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DRAIN PLAN PAVEMENT ( )
MIN. 12" ONTO 2 "x2" POST NP.
CONC, PAD 6" HYD, BRANCH RISER
NOTE: FIRE HYDRANT SHALL BE SET A
MINIMUM DRIVEWAYOOPENINGSM ALL 125' 25' ELEVATION — PAVED AREAS ELEVATION — GRASS AREAS
7 9! a 7%'
BACKFILL REQ'D
AROUND BASE
150'
DIMENSION "L"
(MINIMUM)
PH- 317.299.7500
FX: 317.291 .5805
6" GATE VALVE
I
SIDE VIEW SHOWING INLET SIDE VIEW SHOWING INLET
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NON -WOVEN FILTER FABRIC
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NON -WOVEN FILTER FABRIC ATTACHED TO ALL SIDES OF BOX.
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LOCAL WATER UTILITY SPECIFICATIONS
13.50"
ANY ANGLE
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2 "x2" INTERIOR REINFORCEMENT 2 "x2" INTERIOR REINFORCEMENT
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AS REQUIRED BY WATER UTILITY
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II -II II -II II -I I I =III I I_ ITI -II
44 GRADE 0 1 % OR =1 it II II IIl lII I- I' O _ =4nOn
CONC. BLOCK AS SHOWN BELOW PAVEMENT o
DRAIN PLAN PAVEMENT ( )
MIN. 12" ONTO 2 "x2" POST NP.
CONC, PAD 6" HYD, BRANCH RISER
NOTE: FIRE HYDRANT SHALL BE SET A
MINIMUM DRIVEWAYOOPENINGSM ALL 125' 25' ELEVATION — PAVED AREAS ELEVATION — GRASS AREAS
7 9! a 7%'
BACKFILL REQ'D
AROUND BASE
MAIN
LINE
DIMENSION "L"
(MINIMUM)
PH- 317.299.7500
FX: 317.291 .5805
6" GATE VALVE
I
SIDE VIEW SHOWING INLET SIDE VIEW SHOWING INLET
(CONSTRUCTION SAME AS ABOVE) (CONSTRUCTION SAME AS ABOVE)
nvv uwL- U1 wr- yr
A RISER AND A TEE
ENCIRCLING
8
36
NON -WOVEN FILTER FABRIC
39
16
NON-WOVEN
ATTACHED TO ALL SIDES
1, STONE SIZE SHALL CONFORM TO ASTM D48
& BARREL
NO SCALE
SIZE X11 (1 1/2- TO 3 1/2- DIA.),
$
X53
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= III = I I 1 I I 1 I I 1 I I 1 I 11=
BOX (NP,)
DRAIN BASIN
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ATTACHED TO ALL SIDES
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AS REQUESTED BY COUNTY /CITY.
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SIDE VIEW — PAVED AREAS SIDE VIEW —GRASS AREAS
I MAIN
ENTRANCE DETAIL
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II -II II -II II -I I I =III I I_ ITI -II
44 GRADE 0 1 % OR =1 it II II IIl lII I- I' O _ =4nOn
CONC. BLOCK AS SHOWN BELOW PAVEMENT o
DRAIN PLAN PAVEMENT ( )
MIN. 12" ONTO 2 "x2" POST NP.
