HomeMy WebLinkAbout26 C710 general detailsMCCREARY CONCRETE PRODUCTS, INC. 1000 GALLON COMMERCIAL GREASE/OIL/SEDIMENT
RUSHVILLE & TIPTON, INDIANA Mil INTERCEPTOR H2O LOAD BEARING
765-932-3058 OR 765-675-2657 TRAFFIC RATED
7" HT. 1772 TYPE FRAMES & GREASE TRAP LIDS / HEAVY DUTY
6" CAST -A-SEAL GASKET ' SIDE VIEW
I9 56" 4■ IBAFFLENMENT
6" SDR35 DROP LEG
SEDIMENT HOLDING
COMPARTMENT
GREASE INTERCEPTOR DETAIL
NO SCALE
LIQUID LEVEL
_6" CAST -A -SEAL GASKET
SDR35 DROP LEG
NOTE: CONCRETE APRON AND CASTING SHALL BE
INSTALLED SO THAT THEY DO NOT
CONTACT THE LATERAL OR LATERAL CAP.
NEDUH R-1976 OR EAST JORDAN 1578
NTH SEWER ON CASING
6' PVC CAPS �
36' X 36'
APRON
MINIMUM 1' CLEARANCE FROM TOP OF
CAP TO BOTTOM OF CASTING
TRACER VIRE
6' PVC PIPE
(6' X 6- X 6l TEE—WYE
18 STONE BELOW CONCRETE) - 6' SEWER LATERAL
APRON TO PREVENT CLEANOUT TYPE 2
SETNNG. EXTEND TO
UNDISTURBED EARTH. (HARDSCAPE SURFACES AND ALL OTHER INSTALLATIONS
BEYOND THREE FEET OF BUILDING)
No.
19300219
STATE OF
CLAY TOWNSHIP REGIONAL WASTE DISTRICT
Schneider TYPE 2 CLEANOUT DETAIL
W MN PER SECTION &09 OF THE SOBOIW9OR 0011i ORpNANCE
lox SLOPE
1/2' PREFORMED JOINT RLLER
PREPARED SUBGRADE COMPACTED IN ACCORDANCE
WIN SECTION 207.01 OF STANDARD III SPECS.
SIDEWALK ADJACENT TO CURB
NO SCALE
NORSE BROOM FINISH NIB EDGED
Cu55'A' CONCRETE
6' DEPTH OF CONCRETE TO BE USED ACROSS DRIVES
IF AGGREGATE IS REQUIRED #53 STONE WILD BE USED AT A MINIMUM R 4'
PREFABRICATED CONCRETE PLANKS
24"
(TVP
No.5
REINF.
BARS AT 12" C -C
24"
(TYP.)
i
JOINTS SHALL BE WT
z w
Q
BOTH
WAYS
(TYPICAL)
8"
o
12"
14'-4"
12"
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
A n
�1vmlD lOnrJnoAaL
DATE: \ 09/10/18
RALSED 1/2' To
ALLOW SErnEWENT
INSTALL NPC'S 3IDC0 C-56
JOINT SEALANT AT ALL JOINTS
No.5 REINF. BARS AT 8" C—C
(CONT.) 36" AROUND PERIMETER
OF STRUCTURE (TYPICAL AT WALLS)
STORM STRUCTURE ag DETAIL
NO SCALE
24'
=71M.
CURB AND CUTTER, CONCRETE, TYPE IT
NO SCALE
(TYPICAL IN ALL PUBLIC RIGHT-OF-WAYS)
NOTES INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
CURE ALL EXPOSED SURFACES
CONTRACTOR! OANTG SHALL BE GAINED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH G 1/3' D
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' MAXIMUM ON PAUL OTHERMSE EVERY 16 MAXIMUM. PREFORMED EXPM90N JOINT EVERY 56 MAXIMUM.
ND BACKFIWNG OR COMPACTION MAY OCCUR IT FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER RACING CONCRETE
SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS.
