HomeMy WebLinkAboutD-216205i
0
g
a
N / CONCRETE
N N � I �' � BI_tILDING 10" INE �
CONTRACTOR SHALL LOCATE EXISTING SEPTIC -
N 1"=20' I BY PUMPING EOUT TANK AND IFILLINGDWITHNSAND. ll
SCALE I CONTRACTOR SHALL THEN CONNECT NEW SIDE / NOTE: 1 /
Q SEWER TO THE RECREATION BUILDING. I I
jW�
d
zW
W
y Li
W
Z GC
-
W a
L
cc
W
OL Li
0. ,a
B W
te
Qa
W
co CC
0
...
z
W ®
Y
z�
y
Q
Li
�T.�
c o.
0 `+.
sE
O
3
�
Hz
a
W'
a
G E
Lift�fJ
E
�E
c
c
c rn
nom.
s
3
a
9 II'l 1%
._.290.
LAW EXISTING, LANDSCAPED AREA, 10
N PLAY AREA AND SAND BOX
CITY BENCH MARK 1/'266 F R ? p g - - - - � / TO BE PROTECTED.
ELEVATION: 247.87 FEET ^
LOCATION: Intersec})on of NE 28TH ST per' 45' BEND WITH SURFACE CLEANOUT 18" .CHERRY TREE MAD` B ,
& Jones Ave NE. 10 "FI . i REATOVED IF N CESSA Y SAND / T�
' IF ✓ (INCIDENTAL TO SIDE SEWER) /
Q . FOR CONS
CTION
DESCRIPTION: 1/8" copper pin on 5" p �,� SIDE SEWER SHALL HAVE A MINIMUM ' - 1 `•• EP .r _
dia. round coot. moo. - - - - -- - SLOPE OF 2X. �
0.2 feet down In man. case. 1 ? t R �i - II y S�1 / SFF
280
...I ...... ......
270
...... .........
..
LL
260:......... 1
I. : 250: LL
- V
g "FIjC� I- - - - - - - ��G \ z `N SAND L' >
FIR
- - - - ` PAY LIMIT FOR \ QONTRACT LL RELOCATE ,7
- - -SOD REST ATION v -1 2'XMA WRIaNO li E D Q
Y I
10 'FIR, / I - A MODAVWi0! S.
1 �� 11� °MAPL - LAWN
REMOVE EXISTING CHAIN LINK FENCE / / \ J� 14 FiR I / _ 1 \ -1 - SAWN �_� _ - - -\ -
FABRIC FROM POSTS AND ROLL OUT \ /� \- I-�
OF WAY DURING CONSTRUCTION. m / '1 'FI . X10 "FIR ! / \ 12 "CHEP.RY 10 "PINE
CONTRACTOR SHALL REATTACHED FENCE , v / •/ Y,�v�6f I L 'FyR �" ( w `\ \ / SSMH 1/10 \ r - _ - - - - - - - - SSMH 11'
AFTER CONSTRUCTION. l 1 1, v �i� 1$l�IF
J
2 FIR I J�1 �� ).'_� ` �ry x \ \ ( ' SDMH 18 se SDMH -#9 /
1_4" FIR \' �V / NEW 16 VC SEWE� PAY LIMITS FOR SOD R "TORATION �-��- _ 1�,� - �- I �2 " /W�..
3 .R e -- z - - - - -\ _ - - - -- -- - V-� -POW
\ . I2 "FIR 1`a n •. I - 1 / \L., W t I /
5 „( LUSTER �. I, 8 "RIP. �.� \ \ f NOTE: --- - - - - -- J/
\� FIR EXISTING ASPHAL'� PARKING LOT 1 10 "CHER, Y
TO BE OVERLAYED WITH 2" OF BASKETBALL COURT SHALL BE
\ 5 _ _ j CLASS B ASPHALT 1, EXISTING GA f TO w PROTECTED FROM DAMAGE. ANY
y � ( " I AV D AND EA DAMAGE TO THE COURT SHALL
4 °FIR` 6 "FIP. N6W 2d PVC STORM', _ ED, 5. \� REQUIRE THE ENTIRE COURT TO
\ f
'FIR
\ \ \ - REMOVED, BE REPLACED AT THE CONTRACTORS HDA ENCHMARK BM -9°
14", 16 CHERP.Y \ �� - _ - - -- - - -- 7 °` v� EXPENSE. SET A PK NAIL IN EAST ED
THE GRAVEL AREA NORTH OF THE t CENTS LINE GREEN PAINTEC
ASPHALT PARKING LOT AMA BE USED BASKETBALL BASK BALL COURT IN
LD EpRIN S'FtR - -� ��1Y'TI , BY THE CONTRACTOR FOR A'CONSTRUCTIONi I COURT s LIONS CU16 PARK
CITY PARKS-- G - - - I ! STAGES t I _ ELEVA ION' = 284.98'
/I / / \ / / ip IP STAGING •AREA \IF THE AL TRACTOR ST A TEST !2011 �d
' /, AND FENCE THE ARcE T O S WORK SHALL AVE, NE B - LAWN �
PROPERTY _
i IN THIS AREA, THEY SHAL CONSTRUCT
L i i ALL BE
CONSIDERED INCIDEMTAL.� _ ` -
y ,/I I
-- 1 - -- BPIJSH(. /� ice/ I \ TEST BORI G 0 1O C FR ' :
x s 8 N&E� EXISTING ASPHALT PARKING LOT N
5 40' \ ® TO REMAIN OPEN TO PUBLIC - 0: NOTE:
I I lN� Ll \ PARKING EXCEPT DURING CONSTUC ON LIONS PARK AND RTSUPARKIHNC LOT SHALL TAKE
THROUGH THE PARK.
