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�W W 10" INE 11 SSMH #12 NE 11 16" PVC SEWER \�� Z 0'C I I °w J EET 8
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Z 0 ZI / 1 \ IN I .1 60
;+ I W d = EXISTING LANDSCAPED AREA, 10 "PIN 1 / I SDMH I #10 r n ♦ ♦ /
W 2 W PLAY AREA AND SAND BOX QI // I I ANEW 2-4 •.,PVC STORM -� \` I I k I ti ♦ I I I \ I.E. 6 "PVC(SW)= 275.91
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1� z CONTRACT LL RELOCATE I // /// SOD SHALL BE PER SECTION
N w W > ;�" WA dN I / 8 -02.2 OF THE SPECIA ;. PROVISIONS
N O A�6QMODAr�tcv�vu�`-W
W �;J 1;,5 LAWN REMOVE EJ05�TING CHAIN LINK FENCE
g Z N - - - V - - - - I / AND REPLACE WITH NEW CHAIN LINK FENCE.
10 "PINE / I / NE11!�'2`HAIN LINK F£NC£ SHALL BE PER 8 "Mqp E .I \ I I, o
W____- _ - - - -_ . / // KENNYDALE L10 'S PARK SECTION 9 -16.1 OF THE SPECIAL PROVISIONS. , nva� }
SSMH #I 1 ` P� / / � i Lj 1 - a
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SDMhJ.�'9 / �T NOTEI in I I r I 1
w _ I Sy CONTRACTOR SHALL NOT DISTURB YI ( I 1 W
3 °.., i _ _ 2 W TASEBA INFIELD POl?T10N OF THE
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N O O u E I / 3ASEBALL ( \ I I
z F 3Q---- --- - - --�/ - / - DIAMOND I 1
�+;7 S? COURT SHALL BE I 1 1
N E- �a FROM DAMAGE. ANY 29 LF OF 12" CPE x Ljj ' I
W a THE COURT SHALL 1 I 1 1 1
N \ c SD O 0.86% 1
U 0.i �° = ENTIRE COURT TO HDA ENCHMARK "BM -9" LAWN CB z i 11 1` 14
i; E D AT THE CONTRACTORS
? =v SET A PK NAIL IN EAST EDGE, _
m F CENTE LINE GREEN PAINTED NOTE I _
z \E RIM = 283.23
z = CONSTRUCTION THROUGH THE KENNYDALE L I.E. 4 "PVC E = 281.83 / 11
BASKETBALL BASK %BALL COURT IN LIONS PARK AND ITS PARKING LOT SHALL TAKE O' PL '0
-c ° COURT LIONS CLUB PARK LE. 4 "PVC(jS = 281.43 z
ELEVA ION = 284.98' PLACE IN THE LAST THREE (3) WEEKS OF \ X
iz N AUGUST 1998 OR AS APPROVED BY THE ENGINEER. -
s \ \ CB #36 z CB N2
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-SEE SHE
Q 1 0 -- �7�� I Ali
SCALE 1 =20 NEW CB TYPE-1
CO #26
SDMH #10 � NORTH THROUGH PARK NE 24th ST N 190153.6809
NEW 48 SDMH SSMH 13 E 1304982.0387
z N 190429.8550 CITY BENCH MARK #1837 NEW 48" SSMH WITH OUTSIDE DROP RIM = 284.50
E 1305197.5735 ELEVATION: 317.23 FEET CB 21
RIM = 284.60 1 LOCATION: Intersection of NE 25TH ST NEW CB TYPE -i N 190131.6149 IE 12" E = 278.00
g do Edmonds Ave NE. N 190149.0287 E 1305119.8955 IE 12" N = 278.00
N IE 24° S = 258.79 SSMH #12 DESCRIPTION: 2 -1/2" brass drsa on E 1305114.5873 1 RIM = 281.09
En : IE 16" W = 260.36 CB #36
fE 24" NW = 258.66 EW 48 SOMA- conc. man. 0.4 feet In RIM = 281.00 REMOVE EXISTING CB AND
N 190432.7376 man. case. 1E 12" N = 276.00 ;E 16" N = 260.26 REPLACE WITH NEW CB TYPE -1
= IE 12" E = 273.00
E 1305122.6002 IE 12" S = 276.00 N 190184.9679
RIM = 284.60 0 E 1304981.4845
w IE 16" S = 258.77 CB 22 RIM = 283.23
o IE 16" NW = 258.67 NEW.CB TYPE -1 WITH VANED GRATE o� SDMH {'11 IE 12" 5 280.25
N 190155.9651 NEW 48 SDMH
z v IE 4" E = 281.83
E 1305114.5873 ` m N 190135.5475
0 0 0 a RIM = 280.50 E 1305114.8344
IE 12" S = 276.05 RIM = 281.09 F
2.� 0 ..... . . . ............................... ...... 1 ........... ............................... IE .12 ". W .= .276.05.. .. ......... 1E.24". W. =. 260.38 ............ 290
:.. .
IE' 24" N = 260.24
oc : _
o EXISTING GROUND JE 18" £ 276 14 -
------- -- - -- - -- -: if 12" N = 275.78
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x 131 LF OF 12" CPEP SD O 3.02%
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m :..- .z- 7.9:.........: .....:.........:........:.........:......... :.............................. ... .......- ......................- ....- .......
5 LF OF 12" CPEP' SO 0 1 0 %'
� ............. w.. 270
1:1 ;.F OF 12" CPEP SD O 2.0% I LJ.�
82.23 LF OF 24" 290.32 LF OF 24' C905 PVC SO O 0.5% 15.9 4 V S 0.5%
LJ W C905 PVC SD 0 0:5% N 260:
:....2.6 0 . - ...... ............. 218 OS LF OF 16 C90 C SS O 0 5Y (W
2 6 LF C905 PC D®
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.......:..............
- 29 LF OF 16" 0905 PVC.SS O 0 5 %:
� 82.23 LF OF 16" 7.13 �
C905 PVC SS -O 0.5% ;.. V►
W
2. 5.:..,. N ...:.........:....... ..:.........:.........:........ :........ .:.........:.........:......... .:...... ...250:....
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F ALL WORK ON THIS SHEET: IS SCHEDULE "A"
9
240: Z 41 240
................... .... .......... .._... ..................- .....
a PROFILE SCALE
s +�asato G.a HORIZ. 1 "=20'
1: EXPIRES VEIN. 17=10'
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SCANNFD DEC 10 199q
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