CURB "1 24" CONCRETE CURB & GUTTER DETAIL
NO SCALE
4'
5' MIN.
SHOULDER AREA 5" 1"
RADIUS
USE 4,000 PSI CONCRETE
O1 1 1/2" CONTROL JOINTS 10' 0/C
O2 EXPANSION JOINTS 100' 0/C
CURB "A" 18" CONCRETE CURB & GUTTER DETAIL
5' MIN.
SHOULDER AREA 5" 1
RADIUS
III ��III�� 6' h
USE 4,000 PSI CONCRETE
D=71/2'
81 1/2" CONTROL JOINTS 10' 0/C
EXPANSION JOINTS 100' 0/C
CURB "B" 18" INVERTED CONCRETE CURB & GUTTER DETAIL
NO SCALE
CURB AND CUTTER, CONCRETE, TYPE IN
NO SCALE
(TYPICAL IN ALL PUBLIC RIGHT—OF—WAYS)
NOTES: INTEGRAL CURB III CONCRETE PAVEMENT SHALL BE SIMILAR %APE
CURE ALL EXPOSED SURFACES
CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3' D
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' MAXIMUM ON RANI OTHERMSE EVERY IO' MAXIMUM. PREFORMED EXPANSON JOINT EVERY 50' MAXIMUM.
NO SCULLING OR COMPACTION MAY OCCUR 17 FROM OURS UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
SHALL BE INSTALLED IN ACCORDANCE WIN INDOT STANDARD SPECIFICATIONS.
CURB "G" 24" CONCRETE CURB & GUTTER DETAIL
NO SCALE
5' MIN PER INGOT STANDARD DRAWING EOCI-SOR%-02
15% SLOPE RASED I/Y TG
` Y AUM MTREMENT
I/2' PREFORMED JOINT FILUR
PREPARED SUBGRADE COMPACTED IN ACCORDANCE
WTH SECTION 207 G STANDARD INUOT SPECS,
SIDEWALK ADJACENT TO CURB
NO SCALE
NOTES EDGE AND BROOM FINISH. NO 'PICTURE FRANC HNISNES ALL BE PERMITTED
CUSS 'A' CONCRETE
V DEPTH OF CYNORETE AND 6' COMPACTED AGGREGATE, NO 5I TO FU USED ACROSS DRINKS
IF AGGREGATE IS REQUIRED /SJ STONE WILL. BE USED AT A MINIMUM OF 4'. "YET EXCEPTON OF ACROSS OWKS
NOTE:
0
i
JOINTS SHALL BE WT
z w
Q
O
8"
13'-0"
8"
o
12"
14'-4"
12"
RELEASED FOR CONSTRUCTION
Subject to compliance with all regulations
of State and Local Codes
City of Camel
A n
�1vmlD lOnrJnoAaL
DATE: \ 09/10/18
RALSED 1/2' To
ALLOW SErnEWENT
INSTALL NPC'S 3IDC0 C-56
JOINT SEALANT AT ALL JOINTS
No.5 REINF. BARS AT 8" C—C
(CONT.) 36" AROUND PERIMETER
OF STRUCTURE (TYPICAL AT WALLS)
STORM STRUCTURE ag DETAIL
NO SCALE
24'
=71M.
CURB AND CUTTER, CONCRETE, TYPE IT
NO SCALE
(TYPICAL IN ALL PUBLIC RIGHT-OF-WAYS)
NOTES INTEGRAL CURB WITH CONCRETE PAVEMENT SHALL BE SIMILAR SHAPE
CURE ALL EXPOSED SURFACES
CONTRACTOR! OANTG SHALL BE GAINED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH G 1/3' D
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' MAXIMUM ON PAUL OTHERMSE EVERY 16 MAXIMUM. PREFORMED EXPM90N JOINT EVERY 56 MAXIMUM.
ND BACKFIWNG OR COMPACTION MAY OCCUR IT FROM CURB UNTIL 5 FULL DAYS HAVE PASSED AFTER RACING CONCRETE
SHALL BE INSTALLED IN ACCORDANCE WITH INDOT STANDARD SPECIFICATIONS.
