HomeMy WebLinkAboutCivil Plans 4.8.19 510 9 8 7 6 5 4
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I FLAP
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TYPICAL CURB BOX TYPICAL FLAT RECTANGULAR ROLLED CURB
INLET FILTER INLET FILTER
INSTALLATION'.
1. REMOVE GRATE
2. DROP FLEXSTORM INLET FILTER ONTO
R FLEXSTORM Inlet Filter S fications LOAD BEARING LIP OF CASTING OR
�� CONCRETE STRUCTURE
WOVEN Geotextile SedimentBa 3 ens 2ft vol 3. REPLACE GRATE
Material Property
Test Method
Value(ave)
Grab Tensile
ASTM D4632
255x275
Puncture Strength
ASTM D4833
135lbs
Trapezoidal Tear
ASTM D4533
75lbs
UV Resistance
ASTM D4355
90%
Apo Open Size(AOS)
ASTM D4751
20 sieve
Permiftivity
ASTM D4491
1.51 sec
Water Flow Rate
ASTM D4491
200 pm)sclt
Sediment Removal
ASTM D7351
82%
NOTH:
A)-20' MINIMUM OR FULL WIDTH
BE ENTRANCEIEXIT DRIVE,
WHICHEVER IS GREATER
IPTIONAL)
INSTALLATION
1. REMOVE ALL VEGETATION AND OTHER OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
2, GRADE THE FOUNDATION AND CROWN FOR POSITIVE DRAINAGE.
3. INSTALL A CULVERT PIPE UNDER THE PAD IF NEEDED TO MAINTAIN PROPER PUBLIC ROAD DRAINAGE.
4. IF WET CONDITIONS ARE ANTICIPATED, PLACE GEOTEXTILE FABRIC ON THE GRADED FOUNDATION TO
IMPROVE STABILITY.
5. PLACE AGGREGATE(INDOT CA NO, 2) TO THE DIMENSIONS AND GRADE SHOWN IN THE CONSTRUCTION
PLANS, LEAVING THE SURFACE SMOOTH AND SLOPED FOR DRAINAGE.
6 TOP -DRESS THE DRIVE WITH WASHED AGGREGATE (INDEED CA NO 2)
T WHERE POSSIBLE. DIVERT ALL STORM WATER RUNG FF AN D DRAINAGE FROM THE TEMPORARY
CONSTRUCTION INGRESS/EGRESS PAD TO A SEDIMENT TRAP OR BASIN.
MAINTENANCE
_ INSPECT DAILY.
_ RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL.
TOP -DRESS WITH CLEAN AGGREGATE AS NEEDED.
(� r1 Ul I D AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS.
RELEAJED FOR CDNdTRUCTIDN 3E USED IF THE WATER FROM THE CONSTRUCTION DRIVE CAN BE CONVEYED
ARN
Subject to compliance with all regulations PAGE 22 AND 231N INDIANA STORM WATER QUALITY MANUAL.
of StateaBEBNIIeI tLCB Codes
;ONSTRUCTION INGRESS/EGRESS PAD
City Ot IO ACRES (NO SCALE)
�VT�tmHNWA�
9
DATE: 06/17/19
RYSTEM
TYPICAL ROUND
INLET FILTER
ALL PRODUCTS MANUFACTURED
BY INLET 8 PIPE PROTECTIOR. ING
DISTRIBUTED BY ADS
WAGON INLETFILTERS. DOM
WHEAT OR RAE
PRESS
1 TO IS INCHES
MEET 15 JET SO
1. PERENNIAL SPECIES MAYBE USED ASA TEMPORARY COVER ESPECIALLY IF THEARICTO BE
SEEDED WILL REMAIN IDLE FOR MORE THAN ME YEAR.
2. SELLING DONE OUTSIDE THE OPTIMUM SEEDING DATES INCREASES ME CHANCES OF SEEDING FAILURE . DATES
MAYBE EXTENDED OR SHORTENED BASED ON THE LOCATION ROME PROJECT
SITE WITHR THE STATE.
NOTES
1. MULCH ALONE IS AN ACCEPTABLE TEMPORARY COVER AND MAY BE USED IN LIEU OF TEMPORARY SEEDING, PROVIDEDTHATRIS
APPROPRIATELY ANCHORED.