CONC, PAD 6" HYD, BRANCH RISER
NOTE: FIRE HYDRANT SHALL BE SET A
MINIMUM DRIVEWAYOOPENINGSM ALL 125' 25' ELEVATION — PAVED AREAS ELEVATION — GRASS AREAS
7 9! a 7%'
QUALITY: MATERIAL SHALL
CONFORM TO ASTM A48 - CLASS 30B
PAINT: CASTINGS ARE FURNISHED c�
WITH A BLACK PAINT
I
SILT BOX DETAIL
NO SCALE
WATERTIGHT ADAPTORS
AVAILABLE FOR ALL 10" INLINE DRAIN
PLASTIC PIPING SYSTEMS
HINGED GRATE COVER TYPICAL INSTALLATION OF NYLOPLAST PIPE
FOR EASY ACCESS NO SCALE CONSTRUCTION OF
A STRAW BALE BARRIER CROSS— SECTION OF A PROPERLY
1) EXCAVATE THE 2) PLACE AND STAKE INSTALLED STRAW BALE
O O TRENCH STRAW BALES
COMPACTED SOIL TO
® PREVENT PIPING
�,-
I'
�'� 4 STAKED AND
II� � 1
ENTRENCHED
12" CAST IRON GRATE r � %� '� �I II � I�' ''��,;I�I STRAW BALE
NO SCALE FLOW �' BALE
WIDTH BINDING WIRE
EROSION CONTROL BLANKET REQ'D. OR TWINE
NORTH AMERICAN GREEN SC150 OR EQUAL 3) WEDGE LOOSE 4) BACKFILL AND
BLANKET TO BE STAPLED IN PLACE DANDY BAG ® 11 * STRAW BETWEEN COMPACT THE
LO 15' -0" WITH STAPLES AT 2 PER SQUARE YARD. BALES / EXCAVATED SOIL III I I III I III
INSTALLATION AND MAINTENANCE GUIDELINES SEDIMENT
FILTERED
SC -150 EDGE OF BLANKET SHALL LADEN RUNOFF
7'_0" BE ANCHORED IN A 6" DEEP ® ® RUNOFF � � � I � � � �
X 6" WIDE TRENCH. INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN, IF USING OPTIONAL OIL ABSORBENTS; PLACE
EDGE OF BLANKET SHALL ABSORBENT PILLOW IN UNIT, STAND THE GRATE ON END, MOVE THE TOP LIFTING STRAPS OUT OF THE WAY "I
0 BE ANCHORED IN A 6 DEEP P AND P I'I II'II'll„
I'I
X 6" WIDE TRENCH. 4:t MAXIMUM SLOE LACE THE GRATE INTO THE DANDY BAG II SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE
N THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET, /
CD PROPOSED DITCH MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM
N 1-11 1 -I 1- III =1i1-
VARIES EVENT, AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG ®II. IF THE
EDGE E BLANKET SHALL BE ANCHORED IN A CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT,
L 12" DEEP X 6' WIDE TRENCH, LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL
Q OIL ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION, PLAN VIEW
NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED
_o PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE NOTE: 1 ROW OF STRAW PROPER PLACEMENT OF STRAW
2- PROPOSED TYPE AND USE, GRATE
° BALES AT EACH LOCATION BALE BARRIER IN DRAINAGE WAY
°O O
A A
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TYPICAL EROSION CONTROL BLANKET ° ° °o °oo�oo° LIFT STRAPS 0
NO SCALE ° ° °O o =1 B
DANDY BAG @11 0 x — —
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cn DITCH - -
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POINTS "A" SHOULD BE
0 DANDY BAG ®11 o HIGHER THAN POINT "B"
0
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STANDARD FABRIC IS AN
_ ORANGE WOVEN MONOFILAMENT STRAW BALE DETAIL
a�
� NO SCALE
—
�o
��� I � DUMPING STRAP ALLOWS FOR
EASY REMOVAL OF CONTENTS