CURB "1 24" CONCRETE CURB & GUTTER DETAIL
NO SCALE
4'
5' MIN.
SHOULDER AREA 5" 1"
RADIUS
USE 4,000 PSI CONCRETE
O1 1 1/2" CONTROL JOINTS 10' 0/C
O2 EXPANSION JOINTS 100' 0/C
CURB "A" 18" CONCRETE CURB & GUTTER DETAIL
5' MIN.
SHOULDER AREA 5" 1
RADIUS
III ��III�� 6' h
USE 4,000 PSI CONCRETE
D=71/2'
81 1/2" CONTROL JOINTS 10' 0/C
EXPANSION JOINTS 100' 0/C
CURB "B" 18" INVERTED CONCRETE CURB & GUTTER DETAIL
NO SCALE
CURB AND CUTTER, CONCRETE, TYPE IN
NO SCALE
(TYPICAL IN ALL PUBLIC RIGHT—OF—WAYS)
NOTES: INTEGRAL CURB III CONCRETE PAVEMENT SHALL BE SIMILAR %APE
CURE ALL EXPOSED SURFACES
CONTRACTION JOINTS SHALL BE SAWED IN CONTINUOUSLY POURED CURBS TO A MINIMUM DEPTH OF 1/3' D
DAMPEN SUBGRADE BEFORE PLACING CONCRETE
CONTROL JOINTS EVERY 5' MAXIMUM ON RANI OTHERMSE EVERY IO' MAXIMUM. PREFORMED EXPANSON JOINT EVERY 50' MAXIMUM.
NO SCULLING OR COMPACTION MAY OCCUR 17 FROM OURS UNTIL 5 FULL DAYS HAVE PASSED AFTER PLACING CONCRETE
SHALL BE INSTALLED IN ACCORDANCE WIN INDOT STANDARD SPECIFICATIONS.
CURB "G" 24" CONCRETE CURB & GUTTER DETAIL
NO SCALE
5' MIN PER INGOT STANDARD DRAWING EOCI-SOR%-02
15% SLOPE RASED I/Y TG
` Y AUM MTREMENT
I/2' PREFORMED JOINT FILUR
PREPARED SUBGRADE COMPACTED IN ACCORDANCE
WTH SECTION 207 G STANDARD INUOT SPECS,
SIDEWALK ADJACENT TO CURB
NO SCALE
NOTES EDGE AND BROOM FINISH. NO 'PICTURE FRANC HNISNES ALL BE PERMITTED
CUSS 'A' CONCRETE
V DEPTH OF CYNORETE AND 6' COMPACTED AGGREGATE, NO 5I TO FU USED ACROSS DRINKS
IF AGGREGATE IS REQUIRED /SJ STONE WILL. BE USED AT A MINIMUM OF 4'. "YET EXCEPTON OF ACROSS OWKS
48' BETAEEN EXPANSION JOINTS (MAX.)
`:P<9 -s rY E `'4��i;H a "' .: § r . .n N`e ., "•y',T",� . ". a:ae M' �'1`
PREPARED SUBGRADE COMPACTED IN ACCORDANCE
WTI SECTION 207 OF STANDARD INGOT SPECS,
Keury:»rM1ffIyn»,rrr.�
NO SCALE
Ni
ELDED AND BROOM DNISHED . NO 'PICTURE FRAME' FINISHES WLL BE PERMITTED
CLASS 'A' CONCRETE
6' DEPTH OF CONCRETE AND 8' COMPACTED AGGREGATE N0. 53 TO BE USED ACROSS DRIVES
IF AGGREGATE IS IRHOUIRED /53 STONE MILL BE USED AT A MINIMUM OF 4', WTH EXCEPTION OF ACROSS DRIVES
5' MIN,
4,000 PSI CONCRETE
O1 1 1/2" CONTROL JOINTS 10. 0/C
4 EXPANSION JOINTS 100' 0/C
CURB "C" 18" CONCRETE CURB & GUTTER DETAIL
5' MIN,
SHOULDER AREA 5" 1
RADIUS
III I •fi, '.
