HomeMy WebLinkAbout0941.93.16MARINE PLYWO
(TYP-)
Ulu
18" MIN.
3' MIN.
IQ* MIN.
18' MIN.
Hl
MARK
POTABLE do NON- POTABLE SYSTEM -150 PSI TEST PRES.
4"
6"
8"
10"
12'
16"
A (90')
1.1
2.6
4.6
7.5
10.4
18.2
B (45')
0.7
1.4
2.5
4.0
5.7
9.3
C 22 1/2')
0.3
0.8
1.
I ROLL CURB
2.9
5.3
1. ABOVE TABLES INDICATES CU. FT. OF CONC. REQUIRED WITH A SOIL PRESSURE
OF 2000 P.S.F. MIN.
2. PLACE PAPER OR PLASTIC BETWEEN FITTING do CONCRETE.
,A
THRUST BLOCK TABLE
NO SCALE
30 "x30" OPENING FOR
"BILCO" ACCESS DOOR
LADDER
FACING STREET
4 1/2" PUMPER NOZZLE
WORD WATER ON COVER -,
HYDRANT TO HAVE BREAK SECTION
OR REMOVABLE BARREL
2 -2 1/2" HOSE NOZZLES
FT.
3'— 0" c1l
NEENAH
4'— 0"
MIN. 8' DIAMETERS STRAIGHT PIPE
I
NORMAL POOL ELEV. = 842.00.
METER
R- 1772 —A
U
GRADED AREAS
I I
0
1022 -3 HD
3" METER
NORMALLY OPEN GATE VALVE
TRAFFIC AREAS
24"
C.I. VALVE BOX
7490 —M1
w
ROLL CURB
LOW POINTS
24"
1
7495 —LH —RH
'
I ROLL CURB
co
I
25"
27"
6489
N
DITCH GRATE
THRUST BLOCK
UNDERGROUND FOR WHICH THERE
10
No.
V--
9' -5"
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
1 -800- 382 -54 GROUND EVIDENCE WAS OBSERVED. THE EXACT
% e
8" BLOCK OR POURED CONC. WALLS
PLAN
6" G.V. TURN LEFT TO OPEN
"BILCO" ACCESS DOOR
METER PIT, PIPING,
(DO NOT BLOCK DRAIN HOLE)
do FRAME TYPE J -2
VALVES do FITTINGS
PRIOR 0
0 S OUTSIDE OF INDIANA
SION `
FURNISHED do INSTALLED
11111111"Iffulum fulum
BY CUSTOMER.
KROGER STORE #J -959 - CARMEL, INDIANA
METER ONLY FURNISHED
LADDER do SET BY THE INDPLS.
CERTIFIED BY:
REVISIONS
PAUL I. CRIPE, INC.
z
g WATER CO.
M.J. BELL
DRAWN BY:
SCNONE
co
' M.J. SLEEVE
io
CLIENT: KROGER
o
CL
-
SHEET:
BRICK
WALL SLEEVE
PIER
11 METER
WALL SLEEVE
�,,>� ���
L-
• LAND SURVEYING
o
8. 25 93
4'-
4'-
Isis
7172 GRAHAM ROAD
INDIANAPOLIS, INDIANA 46250
• ARCHITECTURE
C802
ENG. CHK:
DRFTNG. CHK:
DRAWING TITLE:
STANDARD DETAILS
JOB NUMBER
F DATE
c
317 842 -6777 � LAND PLANNING
� UNDISTURBED EARTH
15"
i
i
GROUT
BENCH
S ='
PRECAST
REINFORCED
CONC.
GROUT
BENCH
I.E.= 840.99
MAIN
LENGTH VARIES
NO BENDS PREFERRED
15" RCP
IF REQ'D. USE 1/8 BEND
WASHED GRAVEL AT WEEP HOLE
our
-
CONCRETE THICKNESS
6, "- UP TO 8' DEPTH
LNOE HYDRANT W/
CHECK VALVE
8 "- UP TO 12' DEPTH
12 "- OVER 12' DEPTH
WA 4
SC ALE
LAKE OUTLET
STRUCTURE
f�TA n
I r--- DRAIN
SECION
METER PIT DETAIL
NO SCALE
SET TOP FLUSH WITH
GROUND OR PVMT.
TYPE
IX
GATE VALVE W/ BOX
NO SCALE
NO SCALE
EJIW
NEENAH
3' -9 1 2"
MIN. 8' DIAMETERS STRAIGHT PIPE
I
(
METER
R- 1772 —A
NORMALLY OPEN GATE VALVE
GRADED AREAS
I I
0
1022 -3 HD
3" METER
NORMALLY OPEN GATE VALVE
TRAFFIC AREAS
24"
24"
7490 —M1
1,
ROLL CURB
LOW POINTS
24"
R
7495 —LH —RH
6' METER `-4
I ROLL CURB
co
I
25"
27"
6489
N
DITCH GRATE
SWALES
UNDERGROUND FOR WHICH THERE
10
No.
