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GRANULAR
BACKFILL REQ'D ENTER AN EXISTING LINE BY USE OF THE BEGINNING OF A DRAIN LINE
A RISER AND A TEE
SANDBAGS
AROUND BASE 6" GATE VALVE ��/ ENCIRCLING F. & BARREL { - Ei�I!!1111 =f - '"�" BOX (TYP, }�
MAIN - II�II�IIFII�II ; �II�''
2 "x2" POST (TYP.) NON -WOVEN FILTER FABRIC
NON -WOVEN FILTER FABRIC ATTACHED TO ALL SIDES
ATTACHED TO ALL SIDES
INLET INLET
ij / € I' IPII rlf 1.7`11 I!
- GRADE ® 1% OR AS SHOWN BELOW
CONC. BLOCK
LAP FABRIC
DRAIN A PLAN PAVEMENT-/ MIN, 12" ONTO
� 6" �HYD. 8RANCH RISER PAVEMENT 2 "x2" POST (NP.)
CONC. PAD
NOTE: FIRE HYDRANT SHALL BE SET A
MINIMUM OF 6' FROM ALL
DRIVEWAY OPENINGS 125, 25' ELEVATION — PAVED AREAS ELEVATION — GRASS AREAS
® 1% 0 2%
MAIN
LINE
DIMENSION "L"
(MINIMUM)
150'
5"
o
6
1
9
42
16
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VARIES * VARIES*
1. STONE SIZE SHALL CONFORM TO ASTM D48
SIZE #1 (1 1/2" TO 3 1/2" DIA.),
INLINE DRAIN 10" INLINE DRAIN 12" DRAIN BASIN
1. CHANGE ELEVATION 2, CHANGE DIAMETER 3. CHANGE PIPE 4. CHANGE DIRECTION
J
2 "x2" POST (TYP.) 2 "x2" POST (TYP,)
W
DRAIN BASIN
AS REQUESTED BY COUNTY /CITY.
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NON -WOVEN FILTER FABRIC NON -WOVEN FILTER FABRIC
ENTRANCE DETAIL
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INS
ATTACHED TO ALL SIDES ATTACHED TO ALL SIDES
NO SCALE
-1
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NOTES;
CORRUGATED SMOOTHWALL
INLET INLET
INLET ADAPTORS
HYDRANT SHALL MEET LOCAL FIRE CODES AND
POLY PIPE PVC A.
uj CAN BE PUT ON
NON -WOVEN FILTER FABRIC ATTACHED TO ALL SIDES OF BOX,
LOCAL WATER UTILITY SPECIFICATIONS
13.50"
DRAIN AREA = 62.7 SQ, INCH
w ANY ANGLE
J
2 "x2" INTERIOR REINFORCEMENT 2 "x2" INTERIOR REINFORCEMENT
"L"
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THE SIZE OF INLET AND DEPTH OF BASE.
MIN, OR
a
2'•x2" (TYP,)
AS REQUIRED BY WATER UTILITY
~o 0 ? 6" STONE DEPTH
3 a (MIN)
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CONC, COLLAR
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WHEN ARE DRAIN BASINS USED
PLAN — PAVED AREAS PLAN — GRASS AREAS
VALVE BOX
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THE INLINE DRAIN CAN BE USED TO THE INLINE DRAIN CAN BE USED AT
2 "x2" INTERIOR REINFORCEMENT 2'k2" INTERIOR REINFORCEMENT
GRANULAR
BACKFILL REQ'D ENTER AN EXISTING LINE BY USE OF THE BEGINNING OF A DRAIN LINE
A RISER AND A TEE
SANDBAGS
AROUND BASE 6" GATE VALVE ��/ ENCIRCLING F. & BARREL { - Ei�I!!1111 =f - '"�" BOX (TYP, }�
MAIN - II�II�IIFII�II ; �II�''
2 "x2" POST (TYP.) NON -WOVEN FILTER FABRIC
NON -WOVEN FILTER FABRIC ATTACHED TO ALL SIDES
ATTACHED TO ALL SIDES
INLET INLET
ij / € I' IPII rlf 1.7`11 I!
- GRADE ® 1% OR AS SHOWN BELOW
CONC. BLOCK
LAP FABRIC
DRAIN A PLAN PAVEMENT-/ MIN, 12" ONTO
� 6" �HYD. 8RANCH RISER PAVEMENT 2 "x2" POST (NP.)
