1204 E. 116th Street San. Sewer Extension 0 C7 �
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SANITARY SEWER EXTE
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040-4 00 aw
116th Sl REET ,, CARMEL ,, -
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CONST ` UCT � ON
PREPARED FOR : o
DREES HOMES
6650 TELECOMS DRIVE
INDIANAPOLIS, INDIANA 46278
PH: (317)-347-7308
E 1,15th
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CERTIFIED BY:
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PROJECT DATA
SITE MAP
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START CONSTRUCTION: MAY 2009 Ems-+
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END CONSTRUCTION: JUNE 2009
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REVISION DATES
BENCHMARK INFORMATION
REV. 04/28/09, ADD CTMRD
STANDARDS & DETAILS
TEMPORARY BENCHMARK - TOP OF CASTING, N. EDGE
OF RIM ON EXISTING SANITARY MANHOLE (EX-1)
ELEV. = 779.78'
INDEX
SHEET REVISI❑N DATE:
TRO A. TEREW, P.L.S. N❑, N❑ DESCRIPTI❑N DATE 04/21/09
DRAWN TAT
1
L� 1 Cl COVER SHEET
BY:
......••]`C9�i'''i CHECKED
No ••!� 2 C3 SITE DEVELOPMENT PLAN
BY:
3 C4 CARMEL SWPPP PLAN SCALE:
* 'LS20300026? * = 4 C4.1 CARMEL SWPPP PLAN DETAILS
STATE OF
�� '••..�NDIANP.••'Q. 5 C5 SANITARY PLAN & PR❑FILE SHEET 04/28 LE: 09-03'7
6 C5.1 CTRWD STANDARDS JOB
09-03'7
•SURV�`O ``� 7 C5 2 CTRWD STANDARDS 04/28 NO:
„111111111,,,,, SHEET NO .
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'.vf% 114�wsmw- SAM
es I 'I
C7 �
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LIMITS OF FLOOD HAZARD ZONE "AE" BY Cn
SCALE LOCATION FROM THE FLOOD Z F•
IoNF , INSURANCE RATE MAP FOR HAMILTON O Q O
qF. COUNTY, INDIANA, MAP #18057CO209F, C
IV EFFECTIVE DATE, FEBRUARY 19, 2003.
l ZONF • ` THE BASE FLOOD ELEVATION IS 827' PER 44
C' O N
THE FLOOD INSURANCE RATE MAP FOR :- N
HAMILTON COUNTY, INDIANA, MAP a -- O
LEGEND
FEBRUARY 19, EFFECTIVE DATE,
FEBRUARY 19, 2003. W � 0 � N
W �
(S/:.
.. .......... ......... EXISTING STORM SEWER
P,
.........:::::::............. ............................ EXISTING SANITARY SEWER - � ¢ � Q x �
r � a 00 a Lr-
�a NEW SANITARY SEWER t C a '
" EXISTING CONTOURS
7z7.o PROPOSED GRADE
O /
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7z7:o PROPOSED CURB & GUTTER GRADE o
0 PROPOSED GRADE C
�2 O
u a
, .
..._.............._.---- EXISTING WATER LINE
0 15 30 60
- EXISTING OVERHEAD UTILITIES
EXISTING GAS LINE
DRAINAGE NOTES:
TOTAL ACREAGE: 0.578 ACRES � ) `
— EXISTING GAS VALVE
PRE-DEVELOPED IMPERVIOUS AREA PERCENT: 15.7% v
i W
EXISTING FIRE HYDRANT r{ �1 • ." � x
POST-DEVELOPED IMPERVIOUS AREA PERCENT: 25.5%
V11 LO
EXISTING WATER SHUT-OFF VALVE
EXISTING UTILITY POLE } O
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SITE DEVELOPMENT NOTES: N• j 0 L�F i
1. It shall be the responsibility of each contractor to verify all existing utilities and .,� `• ��.�` 0,( A.
conditions pertaining to the phase of work. It shall also be the contractor's responsibility to ' �"' •` �� •......"••• �?•��'�
contact the owners of the various utilities for proper stake location of each utility before �sg ��G�STEgF:•
work is started. The contractor shall notify in writing the owner and the site designer of
��� 8
any changes, omissions or errors found on these plans or in the field before work is started / 12x24 l.� _* LS20300026
or resumed.
PATIO o STATE OF C
2. All grades at boundary shall meet existing grades. a �� ,z.00' �, 9�i�'''••••''• y0 ����SURNJ
3. Omit
C .{�� 836.0 PORCH^ 483'.0 O
4. Temporary traffic control during construction to conform to applicable local and state CERTIFIEED BY:
/ `�; OD 45.65'
standards. I 4.27'
PROPOSED �'�; �
5. All construction activity on this site to be performed in compliance with applicable Ala RESIDENCE
O.S.H.A. standards for worker safety.