9' -5"
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
1 -800- 382 -54 GROUND EVIDENCE WAS OBSERVED. THE EXACT
% e
8" BLOCK OR POURED CONC. WALLS
PLAN
"BILCO" ACCESS DOOR
METER PIT, PIPING,
GROUND LEVEL
do FRAME TYPE J -2
VALVES do FITTINGS
PRIOR 0
0 S OUTSIDE OF INDIANA
SION `
FURNISHED do INSTALLED
11111111"Iffulum fulum
BY CUSTOMER.
KROGER STORE #J -959 - CARMEL, INDIANA
METER ONLY FURNISHED
LADDER do SET BY THE INDPLS.
CERTIFIED BY:
REVISIONS
PAUL I. CRIPE, INC.
z
g WATER CO.
M.J. BELL
DRAWN BY:
SCNONE
co
' M.J. SLEEVE
io
CLIENT: KROGER
o
DWG. TYPE
-
SHEET:
BRICK
WALL SLEEVE
PIER
11 METER
WALL SLEEVE
I r--- DRAIN
SECION
METER PIT DETAIL
NO SCALE
SET TOP FLUSH WITH
GROUND OR PVMT.
TYPE
IX
GATE VALVE W/ BOX
NO SCALE
NO SCALE
EJIW
NEENAH
TYPE
USE
A
B
1022 -1 HD
R- 1772 —A
MANHOLE
GRADED AREAS
24"
24"
1022 -3 HD
R- 1772 —C
MANHOLE
TRAFFIC AREAS
24"
24"
7490 —M1
R- 3501 —N
ROLL CURB
LOW POINTS
24"
24"
7495 —LH —RH
R- 3501 —TL -7R
I ROLL CURB
IFLOW LEFT OR RIGHT
25"
27"
6489
R -4342
DITCH GRATE
SWALES
UNDERGROUND FOR WHICH THERE
10
No.
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
1 -800- 382 -54 GROUND EVIDENCE WAS OBSERVED. THE EXACT
% e
-11 __""M INFORMA -1—I — -.,. .^
PAVEMENT
R/W Line
27.5' FROM BACK OF CU
1' 4'
CON C.
WALK
114" PER 1'
3
1 rMIN.-
TYPICAL FILL AREA
;ONNECTION
3' MIN. )
=CAST CON,
BOX
BENCH
PRECAST SHALLOW INLET
J 1 L JI NO SCALE
R/W do PAVEMENT CURB GRADES SHOWN IN PROFILES
ARE AT THIS POINT
100'
I
R/W
45' BACK TO
BACK OF CURB
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
DIG
27.5 FROM BACK OF
44' PAVEMENT-(FACE
OF CURB
TYPICAL STREET SECTION
4' CO?
WALK
BITUMINOUS I SURFACE
EXISTING GRADE SHONM IN
3 PROFILE IS AT THIS POINT�
2
CON
CURB
I /4• PER 1' (MIN.) \
1/4" PER V (MIN.)
I
1/4' PER 1'
`UNDERDRAIN (TYP)
(SEE DETAIL)
PREPARED SUBGRADE COMPACTED
TO 93% MODIFIED PROCTER
TYPICAL CUT AREA
1 1/2" #11 HAC SURFACE COURSE
3" #9 HAC BINDER COURSE
5" #53 COMPACTED STONE BASE
5" p2 STONE SUBBASE
X
cQ
R/W Line
1
EXISTING GRADE
sEZ
DON'T 'HaI:Y : CAUTION
LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES
DIG
TYPICAL STREET SECTION
SHOWN ON THIS PLAN ARE BASED UPON ABOVE
&N(O
BLIND GROUND EVIDENCE (including, but not limited to,
SCALE CHAIRBACK CURB HAMILTON CO.
( )
manholes, inlets, valves, and marks mode upon
the ground by others) AND ARE SPECULATIVE IN
r���,,',
M P ��'��,
NATURE. OTHER
FUMILTlES TISGNO
UNDERGROUND FOR WHICH THERE
10
No.
ABOVE GROUND EVIDENCE OR FOR WHICH NO ABOVE
1 -800- 382 -54 GROUND EVIDENCE WAS OBSERVED. THE EXACT
% e
CALL TOLL FREE LOCATIONS OF SAID EXISTING UNDERGROUND
1-800-428-52
SANY HOULAND D VERCONSTRUCTION. IFIED BY THE
00
STATE OF
' `910337
PRIOR 0
0 S OUTSIDE OF INDIANA
SION `
11111111"Iffulum fulum
KROGER STORE #J -959 - CARMEL, INDIANA
CERTIFIED BY:
REVISIONS
PAUL I. CRIPE, INC.
• CIVIL ENGINEERING
CONCEPT CHK:
DRAWN BY:
SCNONE
DA
CLIENT: KROGER
DWG. TYPE
FILE NUMBER
SHEET:
�,,>� ���
• LAND SURVEYING
K.M.T.
8. 25 93
Isis
7172 GRAHAM ROAD
INDIANAPOLIS, INDIANA 46250
• ARCHITECTURE
C802
ENG. CHK:
DRFTNG. CHK:
DRAWING TITLE:
STANDARD DETAILS
JOB NUMBER
F DATE
93356-20000
317 842 -6777 � LAND PLANNING