CONC. PAD
NOTE: FIRE HYDRANT SHALL BE SET A
MINIMUM OF 6' FROM ALL
DRIVEWAY OPENINGS 125, 25' ELEVATION — PAVED AREAS ELEVATION — GRASS AREAS
® 1% 0 2%
MAIN
LINE
DIMENSION "L"
(MINIMUM)
6
5"
8
6
1
9
42
16
PROFILE SIDE VIEW SHOWING INLET SIDE VIEW SHOWING INLET
(CONSTRUCTION SAME AS ABOVE} (CONSTRUCTION SAME
DOT RATING
I
QUALITY: MATERIAL SHALL
CONFORM TO ASTM A48 - CLASS 30B
L
PAINT: CASTINGS ARE FURNISHED
WITH A BLACK PAINT
7
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
TRENCH STRAW BALES
COMPACTED SOIL TO
® PREVENT PIPING
12" CAST IRON GRATE I
f ���:= 4.. ,i ' I;!'I'!,I, III STAKED AND
�/ ��� f�� I��4 i�� !i' I ENTRENCHED
NO SCALE STRAW BALE
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
�n 15'_0" WITH STAPLES AT 2 PER SQUARE YARD. ( I I II
BALES
00 INSTALLATION AND MAINTENANCE GUIDELINES Ib EXCAVATED SOIL Id
FILTERED
SEDIMENT
_ SC -150 EDGE OF BLANKET SHALL I 4 LADEN RUNOFF
7' -0" BE ANCHORED IN A 6" DEEP 0 RUNOFF I ! II
INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS; PLACE
X 6" WIDE TRENCH. ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY
� EDGE OF BLANKET SHALL �—
® Is�i' a, 1, ®
o BE ANCHORED IN A 6 DEEP �
X 6" WIDE TRENCH. 4:1 MAXIMUM SLOPE AND PLACE THE GRATE INTO THE DANDY BAG 0 11 SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE { I -
N THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. ` 1 y ; p
PROPOSED DITCH �- 11' .: 11 i -� - I = I
o MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM / / !; -� -
EVENT, AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG 011, IF THE -111=111 - -�
VARIES -I 11 - -1 1. - -.I !-
EDGE OF 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.
NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED PLAN VIEW
o PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE GRATE NOTE: 1 ROW OF STRAW PROPER PLACEMENT OF STRAW
p PROPOSED TYPE AND USE. BALES AT EACH LOCATION BALE BARRIER IN DRAINAGE WAY
TYPICAL EROSION CONTROL BLANKET
�C��DOO�, \ LIFT STRAPS o ��1 j' i �,
NO SCALE --
�, DANDY BAG 811 –
? DITCH
m 1TI IT -1i!
POINTS "A" SHOULD BE
o DANDY BAG II °
HIGHER THAN POINT "8"
a_
STANDARD FABRIC IS AN °
ORANGE WOVEN MONOFILAMENT STRAW BALE DETAIL
%% NO SCALE
co DUMPING STRAP ALLOWS FOR
EASY REMOVAL OF CONTENTS
COMPACTED SOIL
0
C_.)
r II SLOPE CHECK DITCH CHECK JOINING FENCES
\ OUTFALL PIPE
POST NON -WOVEN
a�
a �' , — - �— FABRIC
POST %
FLOW
COMPACTED SOIL
BACKFILL !
GROUND
LINEi!I- Iii F`a`il
II qL
12" REVETMENT RIP -RAP OVER GEOTEXTILE - --
lEll =11 11=
II�II II II�II�I ...I ;Ih I I
IIH
-�� PER -11= X11= �.TI =11 EXISTINGT�1 I; 1-
{ GEOTEXTILE - PIN IN PLACE E SOIL
MANUFACTURER'S RECOMMENDATIONS, 6
NON -WOVEN BOTTOM OF
'DANDY BAG II OR APPROVED EQUAL " X 6" TRENCH DITCH WHEN JOINING TWO OR MORE
FILTER FABRIC
SILT FENCES TIE THE TWO
EXTENDS INTO TRENCH END POSTS TOGETHER WITH
Ln
(D COMPACTED SOIL EXISTING NYLON CORDS,
RIP -RAP DETAIL INLET PROTECTION SILT FENCE DETAIL
NO SCALE NO SCALE
NO SCALE
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D uke
CONSTRUCTION
600 East 96th Street
Suite 100
Indianapolis IN 46240
Phone: 317 808 -6000
Fax: (317 ) 808 -6797
Duke Realty Job Number:
TEE WHEN ARE INLINE DRAINS USED
AS ABOVE)
FIRE HYDRANT ASSEMBLY
NOTE:
1. STONE SIZE SHALL CONFORM TO ASTM D48
SIZE #1 (1 1/2" TO 3 1/2" DIA.),
INLINE DRAIN 10" INLINE DRAIN 12" DRAIN BASIN
NO SCALE
2, PERIODIC 2" STONE TOP DRESSING do WASHING
DRAIN BASIN
AS REQUESTED BY COUNTY /CITY.