F.F. = 839 5'
x
6. Contractor shall minimize damage to existing trees. wN GAR = 837.5' �� a
7. Removal and backfill all areas where any field tile crosses proposed building pad. All / } x;' 00 M /M
field tiles intercepted to be perpetuated into storm sewer system or lake. The subcontractor 83,.0 11. 8 041'
shall notify in writing the owner and the engineer in any circumstances where this cannot be `
5.00, ' 2ts 31;
accomplished. r
,. - 39.0
8. All fill areas shall be compacted to at least 100 percent of the maximum dry density ti O Q } ` g38
(ASTM D-1557) D IVE, a-
/ CD
9. Soil stockpiles placed on site shall be temporarily seeded within three days of pile ,,o E-4
completion.
may' ;' � ' E-4
11.25'10.83% w
(1 1 1 837.0 i
/ DIRECTIONALLY O
BORED GRINDER
M PUMP PRESSURIZED W `� �
LINE
E�oIG116',31
N
""""" „
EXI STI N '"
_._
�
.. . ...... . ..RI-VEWA
_ ......
CUT ► -I
EXISTING ASPHALT HA H
;,- - EXISTING 1/2 R/W-
" DON 'T DIG BLIND ' /
.,....... . .. ...
.::-
........ ASPHALT PA tSTING 16t-h---STREET - --= - --- - REVISION DATES
//j
EXISTING 1/2 R/W
_ ..
..........
;.
--
_.,....
_._... . .._ . ....... ...
o'
s EXISTING 8' ASPHALT PATH
1 - 800 - 382 - 5544 _
_ _.
CALL BEFORE YOU DIG - _ - _............ ......................... ......
.....:.................
CAUTION o J w DATE: 05/21/09
LOCATION OF ALL EXISTING UNDERGROUND z
z Q DRAWN TAT
UTILITIES SHOWN ON THIS PLAN ARE BASED
CONNE T TO EXISTING MANHOLE O
BY:
HECKED
UPON ABOVE GROUND EVIDENCE. (including, PER CTWRD STANDARDS
but not limited to, manholes, inlets, valves, &
marks made upon the ground by others.) AND SCAM: 1 " 30
ARE SPECULATIVE IN NATURE. THERE MAY ALSO DRAWING
BE OTHER EXISITING UNDERGROUND UTILIITIES FILE:
09-03"7
F
FOR WHICH THERE IS NO ABOVE GROUND
JOB N0: 09-037
EVIDENCE OR FOR WHICH NO ABOVE GROUND
EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS SHEET NO .
OF SAID EXISTING UNDERGROUND UTILITIES
SHOULD BE VERIFIED BY THE CONTRACTOR
PRIOR TO ANY AND ALL CONSTRUCTION. U
SOILS MAP OPERATOR
SWPPP FOR CONSTRUCTION SITE PLAN INDEX
CONTACT FOR INSTALLATION & MAINTENANCE
OF EROSION CONTROL MEASURES
1) 05120201090040 � >
/ 2) Carmel Creek GEORGE SALGE �Con
�
6650 TELECOM DRIVE z Q z
sH 3) 10-Year Calculated Run-Off is 1.13 CFS, 0.147 AC. IMPERVIOUS, 0.431 INDIANAPOLIS, INDIANA 46278 US Q N
ACRES, PERVIOUS. F- Q
M / (317)-347-7308
4) The site drains from the right-of-way line north/northeast to E—MAIL: G S A LG E @D R E E S H 0 M E S.C 0 M o
Carmel Creek o�
EXPERIENCE: +30 Years of experience in home x o N
z ` 5) An existing well under the existing home is to be capped and building construction. P,4 Z
0
Q closed per Health Department standards, no other locations we re Q Z W M
stormwater may directly discharge into ground water was discovered or Q Z
made evident. Z O Q 0 X
6) Soil Map is shown. a a oc a
- 6A) Soil legend is shown.
116th STREET /
613) The soil upon which the construction activities will commence is a
well drained soil suitable for building sites. A properly designed
F77777[7��� foundation is adequate and standard erosion control methods will _
suffice.
SOILS TYPES:
MmB2 - Miami Silt Loam, 2 to 6 percent slopes, eroded 7) Possible concrete spill during pouring of foundation. No hazardous
U
- / materials, fuels, or planned on being stored on site.
Sh Shoals silt loam
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8A) Location of stormwater quality measures shown on plan.
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8B) Dimensions of stormwater quality measures shown on plan.