COMPACTED SOIL
0
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OUTFACE PIPE SLOPE CHECK DITCH CHECK JOINING FENCES
POST NON -WOVEN
FABRIC
Q �0.�
POST FLOW
�° �(���� BACKFILL �-
1 111 I_
COMPACTED SOIL GROUND II1;1
LINE
� � � � III - III -III= III =11111
— � = III =11 III- III =III -III
III1 I I 11 =1 11 =1 11 -I 11=
12" REVETMENT RIP -RAP OVER GEOTEXTILE III =11 III III -III -I III= III =III 11= III =1111
I I L -I 11 =1 -I I1 =111= III -IIII - - -. 11 1 11 I II1
_ 111T 11 -III= EXISTING DTI= III = ICI =111-
- -- - GEOTEXTILE - PIN IN PLACE PER
- SOIL
MANUFACTURER'S RECOMMENDATIONS. 1 =11 'I =III=
r` *DANDY BAG II OR APPROVED EQUAL NON -WOVEN " " BOTTOM OF WHEN JOINING TWO OR MORE TIE THE
CD \—COMPACTED EXTENDS INTO TRENCH END POSTSSTOGETHER WIDTH
FILTER FABRIC X N H DITCH coo SOIL EXISTING NYLON CORDS,
INLET PROTECTION SILT FENCE DETAIL
RIP -RAP DETAIL NO SCALE NO SCALE
a_ NO SCALE
0
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uke
CONSTRUCTION
600 East 96th Street
Suite 100
Indianapolis IN 46240
Phone: 317 808 -6000
Fax: 317 808 -6797
i
WOOLPERT
MAIN
LINE
DIMENSION "L"
(MINIMUM)
PH- 317.299.7500
FX: 317.291 .5805
PROFILE
0
SIDE VIEW SHOWING INLET SIDE VIEW SHOWING INLET
(CONSTRUCTION SAME AS ABOVE) (CONSTRUCTION SAME AS ABOVE)
6"
35"
8
36
12
39
16
42
QUALITY: MATERIAL SHALL
CONFORM TO ASTM A48 - CLASS 30B
PAINT: CASTINGS ARE FURNISHED c�
WITH A BLACK PAINT
I
SILT BOX DETAIL
NO SCALE
WATERTIGHT ADAPTORS
AVAILABLE FOR ALL 10" INLINE DRAIN
PLASTIC PIPING SYSTEMS
HINGED GRATE COVER TYPICAL INSTALLATION OF NYLOPLAST PIPE
FOR EASY ACCESS NO SCALE CONSTRUCTION OF
A STRAW BALE BARRIER CROSS— SECTION OF A PROPERLY
1) EXCAVATE THE 2) PLACE AND STAKE INSTALLED STRAW BALE
O O TRENCH STRAW BALES
COMPACTED SOIL TO
® PREVENT PIPING
�,-
I'
�'� 4 STAKED AND
II� � 1
ENTRENCHED
12" CAST IRON GRATE r � %� '� �I II � I�' ''��,;I�I STRAW BALE
NO SCALE FLOW �' BALE
WIDTH BINDING WIRE
EROSION CONTROL BLANKET REQ'D. OR TWINE
NORTH AMERICAN GREEN SC150 OR EQUAL 3) WEDGE LOOSE 4) BACKFILL AND
BLANKET TO BE STAPLED IN PLACE DANDY BAG ® 11 * STRAW BETWEEN COMPACT THE
LO 15' -0" WITH STAPLES AT 2 PER SQUARE YARD. BALES / EXCAVATED SOIL III I I III I III
INSTALLATION AND MAINTENANCE GUIDELINES SEDIMENT
FILTERED
SC -150 EDGE OF BLANKET SHALL LADEN RUNOFF
7'_0" BE ANCHORED IN A 6" DEEP ® ® RUNOFF � � � I � � � �
X 6" WIDE TRENCH. INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN, IF USING OPTIONAL OIL ABSORBENTS; PLACE
EDGE OF BLANKET SHALL ABSORBENT PILLOW IN UNIT, STAND THE GRATE ON END, MOVE THE TOP LIFTING STRAPS OUT OF THE WAY "I
0 BE ANCHORED IN A 6 DEEP P AND P I'I II'II'll„
I'I
X 6" WIDE TRENCH. 4:t MAXIMUM SLOE LACE THE GRATE INTO THE DANDY BAG II SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE
N THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET, /
CD PROPOSED DITCH MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM
N 1-11 1 -I 1- III =1i1-
VARIES EVENT, AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG ®II. IF THE
EDGE E BLANKET SHALL BE ANCHORED IN A CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT,
L 12" DEEP X 6' WIDE TRENCH, LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL
Q OIL ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION, PLAN VIEW
NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED
_o PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE NOTE: 1 ROW OF STRAW PROPER PLACEMENT OF STRAW
2- PROPOSED TYPE AND USE, GRATE
° BALES AT EACH LOCATION BALE BARRIER IN DRAINAGE WAY
°O O
A A
O
TYPICAL EROSION CONTROL BLANKET ° ° °o °oo�oo° LIFT STRAPS 0
NO SCALE ° ° °O o =1 B
DANDY BAG @11 0 x — —
a —
0 0
r1 �
cn DITCH - -
- I
M
POINTS "A" SHOULD BE
0 DANDY BAG ®11 o HIGHER THAN POINT "B"
0
O
STANDARD FABRIC IS AN
_ ORANGE WOVEN MONOFILAMENT STRAW BALE DETAIL
a�
� NO SCALE
—
�o
��� I � DUMPING STRAP ALLOWS FOR
EASY REMOVAL OF CONTENTS
COMPACTED SOIL
0
U
�4
OUTFACE PIPE SLOPE CHECK DITCH CHECK JOINING FENCES
POST NON -WOVEN
FABRIC
Q �0.�
POST FLOW
�° �(���� BACKFILL �-
1 111 I_
COMPACTED SOIL GROUND II1;1
LINE
� � � � III - III -III= III =11111
— � = III =11 III- III =III -III
III1 I I 11 =1 11 =1 11 -I 11=
12" REVETMENT RIP -RAP OVER GEOTEXTILE III =11 III III -III -I III= III =III 11= III =1111
I I L -I 11 =1 -I I1 =111= III -IIII - - -. 11 1 11 I II1
_ 111T 11 -III= EXISTING DTI= III = ICI =111-
- -- - GEOTEXTILE - PIN IN PLACE PER
- SOIL
MANUFACTURER'S RECOMMENDATIONS. 1 =11 'I =III=
r` *DANDY BAG II OR APPROVED EQUAL NON -WOVEN " " BOTTOM OF WHEN JOINING TWO OR MORE TIE THE
CD \—COMPACTED EXTENDS INTO TRENCH END POSTSSTOGETHER WIDTH
FILTER FABRIC X N H DITCH coo SOIL EXISTING NYLON CORDS,
INLET PROTECTION SILT FENCE DETAIL
RIP -RAP DETAIL NO SCALE NO SCALE
a_ NO SCALE
0
cn
6
-.
uke
CONSTRUCTION
600 East 96th Street
Suite 100
Indianapolis IN 46240
Phone: 317 808 -6000
Fax: 317 808 -6797
i
WOOLPERT
7140 WALDEMAR DRIVE
INDIANAPOLIS, IN 46268
WHEN ARE INLINE DRAINS USED
PH- 317.299.7500
FX: 317.291 .5805
0
FIRE HYDRANT ASSEMBLY
NOTE
O
n
1, STONE SIZE SHALL CONFORM TO ASTM D48
INLINE DRAIN 10" INLINE DRAIN 12" DRAIN BASIN
NO SCALE
SIZE X11 (1 1/2- TO 3 1/2- DIA.),
$
X53
2. PERIODIC 2" STONE TOP DRESSING & WASHING
DRAIN BASIN
W
AS REQUESTED BY COUNTY /CITY.
=111-O
11 =I
TEMPORARY CONSTRUCTION
- III= III -III
1 =1 11 =1 11 -I 11=
- =1�1= ITI ITI= 1�1 =1i1
1 =1�1 =1�1= 11- 1�1 =11-
SIDE VIEW — PAVED AREAS SIDE VIEW —GRASS AREAS
ENTRANCE DETAIL
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NON -WOVEN FILTER FABRIC ATTACHED TO ALL SIDES OF BOX.
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13.50"
ANY ANGLE
SILT BOXES TO BE LOCATED AT EACH CATCH BASIN.
Y
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DRAIN AREA = 623 SQ, INCH
5.0"
uj
m
* DIMENSIONS OF BOX WILL VARY ACCORDING TO
z
GRATE HAS H -20 (HEAVY TRAFFIC)
a
THE SIZE OF INLET AND DEPTH OF BASE.
W
DOT RATING
QUALITY: MATERIAL SHALL
CONFORM TO ASTM A48 - CLASS 30B
PAINT: CASTINGS ARE FURNISHED c�
WITH A BLACK PAINT
I
SILT BOX DETAIL
NO SCALE
WATERTIGHT ADAPTORS
AVAILABLE FOR ALL 10" INLINE DRAIN
PLASTIC PIPING SYSTEMS
HINGED GRATE COVER TYPICAL INSTALLATION OF NYLOPLAST PIPE
FOR EASY ACCESS NO SCALE CONSTRUCTION OF
A STRAW BALE BARRIER CROSS— SECTION OF A PROPERLY
1) EXCAVATE THE 2) PLACE AND STAKE INSTALLED STRAW BALE
O O TRENCH STRAW BALES
COMPACTED SOIL TO
® PREVENT PIPING
�,-
I'
�'� 4 STAKED AND
II� � 1
ENTRENCHED
12" CAST IRON GRATE r � %� '� �I II � I�' ''��,;I�I STRAW BALE
NO SCALE FLOW �' BALE
WIDTH BINDING WIRE
EROSION CONTROL BLANKET REQ'D. OR TWINE
NORTH AMERICAN GREEN SC150 OR EQUAL 3) WEDGE LOOSE 4) BACKFILL AND
BLANKET TO BE STAPLED IN PLACE DANDY BAG ® 11 * STRAW BETWEEN COMPACT THE
LO 15' -0" WITH STAPLES AT 2 PER SQUARE YARD. BALES / EXCAVATED SOIL III I I III I III
INSTALLATION AND MAINTENANCE GUIDELINES SEDIMENT
FILTERED
SC -150 EDGE OF BLANKET SHALL LADEN RUNOFF
7'_0" BE ANCHORED IN A 6" DEEP ® ® RUNOFF � � � I � � � �
X 6" WIDE TRENCH. INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN, IF USING OPTIONAL OIL ABSORBENTS; PLACE
EDGE OF BLANKET SHALL ABSORBENT PILLOW IN UNIT, STAND THE GRATE ON END, MOVE THE TOP LIFTING STRAPS OUT OF THE WAY "I
0 BE ANCHORED IN A 6 DEEP P AND P I'I II'II'll„
I'I
X 6" WIDE TRENCH. 4:t MAXIMUM SLOE LACE THE GRATE INTO THE DANDY BAG II SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE
N THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET, /
CD PROPOSED DITCH MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM
N 1-11 1 -I 1- III =1i1-
VARIES EVENT, AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG ®II. IF THE
EDGE E BLANKET SHALL BE ANCHORED IN A CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT,
L 12" DEEP X 6' WIDE TRENCH, LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL
Q OIL ABSORBENTS; REPLACE ABSORBENT WHEN NEAR SATURATION, PLAN VIEW
NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED
_o PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE NOTE: 1 ROW OF STRAW PROPER PLACEMENT OF STRAW
2- PROPOSED TYPE AND USE, GRATE
° BALES AT EACH LOCATION BALE BARRIER IN DRAINAGE WAY
°O O
A A
O
TYPICAL EROSION CONTROL BLANKET ° ° °o °oo�oo° LIFT STRAPS 0
NO SCALE ° ° °O o =1 B
DANDY BAG @11 0 x — —
a —
0 0
r1 �
cn DITCH - -
- I
M
POINTS "A" SHOULD BE
0 DANDY BAG ®11 o HIGHER THAN POINT "B"
0
O
STANDARD FABRIC IS AN
_ ORANGE WOVEN MONOFILAMENT STRAW BALE DETAIL
a�
� NO SCALE
—
�o
��� I � DUMPING STRAP ALLOWS FOR
EASY REMOVAL OF CONTENTS
COMPACTED SOIL
0
U
�4
OUTFACE PIPE SLOPE CHECK DITCH CHECK JOINING FENCES
POST NON -WOVEN
FABRIC
Q �0.�
POST FLOW
�° �(���� BACKFILL �-
1 111 I_
COMPACTED SOIL GROUND II1;1
LINE
� � � � III - III -III= III =11111
— � = III =11 III- III =III -III
III1 I I 11 =1 11 =1 11 -I 11=
12" REVETMENT RIP -RAP OVER GEOTEXTILE III =11 III III -III -I III= III =III 11= III =1111
I I L -I 11 =1 -I I1 =111= III -IIII - - -. 11 1 11 I II1
_ 111T 11 -III= EXISTING DTI= III = ICI =111-
- -- - GEOTEXTILE - PIN IN PLACE PER
- SOIL
MANUFACTURER'S RECOMMENDATIONS. 1 =11 'I =III=
r` *DANDY BAG II OR APPROVED EQUAL NON -WOVEN " " BOTTOM OF WHEN JOINING TWO OR MORE TIE THE
CD \—COMPACTED EXTENDS INTO TRENCH END POSTSSTOGETHER WIDTH
FILTER FABRIC X N H DITCH coo SOIL EXISTING NYLON CORDS,
INLET PROTECTION SILT FENCE DETAIL
RIP -RAP DETAIL NO SCALE NO SCALE
a_ NO SCALE
0
cn
6
-.
uke
CONSTRUCTION
600 East 96th Street
Suite 100
Indianapolis IN 46240
Phone: 317 808 -6000
Fax: 317 808 -6797
i
WOOLPERT
7140 WALDEMAR DRIVE
INDIANAPOLIS, IN 46268
PH- 317.299.7500
FX: 317.291 .5805
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Duke Realty Job Number:
A/E Job Number:
65367