2 A HIGH POTENTIAL FOR FERTILIZER, SEED AND MULCH TO WASH EXISTS ON STEEP RANKS CUTS ANDINCHANNEISANDAREAS
OF CONCENTRATED FLOW.
SEEDBED PREPARATION
1 MET SOIL TO DETERMINE PH AND NUTGENT LEVELS.
2. ARMY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL MST, IF TESTING IS NOT DONE, APPLY 4 W TO WDPOUNOS PER ACRE
OF 12-12-12 ANALYSIS FERTILIZER. OR EQUIVALENT.
3. WORK THE SOIL AMEN DMENTS INTO THEwPER TWO TO FOUR INCHES OF THE ACT WITH
A DISK OR RAKE OPERATED ACROSS THE SLOPE.
SEEDING
L SELECT A SEED SPECIES GRAN APPROPRIATE SEED MIXTURE AND APPLICATION RATE FROM TABLE 1.
2. APPLY SEED UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING. PLANT OR COVER SEED TO THEDEPTH
SHOWN IN TABLE I.
NOTES
1.IF DRILLING OR BROADCASTING THE SEES. ENSURE GOCOSEED TOSOILCONTACT BY FIRMING THE SEEDBED OATH ARGUER OR
CULTIPACKER AFTER COMPOUND SEEDING OPERATIONS.
2. DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFFECTIVE.
3.IF SEEDING IS DONE WITH A HYDROSEEDER FERTU ET AND MULCH CAN BE APPLIED W FIR THE SEED IN A SLURRY MIXTURE.
3. APPLY MULCH AND ANCHOR T IN PEACE.
MAINTENANCE
1 INSPECT WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EMERY SEVEN CALENDAR DAYS.
2 CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIVO LY.
3. MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (W PERCENT SENSIBLE; RESEED. FERTILIZE, AND APPLY 4. MULCH
WHERE NECESSARY.
4 IF DEFICIENCY DECIENCY IS APPARENT. TOPDRESSFALL SEEDED "EAT DR RYE SEEDING WITH IF POUNDS PER ACRE OF
NITROGEN IN FEBRUARY OR MARCH.
REFERENCE IN CHAPTER 7 PAGES 31SIX 1N THE INDIPNA STORM WATER QUALITY MANI
TEMPORARY SEED
4' (MINIMUM)
"SWPPP INFORMATION' MUST BE
DISPLAYED PROMINENTLYO
THE TOP OF THE SIGASHOWN
DETAIL
WNN
N AILL THE HISWPPP INFORMATION
THE DET.
COPY OF ��
IDEM COPY OF
NOTICE OF OF DRAINAGE
SUFFICIENCY NOI APPROVAL
SIGN TO BE CONSTRUCTED OF A LETTER
RIGID MATERIAL. SUCH AS
PLYWOOD OR OUTDOOR SIGN COPY COPY COPY
BOARD. SIGN MUST BE OF OF OF -_
CO PROTECT DOCUMENTS RTO CONSTRUCTION CONSTRUCTIO OF
PRODUET DOCUMENTS S FROM SITE SITE SITE
DAMAGE DUETOWEATHER (WIND, NOTICE AS NOTICE AS NOTICE AS p
SUN, MOISTURE, ETC.). APPLICABLE APPLICABLE APPLICABLE
DETAILED DESCRIPTION OF THE LOCATION OF THE
SWPPP DOCUMENTATION (BINDER AND SITE MAPS)
ON THE SITE.
WE" TREATED
PLYWOOD 481
PAINTED WHITE
i- "" q)
Q)
I0 PULL
ETTER 6' HEIGHT
LAG SCREWS
Be
> I
POST 3'x3'xe'
SECTION LINE
NOTES:
1. THE SWPPP INFORMATION SIGN
MUST BE LOCATED NEAR THE
CONSTRUCTION EXIT OF THE
SITE. SUCH THAT IT IS
ACCESSIBLE AND VIEWABLE BY
THE GENERAL PUBLIC, BUT NOT
OBSTRUCTING VIEWS AS TO
CAUSE A SAFETY HAZARD.
2. ALL POSTED DOCUMENTS MUST
BE MAINTAINED IN A CLEARLY
READABLE CONDITION AT ALL
TIMES THROUGHOUT
CONSTRUCTION AND UNTIL THE
NOTICE -OF -TERMINATION (NOT)
IS FILED FOR THE PERMIT.