8C) Specifications shown on plan. W
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8D) Construction details shown on plan.
8E) Monitoring and Maintenance Guidelines shown on plan. lw\\\
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9) General construction sequence shown on plan.
/ 10) Location of soil stockpile shown on plan. E"
I.
11) Temporary and Permanent Surface stablization shown on plan.
A-,
C) 12) Erosion and Sediment Control Specifications for individual building
Cj lots shown on plan.
13) Material Handling, Storage, and Prevention Plan. No known
spillable materials are to be stored on site. Debris from contrusction
activities is to be picked up daily and disposed of properly. �
Hazardous or Potential Contaminant Materials brought on site daily ���``�.( A. TE �q��i''
need to refer to federal mandated MSDS sheets for proper handling .� Q.� . • 9�`
U u --u --u UA and clean-up. �� ;•Q<`G,STER�ca
LEGEND 77 L.F. S.F. S�
_ No.
14) Contact information for trained individual provided on plan. a * '.LS20300026
� ao/
SF SILT FENCING
15) Current plan date shown on plans. y STATE OF
sB — CURB INLET SAND BACK PROTECTION a /'
CONSTRUCTION LIMITS >� „ J
836.0 Ou CERTIFIED BY:
Ps PERMANENT SEEDING / OD I"
CWB — CONCRETE WASHOUT BASIN, SHEET C4
� PROPOSED
RESIDENCE
® — WIRE BASKET SEDIMENT BARRIER
/ F.F. = 839,5'
BSM'T = 819.5' t` `
(SEE DETAIL ON SHEET C4) GAR =,B37.5'
h�
EROSION CONTROL BLANKET I �� P
�� 39.0 \�
Of 0
1 1---1
D IVES I < /0 r\ 03
CONSTRUCTION SEQUENCING: ' PS_
Q1
W
(1) Establish construction limits in early June. Prior to stripping topsoil, establish construction
limits and install silt fence downslope of all proposed disturbed areas. ^
837.0 35' B.S.L. W W
(2) Start stripping topsoil and creating stockpile, install silt fence simultaneously, and PS
installation of construction entrance in early June. ADDITIONAL TEMPORARY CONSTRUCTION ^w^ w
DRIVE REQUIRED UP TO BUILDING W
qrl��� BORED DIRECTIONALLY RINDER LINE
(3) Install Gravel construction parking and staging area early June. ,,
PS PUMP PRESSURIZED
(4) Mass earth moving to be mid—June, temporary seeding required for all areas immediately LINE
post earth—moving. 34 L.Fr's.F. 47 L1P F. W •
5 June to September, general site construction and building construction, maintain on-site 1 W
m)
materials storage and construction parking areas as needed, see sheet C4.1 for maintenance
schedule. .%.".-.-.....""."-.-_ _-"""""__"-.-.-"""""""""-.-.-_."""""".-.-"..."-._"....:c-........"..............."-.-:._..... EXISTING DRIVEWAY CUT
j EXISTIN TO ACT AS TEMPORARY CONSTRUCTION
__...... RMIE -A .. U
(6) Installation of pavement end of September - - - -"" - . °° °°° "'""'" ' "" CONSTRUCTION DEBRIS DAILY
s. DRIVE, TO BE KEPT CLEAR OF
CUT
(7) Final seeding of any disturbed areas end of September. EXISTING ASPHALT OATH
EXISTING 1/2 R/W
16th STREET
REVISION DATES
DROP INLET REAR YARD
EXISTING 1/2 R/W
SB" SUBSOIL PROTECTION DRAINAGE SWALE
......................................................................,',.: <:..:::,::::
.------ f-
__ ........__. ..........
STOCKPIKE TOPSOIL
_......ii,:,.,................ TO HAVE SILT FENCE T
......... „:,,, , j ( STOCKPIKE
::.:.i::i;:;::"."" :-.... . :,,,,,,,.,; ....... Y......,., INSTALLED AROUND IT) SF SF SF LT FENCE
; .
/ SF (TO HAVE SILT
r INSTALLED AROUND IT)
"DON'T n _ _._...... 1
:>
DON T DIG BLIND .. ` PS
PS OS L.F.L F S % iy. . ... PS
-. ....... AREA TO BE
SEEDED AND
/......., i..,.....,.., _._._ i-...-._ _. ._...-__. r,
, ,
MULCHED BY
1. Plc i of nches OWNER AT HOUSE O S COMPLETION OF-..- aggregate gINDOTCA N o 2) over a
GARAGE
stable subrade. CONSTRUCTION
036
2. Construct the drive at least 12
z > n0 TO SIDE YARD—,I
o � w i
r the DRAINAGE SWALE ATE.
_
r ✓i/j distance to the foundation.
�� `�°*-� �y �'` feet wide and 50 feet long o D 2
�� ENTRANCE/EXIT
XIT
CONSTRUCTION
Q � 6 j
,
EEP / ryk� PS CE E
TAT
Q (MIN.) ! , 3 Add stone as needed to DRARN
CONNE T TO EXISTING MANHOLE J 2"-3" COARSE maintain 6 inches of clean depth. 1 �—SF—SF �-SF,j BY:
1 -800-382-5544" " PER CTWRD STANDARDS AGGREGATE
% �� 4. To improve stability or it wet SIDEWALK
GEOTEXTILE FABRIC TO STABILIZE CHECKED
SCALE: 1" = 50 YOU DIG` FOUNDATION (ESPECIALLY IMPORTANT conditions are arttn theed, place BY: —
CALL BEFORE WHERE WETNESS IS ANTICIPATED) geotextlle fabric on the graded STREET SCALE-
SCALE: EXISTING CURB AND GUTTER 1 30
DRAWING CURB INLET PROTECTION
TEMPORARY CONSTRUCTION ENTRANCE NOTES: 1) EROSION/SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED FILE: 09-03'7
(NO SCALE) 2) MAINTAINT P SiITIVEUDRAINAGE AWAY FROM STRUCTURE(S). JOB N0: 09- 037
SHEET N0 .
TYPICAL LOT EROSION DETAIL
*
THIS SHEET FOR EROSION CONTROL_ MEASURES ONLY * (NOT TO SCALE) U4 _
* THIS SHEET FOR EROSION CONTROL- MEASURES ONLY
Recommended Erosion Control Measures
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Erosion Control Blanket: Recommend erosion control blankets such as North �j
American Green 5150 be installed as a temporary erosion control measure in the *Maintenance - (1) Inspection practices at lease once a week, and (2) make repairs immediately after periods of rainfall. Con
bottom of any swale with a concentrated surface water flow. Refer to erosion Q Z
control practice number 3.17.
EROSION & SEDIMENT CONTROL SCHEDULE
Straw Bale Drop Inlet Protection: Recommend using straw bale drop inlet Z a Z
protection as per erosion control practice number 3.54 as a temporary erosion EROSION CONTROL MEASURES MAINTENANCE INSTALLATION SEQUENCE a o
control measure until blankets are installed. Other drop inlet protection practices
STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING W
may become necessary upon the recommendation of the engineer or erosion
>
arises during construction.
NEEDED PRIOR TO CLEARING AND GRADING � � �
control consultant if a specific need g SILT FENCE WEEKLY, AFTER STORM EVENTS, AND AS N
�
Topsoil salvage and utilization: As per erosion control practice number 3.02. EXISTING INLET
WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING En Q Z
Removal of topsoil to a depth of six inches (or more if required by the engineer) PROTECTION Z
filled. Topsoil should be stored at a location
ted or TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING a a � a w
from all areas to be excavated P
where it will not interfere with construction operations.
TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS, AND AS NEEDED ALONG WITH ROUGH GRADING
Temporary Seeding: Recommend temporary seeding as per erosion control practice
number 3.11. If disturbed ground is to be left bare for two months or more. In TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING
addition, it is recommended red clover be added to the seeding mixture at a rate
of 10 pounds per acre. PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING
EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS, AND AS NEEDED AFTER FINISH GRADING
Dormant and Frost Seeding: As per practice number 3.13 attached to be applied
STRAW BALES WEEKLY, AFTER STORM EVENTS, AND AS NEEDED AFTER FINISH GRADING
if necessary.
AFTER EACH INLET IS IN PLACE
control ractice number 3.03, suggest using a INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED
Surface Roughening: As per erosion p
bulldozer to track with cleats perpendicular to the slope of slopes on disturbed Q
ground of six percent or greater and around the shore of the lakes as a SEED,SOD, & LANDSCAPE WATER AS NEEDED AFTER FINISHED GRADING AROUND
temporary measure until ready for blankets. AROUND UNITS FINSIHED FINISHED UNITS � x
P Y
REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO
THESE AREAS ARE STABILIZED
REMOVAL OF INLET N/A AFTER ALL AREAS DRAINING TO
Temporary Gravel Construction Entrance/Exit Pad: Recommended as per erosion
control practice number 3.01. W
PROTECTION THESE AREAS ARE STABILIZED
AFTER ALL AREAS DRAINING TO
Tree Conservation/Protec tion: As er erosion control practice number 3.83, the REMOVAL OF SILT FENCE N/A p
contractor shall, at the direction of the developer, endeavor to save and protect THESE AREAS ARE STABILIZED 0
trees of value and worth which do not impair construction of Improvements as
L7
designed.
