HomeMy WebLinkAboutC4 - EROSION CONTROL PLAN - CIVILr0' GAS PIPELINE EASEMENT PER ,
IM.B. 31. PG. 121 AND M.B. 31, PG
278-280 PRECISE LOCATION AND
IWIDTH OF EASEMENT IS CURRENTLY
IrUNDEFINED. ...I
ALL CONTRACTORS TO COORDINATE J.
4
IW1TH VECTREN FOR ANY
CONSTRUCTION IN PIPELINE EASEMENT
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PERSON RESPONSIBLE FOR INSTALLATION AND
MAINTENANCE OF EROSION CONTROL
MEASURES
CHILDREN'S THERAPLAY
KATHY PELLETIER
9919 TOWNE ROAD
CARMEL, IN 46032
317-872-4166
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kpel latierOahild rensthero play.org
ttbb EROSION CONTROL SEQUENCE SCHEDULE
1. PRECONSTRUCTION ACTIVITY:
1 II IILJII �� m,� pµ�, • A WORK AROUND AND LOCATE ALL EXISTING ABOVE AND BELOW GRADE UTILITY LINES: CONTACT
INDIANA UNDERGROUND PUNT PROTECTION SERVICE ('HOLEY MOLEY") 1-800-382-5544.
LLEY�II B. CONTACT PLAN MOUND
REVIEWING/INSPECTION AGENCY(S).
�Ij \ �� . x ' �� / < C. INSTALL SILT FENCE PERIMETER OF AREA(S) TO BE PROTECTED/PRESERVED.
IIIII \`\`�`\ ` ` +�� `�� D. PROTECT AREAS SUITABLE FOR USE AS VEGETATIVE FILTER STRIPS.
KIN
/ ye ` _ \ Q42. CONSTRUCTION SITE ACCESS:
to NOTINCLUDED ` XWx4y/ 1`
9.88` A INSTALL STABILIZED AGGREGATE CONSTRUCTION EXIT/ACCESS DRIVE TO PREVENT OR MINIMIZE
III. ` ` ` TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADWAYS.
STEPHENS, RTA C. & BRA''; -TIMOTHY L. 4;,:�"e �,, x ��T7 I "Y\ 6 B. PROVIDE STABILIZED OF CONSTRUCTION ROUTES. CONSTRUCTION VEHICLE STAGING AND
/ i — S \ MAINTENANCE AREAS, DESIGNATED EMPLOYEE PARKING AREAS, ETC., TO PREVENT OR MINIMIZE
I / � OH INS.TRUMEN T NO„ 20'f3— 44346 /� �� i �� '-- - e \ TRACKING OF SEDIMENT ONTO PUBLIC OR PRIVATE ROADWAYS.
i
i 376.48 al/ •3. PERIMETER CONTROLS:
A DIVERT STORMWATER RUNOFF FROM UP -SLOPE PROPERTIES AWAY FROM THE PROJECT SITE.
W & INSTALL SEDIMENT TRAPS/BASINS AT LOCATIONS WHERE STORMWATER MAY DISCHARGE FROM
PROJECT SITE.
/aw/ p4y♦^P' I �' \ m I m ( I `\ / I \\ C. DIVERT STORM WATER RUNOFF AWAY FROM THE ACTIVE CONSTRUCTION ZONE.
M \
2C S 6E BUILDIN SETBACK / \ ` I \
-I ---- 1 I / I •(- — \ \ 4 INITIAL LAND CLEARING AND GRADING ACTIVITIES:
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TEMPORARY SEEDING AND STABILIZATION DATES
THIS PLAN IS FOR CONCEPTUAL
EROSION CONTROL PURPOSES
ONLY. DO NOT SCALE
PROPOSEDLEGEND
SILT FENCE/FILTER SOCK/CONSTRUCTION LIMITS
SEE DETAIL 7/C5 & IA/C4
-------
FILTER SOCK ON PAVEMENT
FILTER SOCK SEE DETAIL IA/C4
PERMANENT SEEDING SEE DETAILS I & 2/C4
RELEASED FOR CONSTRUCTION
STABILIZED CONSTRUCTION EXIT SEE DETAIL 12/C5
♦LkL//i,A Subject to compliance with all regulations
EROSION CONTOL BLANKET SEE
of State and local Codes
OETAIL ON C5.2
City MCamel
DEBRIS GUARD SEE DETAIL 6/C5
iIL10.V•�
DATE: 10/30/19
■IRRIGATION NEEDED DURING JUNE AND JULY. TO CONTROL EROSION
AT TIMES OTHER THAN IN THE SHADED AREAS, USE MULCH.
LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH
IS APPLIED
INCREASE SEEDING APPLICATION BY 50 3 DURING DORMANT PERIODS.
NOTE: MULCHING REOUIRED WHEN ACTUAL CONDITIONS HAMPER THE ESTABLISHMENT OF VEGTTATIVE GROUND COVER.
SEEDING SCHEDULE �1
NOT TO SCALE C4
PHASE 3
ED FFIC AEETING SPAE m I'
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TREESDAIF ETENTION \
POND Ill -YEAR I
ELEVATIOV 858.10'
BASE FL ELEVI • 860.10'
M.L.AG. EIIEV.I = 867.47'
THERAPLAY ARENA I
FINISH FLOOR ELEVATION I
870.16' or 100'-0' �I
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/ F ♦ ` • 'ANNE
` I \ A CLEARING AND GRUBBING OF EXISTING VEGETATION
` \\ B. STRIP AND STOCKPILE TOPSOIL
\ C. INSTALL SILT FENCE AROUND PERIMETER OF TOPSOIL STOCKPILE AS SOON AS EARTHMOWNG
$ II \ ACTIVITIES DEFINE THE AREA OF DISTURBANCE.
\\ \♦ II \\ D. STABILIZE TOPSOIL STOCKPILES ON THE DOWN SLOPE OF ACTIVE CONSTRUCTION.
` ♦\,II \\ 5. SECONDARY LAND GRADING & UTILITY INSTALLATION ACTIVITIES
\\ E\ERCISE ARENA \ A CONSTRUCT PRIMARY SEDIMENT TRAPS AND BASINS DOWN SLOPE OF ACTIVE CONSTRUCTION
B. INSTALL AND STABILIZE OUTLETS FOR STORMWATER DRAINAGE SYSTEM WITH RIPRAP OUTLET
PROTECTION AND TURF REINFORCEMENT MATS FOR BASIN OUTLETS, STORM DRAIN OUTLETS.
I OPEN CHANNEL OUTLETS AND CULVERT PIPE OUTLETS.
II C. INSTALL STORM SEWER SYSTEM ALONG WITH SEDIMENT BARRIERS AND SEDIMENT
11 II TRAPS/BASINS.
1 D. PROTECT OF STORM DRAIN INLETS WITH DROP INLET PROTECTION AND/OR CURB INLET
I II \ PROTECTION.
I E. STABILIZE AREAS DISTURBED FOR STORM SEWER INSTALLATION WITH TEMPORARY SEEDING
II AND MULCHING.
\\ F. CONSTRUCT UTILITIES AND STABILIZE WITH PERMANENT SEEDING AND MULCHING FOR AREAS
/ \ II WHERE CONSTRUCTION OF UTILITES HAS BEEN COMPLETED.
\\ II \ \RS G. EXCAVATE SUBSOIL TO GRADES SHOWN ON PLANS.
H.
MULCHING SOIL AROUND STOCKPILES
E WITH SEDIENT
SiOCKPILES.S/FILLERS, TEMPORARY SEEDING, AND
ZONED 8-?
♦l m\\ 6. TEMPORARY SURFACE STABILIZATION -
A, STABILIZE ROUGH GRADED AREAS WITH TEMPORARY SEEDING AND MULCHING ON ALL ROUGH
GRADED AREAS THAT WILL BE INACTIVE FOR A PERIOD OF SEVEN DAYS OR MORE.
"sYF\p \ B. STABILIZATION OF AREAS AT FINAL GRADE WITH PERMANENT SEEDING AND MULCHING FOR
II z ♦\\ DETENTION/RETENTION BASINS, DRAINAGE SWALES.
i >< _ 7. INSTALL PAVEMENT INFRASTRUCTURE:
i A. CUT IN AND CONSTRUCT PARKING LOT SUBGRADE/BASE.
000 - `\ B. INSTALL STORM SEWERS AMID STRUCTURES, PROVIDE PROTECTIVE MEASURES.
C. INSTALL UTILITIES AND PROVIDE TEMPORARY SEEDING AND MULCHING.
\ , -� I `♦/�,8. BUILDING CONSTRUCTION:
—_� A. PROTECT EXISTING STORM DRAIN INLETS
♦ - " \ - & MAINTAIN AND STABILIZE SITE ACCESS WITH STABILIZED INGRESS/EGRESS ENTRANCE AT ALL
\ ♦ - ' - �♦ ` POINTS WHERE VEHICLES ENTER AND EXIT THE SITE.
♦♦\ \ ` `\ 4 C. MAINTAIN PERIMETER PROTECTION
D. PROVIDE MAINTENANCE OF DRAINAGE SWALES/CHANNELS
��•I'pJR" JOB SRE TRAIRR ♦ ♦♦ E. PERFORM EXCAVATION FOR FOUNDATION AND/OR FOOTINGS
PORT 0 LET .� \I ♦ F. CONSTRUCT BUILDINGS/STRUCTURES
G. PROVIDE DOWNSPOUT EXTENDERS ONCE DOWNSPOUTS AND GUTTERS ARE INSTALLED.
T� _ ♦ ♦ 19. FINAL SHAPING/LANDSCAPING/STABILIZATION:
\ TAU1sGN_ -- '^L4 ♦ ♦\ // A. PROVIDE APPLICATION OF TOPSOIL AND SOIL AMENDMENTS FOR ALL VNVEGETATED AREAS
THAT ARE AT FINAL GRADE.
I \\ `\ \\ I\ B. PLANT TREES AND SHRUBS
`♦ 1 SWPPP SIGN I C. PROVIDE FINAL SITE STABILIZATION FOR ALL REMAINING UNVEGETATED AREAS.
I I I p
k I ♦♦10. MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES:
A. REMOVE ALL TEMPORARY STORMWATER MANAGEMENT MEASURES AND STABILIZE ALL
I ` REMAINING UNVEGETATED AREAS DISTURBED WHEN REMOVING TEMPORARY STORMWATER
\ IT MANAGEMENT MEASURES.
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S 88'51'16" W — 1333.52'
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88'51'16" E — 914.10'
I
WHIM F41A Or Cane t Roger Sock
Work To Hall HeyMULoc 18"O Mn.
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Stoke
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B A UNTRENCI£D OR TRENCHED
NOTE: SECTION A -A
All RIW Wk ends ncetl No be ted into slope No force
water No go though tle mtltlle of tler2e.
FILTER SOCK 1A
NOT TO SCALE C4
EROSION CONTROL PLAN ArN
GRAPHIC SCALE IF
0 AD 45 M 9D ISO
( IN FEET )
1 inch = 30 ft
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SEEDBED PREPARATION
I / I APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED.
/ APPLY 23 POUNDS OF 12-12-12 ANALYSIS FERTILIZER (OR EOUIVALENT PER 1000 SO, FT.
/ I (APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDING TO TEST.
I
' APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND
_ 1 FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH.
I / I WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2-3 INCHES WITH A
/ HARROW. DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE.
SEEDING
I I I I ESA SEED MIXTURE BASED PROJECTED USE THE AREA WHILE CONSIDERING
BEST
1 I j BESTST SEEDING GATES. SEE TEMPORARY
TOLERANCES SEEDING. IF TOLERANCES ARE A PROBLEM,
/ yy SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS.
PERMANENT SEED MIXTURES
I II 1
II 11 \ 6PECIES les. / Ibs. / SUITABLE DRY WELL WET
\ I I ACRE 1.000 s.f. PH DRAINED
LEVEL / SLOPING OPEN AREAS
TALL FESCUE
35
0.8
5.5-8.3 2 1 2
TALL FESCUE
25
0.6
5.5-8.3 1
(RED CLOVER)••
5
0.12
KENTUCKY BLUEGRASS
15
0.4
5.5-7.5 2 1
CREEPING RED FESCUE
15
0.4
STEEP BANKS MO CUTS
TALL FESCUE 15 0.4 5.0-7.5 2 1 2
KENTUCKY BLUEGRASS 25 0.6
TALL FESCUE 35 0.8 5.5-8.3 2 1
EMERALD CROWNIETCH•• 10 0.25
LAWNS / HIGH WINTENANCE AREAS
KENTUCKY BLUEGRASS 40
0.9
5.8-7.5 2
1
GROPING RED FESCUE 40
0.9
PERENNIAL RYEGRASS 170
4.0
5.8-7.5
1
(TURF TYPE)
TALL FESCUE 170
4.0
5.5-8.3 2
1 2
1 . PREFERRED 2 - WILL TOLERATE
•• INOCULATE WITH SPECIFIC
INOCULANT
TEMPORARY
SEEDING
KIND OF SEED PER 1000 sq. ft.
PER ACRE REMARKS
WHEAT OR RYE 3.5 HIS.
2 So.
COVER SEED
I- - 1 1/2- DEEP
SPRING OATS 2.3 lies.
3 bu.
COVER SEED
I' DEEP
ANNUAL RYEGRASS 1 Ibs.
40 INNS.
COVER SEED
1/4- DEEP'
• NOT NECESSARY WHERE MULCH IS APPLIED
SEED
MIXTURES
2
NOT TO SCALE
C4