3. CONTRACTOR SHALL POST
OTHER STORM WATER ANNOR
EROSION AND SEDIMENT
CONTROL RELATED PERMITS ON
THE SIGN AS REQUIRED BY THE
GOVERNING AGENCY.
4. SIGN SHALL 6E LOCATED
OUTSIDE OF PUBLIC
RIGHTTOF-WAY AND EASEMENTS
UNLESS APPROVED BY THE
GOVERNING AGENCY.
5. CONTRACTOR IS RESPONSIBLE
FOR ENSURING STABILITY OF
THE SWPPP INFORMATION SIGN.
SWPPP INFORMATION SIGN
(NO WALE)
WOOD OR METAL
STAKES TO SECU
THE STRAW BALE
(TWO PER BALE)
I III�I II-
STRAW BALE
LLLJJJ POLYETHYLENELINING IO
10 MIL. PLASTIC LINING MIL. EXTENDING OVER
BALES
PLAN\TO
METAL PINS OR STAPLES
SECURE THE
POLYETHYLENE LINING TO
THE STRAW BALES
MAINTENANCE
1. INSPECT DAILY AND AFTER EACH STORM EVENT FOR LEAKS. SPILLS, TRACKING OF SOIL BY EQUIPMENT, AND THE
POLYETHYLENE LINING FOR FAILURE.
2. ONCE CONCRETE WASTES HARDEN, REMOVE AND DISPOSE OF THE MATERIAL. EXCESS CONCRETE SHOULD BE REMOVED
WHEN THE WASHOUT SYSTEM REACHES W PERCENT OF THE DESIGN CAPACITY AND SHOULD NOT BE USED UNTIL
PROPERLY CLEANED OUT.
3. PLASTIC LINER SHOULD BE REPLACED AFTER EVERY CLEANING, THE REMOVAL OF MATERIAL USUALLY DAMAGES IT.
4. REPAIR OR ENLARGE AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE WASTE.
5. IF LIQUIDS LED NOT EVAPORATE IT MAY BE NECESSARY TO VACUUM OR REMOVE THE LIQUIDS AND DISPOSE OF THEM IN
AN ACCEPTABLE METHOD.
6. WHEN CONCRETE WASHOUT SYSTEMS ARE NO LONGER REQUIRED THEY SHALL BE CLOSED AND HOLES, DEPRESSIONS
AND OTHER DISTURBANCES ASSOCIATED WITH THE SYSTEM SHOULD BE BACKFILLED, GRADED, AND STABILIZED.
6 1 7 6 1 5
2-WOOD POSTISTAKES WRAPPED
WITH SILT FENCE AND ROTATED AT
LEAST ONE FULL TURN TO SECURE �q
SILT FENCE END IN PLACE
SILT FENC E 2-WOOD POSTISTAKES WRAPPED
WITH SILT FENCE AND ROTATED
AT LEAST TWO FULL TURNS TO
PROMDEASECURE CONNECT ION POST
SILT FENCE`
TO JOIN TO
ENDS OFTWO
FENCES.
)ST 2"XT WOOD OR 1 33
_BSIFOOT STEEL 6 MAX.
SPACING
WOVEN FILTER FABRIC SILT
FENCE MATERIAL COVER
O
2'x2'x36' HARDWOOD
p
STAKESTYP.) (@1000 C.
OOF
3JIGED
Z
12' MIN. DEEP FROM GRADE
G V
12"FILTREXX
j N
[C-
SILTSOXXPER
AC
q
MANUFACTURER'S EXISTING
SPECIFICATIONS OR GRADE
SO'� F
_ m
APPROVED EQUAL
BUT
O V
ME
-
AC a h
LcADo
k
U
D
ED
c ••
4 N
v N M
ED
3
z ry C
V Vl V
_ _
CG 7t CG
MAINTENANCE:
=.`? t
---
'Q
- INSPECT DAILY.
JULO
O G
m
2
- REMOVE ACCUMULATED SEDIMENT FROM PAVED AREA (DO NOT FLUSH WITH WATER) AFTER
3
m m
EACH STORM EVENT. DEPOSIT SEDIMENT IN AN AREA WHERE IT WILL NOT RE -EWER THE
PAVED AREA OR STORM DRAINS.
- INSPECT FOR DAMAGE BY VEHICULAR TRAFFIC AND REPAR IF NEEDED.
COIR LOG (FIBER ROLL)
MAXIMUM LOAD SLOPE AND DISTANCE FOR
WHICH A SILT FENCE IS APPLICABLE
LOAD SLOPE
MAX. DISTANCE ABOVE FENCE
LESS THAN 2%
100 FT.
2 TO5%
75 FT.
5 TO 10%
50 FT.
10 TO 20%
25 FT.
MORE THAN 2D%
15 FT.
POSTS: STEEL T OR U TYPE, OR 2'X2' HARD WOOD POST
FENCE: WOVEN WIRE ,14-112 GA., 6" MAX. MESH OPENING
FABRIC'. IN ACCORDANCE WITH ASTM D 6461 LATEST EDITION.
POST 2'X2' WOOD OR 1.33 LIEWFOOT _
STEEL 8MAX. SPACING
WIRE FENCE 14 LEAGUE (MINDS" MESH
RED . IN SWALES OR AREAS OF
CONCENTRATED FLOW
FEW" TRENCH TO BE BACKFILLED % 8'X4'TRENCH TO BE
AND COMPACTED BACKFILLED AND COMPACTED
FINISH CREOLE - FINISH GRADE
OW O
J m 4 GEOTEXTILE FABRIC LAID ON
JNDISTURBED II III - Imo= C_ JOAN SLOPE SIDE AND UNDISTURBED I ii
GROUND - -III I- BOTTOM OF TRENCH GROUND
III I IT INTO GROUNDBEDDED LWI 4'ND E LAIDMATERIAL ALO GBOTTTOM OF f
�rll TRENCH. SOIL SLICING IN ACCORDANCE
1 PT64 WITHAABBLD 628221E ALSO
9I 111I ACCEPTABLE
WITHOUT WIRE SUPPORT
I.
11
11 1-I
GEOTEXTILE FABRIC LAID
C
ON DOWN SLOPE SIDE AND
FIB
I-
BOTTOM OF TRENCH
III
C
EMBEDDED SILT FENCE MATERIAL MIN.T
I I INTO GROUND WI 4' LAID ALONG BOTTOM OF
UP TRENCH. SOIL SLICING IN ACCORDANCE WITH
1-III- ASTMD64628221SALSOACCEPTABLE.
WITH WIRE SUPPORT
INSTALLATION
PREFABRICATED SILT FENCE
1. LAY OUT THE LOCATION OF THE! 3 FENCE SO THAT IT IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT
STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE POINT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END TERMINATES AT A HIGHER
ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST POINT.
2. EXCAVATE AN EIGHT -INCH DEEP BY FOUR -INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE LINE. INSTALLATION BY PLOWING IS ALSO ACCEPTABLE.
3. INSTALL THE SILT FENCE WITH THE FILTER FABRIC LOCATED ON THE UP -SLOPE SIDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN -SLOPE SIDE OF THE TRENCH.
4. DRIVE THE SUPPORT POSTS AT LEAST 18INCHES INTO THE GROUND. TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOIL. MINIMUM OF 12 INCHES
OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH.
5. LAY THE LOWER FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND ITTOWARD THE UPSLOPESIDE OF THE TRENCH.
6. BACKFILL THE TRENCH WITH SOIL MATERIAL AND COMPACT IT IN PLACE
NOTE: IF THE SILT FENCE IS BEING CONSTRUCTED ON -SITE ATTACH THE FILTER FABRIC TO THE SUPPORT POSTS AND ATTACH WOODEN LATHE TO SECURE THE FABRIC TO THE POSTS.
ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWING STEPS 1 THROUGH 6 ABOVE.
MAINTENANCE
_ INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS.
_ IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY NOTE. ALL REPAIRS SHOULD MEET
SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE.
_ REMOVE DEPOSITED SEDIMENT WHEN C IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE-HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN
CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING AREA AND STABILIZE.
REFERENCE IN CHAPTER 7 PAGES 215-221 IN THE INDIANA STORM WATER QUALITY MANUAL
SEDIMENTATION/SILT FENCE
(NO SCALE)
INSTALLATION
1. UTILIZE AND FOLLOW THE DESIGN IN THE STORM WATER POLLUTION PREVENTION PLAN TO
INSTALL THE SYSTEM.
2. DEPENDENT UPON THE TYPE OF SYSTEM, EITHER EXCAVATE THE PIT OR INSTALL THE
CONTAINMENT SYSTEM
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NOTES:
3.
A BASE SHALL BE CONSTRUCTED AND PREPARED THAT IS FREE OF ROCKS ABU OTHER DEBRIS
Z
1. ACTUAL LAYOUT DETERMINED IN
THAT CAUSE TEARS PUNCTURES IN THE LINING.
J
FIELD.
4.
STALL T POLYETHYLENE CAVATEYETHVL MS, THE LINING SHOULDEXTENDO
EMEDSYSTEMS
ID
OVER HE ENTIEXCAVAILININGLINING FORSEEMED SYSTEMS SHOULD INSTALLED OVER
OVERTHEIRE EXCAVATION THELININGFOR SHOULD
2. THE CONCRETE WASHOUT SIGN
THE POOLING AREA WITHENOUGH MATERIAL EXI THE
ENOUGH EXTEND THE LINING OVER THE BERM OR
IY
INSTALLED WITHIN
SOFT
CONTAINMENT SYSTEM THE LINING SHOULD BE SECURED WITH PINS, STAPLES, OR OTHER
E
Q
WOOD OR METALSECURE
OF TEMP CONCRETE
METAL PINS STAPLES
FASTENERS.
U
STAKES TO
WASHOUT FACILITY.
THE
TOSECUREYETHYL
5.
PLACE G. OR EQUIVALENT TO PROVIDE ABARRIER TO CONSTRUCTION
Z
BALES
THESTRAW BALES
NE
POLYETHYLENE LINING
D07HERSAFETY
EQUIPMENT TRAFFIC
RAP
NTACOULAPING
(TWO PER BALE)
TO THE STRAW BALES
6.
PLACE A NOIC.
OVER THE TFAILIE PRIOR TO
G
RAINFPSING,NTTOPREVENT ANGCOVER
PREVENT ACCUMJLATION OF WATER AND POSSIBLE
A PREDICTED WATER AND
A PREOIOWOFT
BINDING WIRE
THE SYSTEM
OVERFLOW OFTHE SYSTEM (OPTIONAL).
L{f
T
INSTALL SIGNAGE THAT IDENTIFIES CONCRETE WASHOUT AREAS.
CI
POLYETHYLENE LINING IO
8
POSTSIGNS DIRECTING CONTRACTORS AND SUPPLIERS TO DESIGNATED LOCATIONS.
Z
MIL. EXTENDING OVER
9.
WHERE NECESSARY, PROVIDE STABLE INGRESS AND EGRESS(SEETEMPORARY CONSTRUCTION
Ilfffy��---(((
Q
BALES
STRAW BALE MR)
INGRESSIEGRESS PAD ON PAGE 17) OR ALTERNATIVE APPROACH PAD FOR CONCRETE WASHOUT
SYSTEMS
YSTEM
SUSE
B
1
10.
A ALL POLYETHYLENE LINED DUMPSTER A3 AN ALTERNATE.
LL
'�11=1
=1
/-I
O
ll I�ICi�(I IL=, Illal�lllal� 1��I
l IF
CONCRETE WASHOUT
a
�I
TYPE •ABOVE GRME
z
ED
Z
a
IK Jll
(NO SCALE)
Imo!
AS STRAW SALES"
of
¢'
\g OOE3 R METAL
NATIVE MATERIAL (OPTIONAL) BRIEF
SECTION BALE
ALTERNATE
CONTRACTOR MAY USE A 10 MIL. POLYETHYLENE LINED DUMPSTER FOR CONCRETE WASHOUT.
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Know what's below.
Call before you dig SHEE�TN`O1.
Wphin IRI00-J Cal/ / 1 0
24 or 800-3I,OF 4 \C 1
30 Hourz a Pop ] W a M- e
PER INDIANA STIT IS AGAINST ATE Low C _ FI(- I NO.
LOCAT1AYR WF1a1 ,.M,v1I ..,, W18.0605
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