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I
TEMPORARY CONSTRUCTION
HL�
-' -�' "
! 1= 1;i�I��LI ICI �
! -' �"I "T
SIDE VIEW — PAVED AREAS SIDE VIEW — GRASS AREAS
ENTRANCE DETAIL
z �I Ill I f=1I I -I I'=1 I �
o I fT111,IT
NO SCALE
-1
Q II -
NOTES;
INLET ADAPTORS
uj CAN BE PUT ON
NON -WOVEN FILTER FABRIC ATTACHED TO ALL SIDES OF BOX,
13.50"
DRAIN AREA = 62.7 SQ, INCH
w ANY ANGLE
J
SILT BOXES TO BE LOCATED AT EACH CATCH BASIN,
*DIMENSIONS OF BOX WILL VARY ACCORDING TO
GRATE HAS H -20 (HEAVY TRAFFIC)
Q
THE SIZE OF INLET AND DEPTH OF BASE.
DOT RATING
I
QUALITY: MATERIAL SHALL
CONFORM TO ASTM A48 - CLASS 30B
L
PAINT: CASTINGS ARE FURNISHED
WITH A BLACK PAINT
7
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
TRENCH STRAW BALES
COMPACTED SOIL TO
® PREVENT PIPING
12" CAST IRON GRATE I
f ���:= 4.. ,i ' I;!'I'!,I, III STAKED AND
�/ ��� f�� I��4 i�� !i' I ENTRENCHED
NO SCALE STRAW BALE
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
�n 15'_0" WITH STAPLES AT 2 PER SQUARE YARD. ( I I II
BALES
00 INSTALLATION AND MAINTENANCE GUIDELINES Ib EXCAVATED SOIL Id
FILTERED
SEDIMENT
_ SC -150 EDGE OF BLANKET SHALL I 4 LADEN RUNOFF
7' -0" BE ANCHORED IN A 6" DEEP 0 RUNOFF I ! II
INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS; PLACE
X 6" WIDE TRENCH. ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY
� EDGE OF BLANKET SHALL �—
® Is�i' a, 1, ®
o BE ANCHORED IN A 6 DEEP �
X 6" WIDE TRENCH. 4:1 MAXIMUM SLOPE AND PLACE THE GRATE INTO THE DANDY BAG 0 11 SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE { I -
N THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. ` 1 y ; p
PROPOSED DITCH �- 11' .: 11 i -� - I = I
o MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM / / !; -� -
EVENT, AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG 011, IF THE -111=111 - -�
VARIES -I 11 - -1 1. - -.I !-
EDGE OF 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.
NOTE: ALL EROSION CONTROL BLANKETS SHALL BE INSTALLED PLAN VIEW
o PER MANUFACTURER'S RECOMMENDATIONS BASED ON THE GRATE NOTE: 1 ROW OF STRAW PROPER PLACEMENT OF STRAW
p PROPOSED TYPE AND USE. BALES AT EACH LOCATION BALE BARRIER IN DRAINAGE WAY
TYPICAL EROSION CONTROL BLANKET
�C��DOO�, \ LIFT STRAPS o ��1 j' i �,
NO SCALE --
�, DANDY BAG 811 –
? DITCH
m 1TI IT -1i!
POINTS "A" SHOULD BE
o DANDY BAG II °
HIGHER THAN POINT "8"
a_
STANDARD FABRIC IS AN °
ORANGE WOVEN MONOFILAMENT STRAW BALE DETAIL
%% NO SCALE
co DUMPING STRAP ALLOWS FOR
EASY REMOVAL OF CONTENTS
COMPACTED SOIL
0
C_.)
r II SLOPE CHECK DITCH CHECK JOINING FENCES
\ OUTFALL PIPE
POST NON -WOVEN
a�
a �' , — - �— FABRIC
POST %
FLOW
COMPACTED SOIL
BACKFILL !
GROUND
LINEi!I- Iii F`a`il
II qL
12" REVETMENT RIP -RAP OVER GEOTEXTILE - --
lEll =11 11=
II�II II II�II�I ...I ;Ih I I
IIH
-�� PER -11= X11= �.TI =11 EXISTINGT�1 I; 1-
{ GEOTEXTILE - PIN IN PLACE E SOIL
MANUFACTURER'S RECOMMENDATIONS, 6
NON -WOVEN BOTTOM OF
'DANDY BAG II OR APPROVED EQUAL " X 6" TRENCH DITCH WHEN JOINING TWO OR MORE
FILTER FABRIC
SILT FENCES TIE THE TWO
EXTENDS INTO TRENCH END POSTS TOGETHER WITH
Ln
(D COMPACTED SOIL EXISTING NYLON CORDS,
RIP -RAP DETAIL INLET PROTECTION SILT FENCE DETAIL
NO SCALE NO SCALE
NO SCALE
a
cn
D uke
CONSTRUCTION
600 East 96th Street
Suite 100
Indianapolis IN 46240
Phone: 317 808 -6000
Fax: (317 ) 808 -6797
Duke Realty Job Number: