HomeMy WebLinkAboutS-216205N �� m
N N g N / CONCRETE
/ 1 /
a� BUILDING / 1 1 /
I CONTRACTOR SHALL LOCATE EXISTING SEPTIC L 0" INE
N �' TANK FOR RECREATION BUILDING AND ABANDON \ l
o
SCALE I �� =20'
L O x BY PUMPING OUT TANK AND FILLING WITH SAND. `
CONTRACTOR SHALL THEN CONNECT NEW SIDE l NOTE: 1 /
> W F SEWER TO THE RECREATION BUILDING. LAW EXISTING LANDSCAPED AREA, 10 "PIN
�\ sH PLAY AREA AND SAND BOX Ql
Z W (W�
ELEVATION. 247.87 #266
EET R 288 - - - \ J TO BE PROTECTED.
�y !� LOCATION: Intersection of N£ 28TH ST )_VCl gI
45' SEND WITH SURFACE CLEANOUT - rttr\\�urP.RY TREE MA9�8 /
W W & Jones Ave NE 8 "FIR 10'FIR REMOVED IF N CESS Y
DESCRIPTION: 1 8" co _ _ SIDE SEWER SHALL HAVE A MINIMUM FOR CONS CTI
Q / copper pin on 5" �iV.j (INCIDENTAL TO SIDE SEWER) � t 2 SAND
O - 0.2 round coon. moo. G� SLOPE OF 2 %. I
N _ 0.2 feet down In moo. case. 14 "FIR I - - - -' - Ilk _ - S
SAND
o- 3 " V I �` `i c \\ z N
0
M W 18 FIR 12'IFIR 16' FIR / I^ - - - \ / - - - - _ - - - - - - - ` PAY' LIMIT FOR \ (CONTRACT LL RELOCATE I
III (.1 � � / I / - - _ _SOL REST ATiON ' to 12 �RYANB WA 3 d�
Q Z W REMOVE EXISTING CHAW LINK FENCE > 10 "FIR i I // 1 "MAPL — ` \ AffMODA W S. C // LAWN
J FABRIC FROM POSTS AID ROLL OUT / / ( \ " V 14 iFIR I / o - - 1 ,C:HFRFt'L
�"Q Q OF WAY DURING CONSTRUCTION. CO 1 FI 2,x10 "FIR ) / -- Q 12 "CHERRY 10 "PINE /
® CONTRACTOR SHALL REATTACHED FENCE N / � U � \ SSMH 10 \ _ _ _ _ _ _ _ I
Z AFTER CONSTRUCTION. / / \I"1I� R p i1 \ \\ / ASPHALT \ \ - - - SSMH f/11
t� Z 10'`D iitiiii �FFF �IIf x o \ \
CV CC W 22 "FIR 1 X �) \ \ /
Uj ® Y \GJLj� i - _ _ "F N SDMH Jj8 SDMHi9 /
g Z f \V\ l 4 'FIR S . IR NEW 16 � PVC SEWE �` ! - _ PAY LIMITS FOR SOD R TORATION - -�, - - 1 - - 2-1/2"/
W'
\ - - - -
W \ 12 "FIR FI \ —� =1/2" W �— - - - -- W 8E PQWE� I /
5x7 "CLUSTER \ 6 FIR FIR 10'CHER Y
\ / \ / EXISTING ASPHALT PARKING LOT - NOTE: L - - - - - - _ - -/
N \ O \ - ' 8"
\ TO BE OVERLAYED WITH 2" OF ('3 / w BASKETBALL COURT SHALL BE
\ CLASS B ASPHALT S �1 EXISTING G E 70� PROTECTED FROM DAMAGE. ANY
u \ 24 "FIR\ 6 FIR i 1 1/ REMOVED, SA V D ! E DAMAGE TO THE COURT SHALL
!� 0 o � � \ _ ' FIR 18 FI � �\ EW 24" PVC STORM _ - - - - \ � O REQUIRE THE ENTIRE COURT TO
N o y 14 ",16 "CHERRY \ \ 1 �� -V% \ _ _ ' - - - _ `' HDA ENCHMARK "BM -9°
BE REPLACED AT THE CONTRACTORS
Z Q� 265 a I EXPENSE. SET A PK NAIL IN EAST ED
? o E jt`r� — _ THE GRAVEL AREA NORTH OF THE Q
CENTE LINE GREEN PA NTEC
- C~ 3Q /� INGJ M!— — )ASPHALT PARKING LOT MA BE USED BASKETBALL BASK BALL COURT IN
- �$' FIR
Z ° ' CITY PARK / c�EpR —" — — — \ / BY THE vOY..TRACTOR FOR A bON.STRUCTION w I COURT LIONS- CLUB PARK
W aw PROPERTY // -- - 1B' IR STAGING AREA\IF'THE CO TRACTOR STAGES
N J 1 IN THIS AREA, THEY SHAL CONSTRUCT A TEST BO IN I ELEVA ION = 284.98'
rna V• / i / I TEMPORARY ENTRANCE TO ABERDEEN AVE NE B -2 LAWN �
I S E % / ^ / / i x I AND FENCE THE ARt A T S .WORK SHALL BE �I1
z o o / / �� ! CQNSIOERED INCIDENTAA�.�
d
inn E -- — BRUSH(
TEST Bi G 1 O "C R 3
x \ B -8 \ SH d
NOTE-, EXISTING ASPHALT PARKING LOT I
d0' \ ® / TO REMAIN OPEN TO PUBLIC �- NOTE:
o \ 36 "1 APL I 'MA GEARING E I/ \ \\ 11 THROUGH THE PARK. 3l: CONSTUC ON O LIONS PARK AND ITS UPARKIING LOT SHALL TAKE
"s PLE \ _ �� \ d PLACE IN THE LAST THREE (3) WEEKS OF
- AUGUST 1998 OR AS APPROVED BY THE ENGINEER.
_ -
- - - -- =���- P - - -- 6 "PVC FM �' / = i 6 „PVC FM 6 „PV(
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n SSMH 10
NEW 48” SSMH SSMH 11 SDMH #9
N 190680.3080 i!r
N E 1305050.7857 NEW 48” SSMH 4
SDMH ,f8 RIM = 286.00 N 190475.601?
z E 130504277545
w NEW 48 "" SDMN E 1305047.7$12
° N 190680.1957 IE 16° S = 257.15 RIM = 285.05 RIM = 282.73
oZ rc E 1305044.6626 IE 16" NW = 257.05 IE 24" SE = 258.25 IE _° IE i6" NE= 2588166
s = v RIM = 286.00 IE 24" N = 258.17
IE 24" S = 257.15
....
290 : ............. ......................................................................... .............................IE 24" NW = 257.04
TEST. BORING ................................................. ...............................
TEST BORING 9-2 STING G D ; :....
CC
a B -8 _----------------------------- - - - - -- ------------- - - - - -- ------------------------------------------------------------- - - - - -- -- --
Uj �� EXISTING R011N
I
280 :.........:... - - -- - - -- --- - -- --
280
}: :
m
270:.........:... _.... ......................................
.............
3; 96.. ~
APPROX.: BOTTOM .......................... ............................... MAR T....... ......... ......... ....
GROUNDWATER 270
CH' i3'
: OF TEST -GORE
:W N :
260 ; .........W ........276.55. LF.OF.14" .C9Q5 .P.VC SD..O .Q.SX........ : ......... ......... :' :... . 203.49 LF OF 24;" C905 PVC; SO 0 ( :
........... W 260
— -- -- — W .................... ...:....
280.87 LF QF:16" C905 PVC SS ® 0.5.6 201.66 LF OF 16" C905 PVC SS 0 0.5%:
o W APPROX. BOTTOM ; :
Fn .... 250- W OF TEST BORE
: N...... ........................................ ............................... ,.......................................................................................:.................... ...... :........................ ..................2.....:.....
o � I ZIMy
of� F ALL WORK ON THIS SHEET :IS SCHEDULE "A."
240: :
�e e� vy
.............................
.......
240
ova �
PROFILE SCALE
SSJaan�EN��� HORIZ. 1 " =20' :
23:0 ... - :
VERT, 1 ";-10'
� .. 230
Z wwp a� -�/6i S — 1 2 5J
Cc7 ; c7- 2/6?oS- SCANNED DEC 101999
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