.80
---=--------------------
-----
--------
- 1LF
-3�-
OF 12" CPEP
_SD ®
2
- 132
- -
-
- -
- : : - - - - - 5 LF 0F 12" CPE P_ SD C� 4--8-%
------------- ------------- _ - ------ ----------------------- --- ---- . --- . --- . -- -----------------------................................. .------------------------------------------------- ------...---------------
In 20.6%
i-LF OF 12" CPEP SD 6 2.0
96.5 - - - - - - : : 211.5 - - 0.77% -
62.23 LF OF 24" 289.7 0.676 LF OF 24" C905 PVC SD 0.5
W C905 PVC SD 0.5% - LF OF 24" C905 PVC SD ® 0-5. _
:....260= W = =
...--- -- . ---------------- ------.......----------- -- 1 „-
_ ... _ _ ... -T- LF 6 C905 PVC- SS- a �-- _ ------------------- -
N 82.2-3 LF OF -16" - : : : _ 297.13 LF OF 16_" C905 PVC _ SS @ �� : _ _ _ �g C
211.5 1-.0%
C905 PVC SS: @ 0.4%
z : : W 94.3 0.4%
250= �-'
Ln .......... �.. :...................: :.........:.... = = = = =
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ALL WORK ON THIS SHEET � IS SCHEDULE "A" = : CERTIFICATION
I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL
240- - : : : : _ _ LOCATIONS OF THE TOPOGRAPHIC FEATURES SHOWN HEREON
....................................................ARE-THE-RE-S.U-LT-0I -A-SURVEY- MADE- BY- ME- OR- UNDER ------ .-..
PROFILE SCALE : : : MY DIRECTION.
HORIZ. 1 "=20'
VERT. 1 "= 1 0' F.D. RINGEL L.S. 23613 _DATE:
230: :
rw p -s 7 -1 w wp-2v-.vdz
270
W - -
W -
= 260:
--------------
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9/11/ -
JUL t 7 ?04•
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