N.
USE 4,000 PSI CONCRETE
1O 1 1/2" CONTROL JOINTS 10' 0/C
O2 EXPANSION JOINTS TOY 0/C
CURB "D" 18" INVERTED CONCRETE CURB & GUTTER DETAIL
6Rall TYPICAL "E" CURB DETAIL
NO SCALE
VERSATILE
CONSTRUCTION
GROUP, LLC,
NOTE:
0
i
JOINTS SHALL BE WT
z w
Q
O
W
o
WIN A JOINTER HAVING A
o
�p
p
RADIUS OF 1/4" AND FILLED
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to
AIH JOINT FILLER.
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M
C/J
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3
1
0
2
b
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WD1H OF WALK OR MAX 6' 0'
$
BETWEEN TRANSVERSE LO
K
48' BETAEEN EXPANSION JOINTS (MAX.)
`:P<9 -s rY E `'4��i;H a "' .: § r . .n N`e ., "•y',T",� . ". a:ae M' �'1`
PREPARED SUBGRADE COMPACTED IN ACCORDANCE
WTI SECTION 207 OF STANDARD INGOT SPECS,
Keury:»rM1ffIyn»,rrr.�
NO SCALE
Ni
ELDED AND BROOM DNISHED . NO 'PICTURE FRAME' FINISHES WLL BE PERMITTED
CLASS 'A' CONCRETE
6' DEPTH OF CONCRETE AND 8' COMPACTED AGGREGATE N0. 53 TO BE USED ACROSS DRIVES
IF AGGREGATE IS IRHOUIRED /53 STONE MILL BE USED AT A MINIMUM OF 4', WTH EXCEPTION OF ACROSS DRIVES
5' MIN,
4,000 PSI CONCRETE
O1 1 1/2" CONTROL JOINTS 10. 0/C
4 EXPANSION JOINTS 100' 0/C
CURB "C" 18" CONCRETE CURB & GUTTER DETAIL
5' MIN,
SHOULDER AREA 5" 1
RADIUS
III I •fi, '.
N.
USE 4,000 PSI CONCRETE
1O 1 1/2" CONTROL JOINTS 10' 0/C
O2 EXPANSION JOINTS TOY 0/C
CURB "D" 18" INVERTED CONCRETE CURB & GUTTER DETAIL
6Rall TYPICAL "E" CURB DETAIL
NO SCALE
VERSATILE
CONSTRUCTION
GROUP, LLC,
0,
Job No.: Date Stamped:
17021 06/15/2017
Drawn By: Checked By: Scale:
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CAD FILE:
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No,
197003
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CERTIFIED BY:
THIS DRAWING IS THE PROPERTY OF
VERSITILE CONSTRUCTION GROUP, LLC. MY
ALTERATION TO THIS DRAWING IS STRICTLY
PROHIBITED WITHOUT THE PRIOR WRIIIEN
CONSENT AND UNDER THE DIRECTION OF
THF PROFESSIONAL LICENSOR WHOSE SEAL
AFFIXED TO THIS DRAWING,
C710
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Job No.: Date Stamped:
17021 06/15/2017
Drawn By: Checked By: Scale:
caw tab
CAD FILE:
c\17021\010 gwei aMatdMg
N`tiQFNcA'AI e i'
No,
197003
O 9
,',777 �lllllll �J"\\\
CERTIFIED BY:
THIS DRAWING IS THE PROPERTY OF
VERSITILE CONSTRUCTION GROUP, LLC. MY
ALTERATION TO THIS DRAWING IS STRICTLY
PROHIBITED WITHOUT THE PRIOR WRIIIEN
CONSENT AND UNDER THE DIRECTION OF
THF PROFESSIONAL LICENSOR WHOSE SEAL
AFFIXED TO THIS DRAWING,
C710