HomeMy Public PortalAbout120 South Ellsworth Avenue - Reconstruction, Project No. 09-90-08-93DIETERICH POST REORDER NO. 103713
LEGEND
CJ CONSTRUCT/ON JOINT
WP WEAKENED PLANE
TC TOP OF CURS
FS FIN/SHED SURFACE
FP- P/N/SHED FLOOR
CB CATCH BASIN
O.C. ON CENTER
EXIST EX/STING
a
•
V
I
f
es.
1
_ Jc
c.✓
0
O
CONSTRUCTION NOTES:
REMOVE AND DISPOSE OFFSITE EXISTING CONCRETE PAVEMENT AND BASE.
PREPARE SUBGRADE AND BASE AND CONSTRUCT 8" CONCRETE PAVEMENT AND
CURBS COMPLETE WITH REINFORCING BARS, CONSTRUCTION JOINTS AND
WEAKENED PLANE JOINTS.
® PREPARE SUBGRADE AND BASE AND CONSTRUCT 4" CONCRETE SIDEWALK.
CONSTRUCTION JOINT (TYP.. )
5AWCUT AND
CONFORM
4 of 14' - 2" - 56' • 8"
6 or 13' - 9" = 82' - 6"
(,c4.33FS)
CONSTRUCTION JOINT AND
WEAKENED PLANE LAYOUT
EXISTING WALL
_ EXIST/NG WALL 2
GARAGE
(/0/ se)
r
J
T
38' - 0"
GRAOE
BREAK
19'- 4"
1�l
(I
56
0
/0/ 63 PS
Geocae
BREAK
(1
28'-7"
EX/ST CB
NOTE: 3275 S0. FT OF CONCRETE TO BE REMOVED. ( 9" TO 10" THICK )
S
139
I
4$
1
EXIST RAMP
-,-/0/87 /cf.
J
041
(1 101
GRAD 9REdK
Yi
EX/ST cS
/('00.92 RM.!)
.a0✓. 7b GRADE
1 6" CURB
r
r
EX/ST/NG ,BU/LL7ING
//00.47 TC )
(/00./e)
/00. 32 F5
LJ
EXISTING UNDERGROUND
ELECTRICAL LINE
( 12" DEEP
13'
6" CURB
EX/STING RETAIN/NG WALL
PLAN
/ 9s
(/00.60 TC )
(/00 25 )
/0/. 32 FS
WATER HYDRANT
( TO REMAIN
/. 9e%
EX/STING
RAMP ,GlO/t/N
m
SO. ELLSWORTH I STREET
e"
,GARS x 24"
04" 0.C.
CGYVC4ETE
PAVEMENT
SEE SPECS.
/00.00 rc (raw)
(9954 FS)
CONFORM
)CK OF NALK
- CONFORM
99.70 7C
9950F5
COMPACTED
SUBGRADE
A
CONSTRUCT/ON JO/NT
CONSTRUCTION JO/NT
(.SEE DETA/L AOCVS )
f
8 "
4 .BARS @ /(0"O. C.
80TH WAYS
3" CLASS 2 AGGREGATE BASE AT 00% RELATIVE COMPACTION
PER STATE STANDARD SPECIFICATIONS
SECT/ON B - B
fEA/CENEO PLANE
SEC T/ON C- C
EXISTING RETA/N/NG /VALL
r 1
1
i
6"
12' - 0"
13'-0
" PREFORMED EXPANSION
2 JOINT FILLER
%¢ "yV/DE X 2 -DEEP SAWCUT
F/LLEO /N/TN SEALANT
NO.4 REBAR of 16" O.C.
(BOTH WAYS)
COMPACTED SUS GRADE
SECTION A - A
6"
0
///'-///-
EX/STING
BU/L DING
1
CONCRETE PAVEMENT 4 /"CONCRETE
- SEE SPECIFICATIONS
3" CLASS 2 AGGREGATE BASE AT 90% RELATIVE COMPACTION
PER STATE STANDARD SPECIFICATIONS
ia..a4a.ww•Idetetel
SURVEYED11.m.117BY
BOOK NO. DATE
DRAWN BY RLG DATE 1 / 91
CHECKED BY JC DATE 1/91
SCALE NOT TO SCALE
PROJECT NO. 09-90-08-93
CASE
2
DRAWER
6
SET
74
SHEET
I
OF