\ 36 "APL ; C
O PLACE IN THE LAST THREE (3) WEEKS OF
� � "MAPLE ` \ � ' PR ENGINEER.
\ _ : � � \ 1 _ - - - AUGUST 1998 OR AS APPROVED BY THE
o
= —_ - —FNA ; —z FM
P - 6 „PVC i ` i; i s 6.,PVC 6 „PV(
W _1 W — -
\ F,
I HERESY CERTIFY THAT THE HORIZONTAL AND VERTICAL f NEWH48 "OSSMH SSMH 11 SDMH /9
LOCATIONS OF +THE TOPOGRAPHIC FEATURES SHOWN HEREON N +98689.3986190800.08 NEW °48 "SSMH
ARE THE RESULT'QF A SURVEY MADE 8YIME OR UNDERI SDMH 8 E 4----- --756- 1305035.28 N x90-11 -Be#�1904E2:8 N X19+ 190481.80
IE i16" S 25irfs 8'
MY OIREC?toN: � RIM ie68e 288. E (3966147 9+z 1305041. E' 0:595049.n45 1305036.50
zeta
SDMH N 1996661.11 190876. j 256.11 RIM '_ 4e595 283.88 RIM = 48��328414
- -
arreett► 1,
1 I IE '16" NW - 45•i -B✓ 256.21.... /E'. 6” SE :- 458614E 257.18 /E 24” SE' - ,25Ar26 257.1.3 :
`: a3B6B14- 65,'ib L "
E 130503
F.D. RINGEL L S. 23813 DATE: RIM = 286:68 286.13 IE 16" N = ese to ' 257.08 IE 24" N ='1 458:+7!-257.03
tt �M /6161 IE 24 S57<+5 25ii!5. IE24" NW. . .98.I'... .. TEST. BORING.... ............... ............................... .............. .....,..... .................�.�.�........
..... .... ............. ... D
TEST BORING '� EXIS -- G J
------------------------------------------ I --- --- - - - - -- - - -- - -- -8 -2-, - - - -- -- - - --------------- ------------------------ ----
--
,�- -- - -- TIN GROUN
- - -- - - -- -- - -1 / :..... ...:.. ......:.........:...
. .................. :.:............. ..............:................
------------------------ - - - - -- . - -- ..... ... .. .................... ........ ............. ; .. 2 8 0
...MAR
GROUNDWATER LEVEL ; W 270
....................... ................. .......................... .:.. .............................. CH °73:'(996'.:.... .
APPROX. : BOTTOM
OF TEST BORE
V)
" 0.6R
:. <:. 4^ C905 PVC: SD' 0 6. 5m : LLi 260
272 0.6R 194 4
. ......................... — — — — — —
' 5 LF.OF:24 :.C9D5 PVC. SD .O Q-5fE _
489,80 LF OF:16" C905 VC SS O $51F
464x66 LF OF 16•" C905 C 5 X _T
272.8 0.8R :APPROX. BOTTOM 1
OF TEST BORE 250
ALL WORK: ON THIS SHEET :I:S SCHEDULE A.
...... ..... .
>�'�
21 sCa490,ity 240
,PROFILE SOLE I .
I
'I I HOIRIZ. ll 1 „ =20'
VERT, 1
- . :. 230
230 ..... ...... ..... .. -
P S 2162 5
Swp -� 7 -sib
i
1
411 CD- 2I6 :or 500"C^4 sD
:,.. ,. .. ,- .. ,.. ,. � . �I ,,, .. . •. . �:' ,:, SCAM w
<m
t I•