In the event cut or fill exceeds 0.5 foot over the root area, the developer shall
be consulted with respect of protective measure to be taken, if any, to preserve
such trees.
Maintenance Schedule: Maintenance of all erosion control practices should be
done as needed on a weekly basis and after all large storms. A construction
supervisor should be assigned the task of seeing that all practices are installed
and maintained according to the design criteria. Maintenance for each erosion
control practice should be conducted per maintenance schedule shown on each
erosion control practice job sheet (attached). ```����IIIIIIIIIII�����''
�.Q���STEgF•..
a No.
* t LS20300026
STATE OF
• DIA Q•
III
CERTIFIED BY:
Temgoraa Gravel Construe on Entrance Drive: ,
- Inspect entrance pad and sediment disposal area weekly and after each storm event or heavy use, reshape pad as
SILT FENCE FILTER FABRIC SPECIFICATIONS needed for drainage and runoff control. Top dress with clean stone as needed.
PENCE T T R F OR EQUIVALENT SEEDING LEGEND SEED MIXTURES - Immediately remove mud and sediment tracked or washed onto public roads by brushing or sweeping.
Flushing should be used only if the water is conveyed into a sediment trap or basin.
Figure 5-2: Permanent Seed Mixtures - Repair any broken road pavement immediately.
PROPERTY TEST PROCEDURE UNIT VALUE TEMPORARY SEED:
Silt Fence
GRAB TENSILE ASTM D4632 POUNDS 165
ANNUAL RYEGRASS AT 1 LB. PER 1000 SQ. FT. - Inspect the silt fence periodically and after each storm even
GRAB ELONGATION ASTM 04632 PERCENT >50 �
PUNCTURE ASTM D4633 POUNDS 90 STRAW MULCH AT 2 TONS PER ACRE Species Seeding Rate Suitable pH Site Sultnloltltyx - If fence fabrics tears, starts to decompose, or in any way becomes ineffective, replace the affected portion a Z
TRAPEZOIDAL TEAR ASTM D4533 POUNDS 75 lbs/acre lbs/1000 Well immediately. C
MULLEN BURST ASTM D3786 PSI 255 _ sq. ft. Droughty Drained Wet - Remove deposited sediment when it reaches half the height of the fence at its lowest point or is causing the r,
WATER FLOW RATE ASTM D4491 gpml� 170 PERMANENT SEED: _ _ F+•1 '"''
PERMITTIVITY ASTM 04491 SEC 2,0 Level and Sloping, ❑pen Arens fabric to bulge.
8 5.5-8.3 2 1 2 - Take care to avoid undermining the fence during clean out. W w
PERMEABILITY, K ASTM D4491 CM/SEC 0.4 1. Tnt( Fescue 35 F+•i
A,O,S ASTM 04751 Sieve Size 100-60 KENTUCKY BLUEGRASS AT 40 LBS. PER ACRE - After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring e Q � w
disturbed area to grade, and stabilize.
ASTM D4751 MM 0,15-0.25 CREEPING RED FESCUE AT 40 LBS. PER ACRE 2. Tall. Fescue 25 .6 5.5-8.3 1
FABRIC WEIGHT ASTM D3776 oz/yd2 6.0 STRAW MULCH AT 2 TONS PER ACRE Red Cloverwx 5 .12
Silt Fence Drop Inlet Protectio
THICKNESS ASTM 01777 Mils 80
U.V. RESISTANCE ASTM D4355 PERCENT )80 3, Kentucky Bluegrass 15 .4 5,5-7.5 2 1 � w
(500 HOURS) STRENGHT Creeping Red Fescue 15 4 P-4
RETAINED _ - Inspect the fabric barrier after storm events and make needed repairs immediately.
- Remove sediment from the pool area to ensure adequate runoff storage for the next rain, taking care not to a
TEMPORARY SEEDING Steep Banks and Cuts damage or undercut the fabric. dispose of all construction
W
4. Tat( Fescue 15 .4 5.8-7.5 2 1 2 - When the contributing drainage area has been stabilized, remove all and properly a
Kentucky Bluegrass 25 .6 material and sediment
4-� SET POSTS AND STAPLE THE Grade the disturbed area to the elevation of the top of the inlet and stabilize. a EXCAVATE A WIRE 2 WIRE MESH 5. Tall Fescue 35 ,8 5,5-8.3 2 1 4' X 4' TRENCH FENCING FENCING TO Upon completion of earth Moving operations -Emerald Crownvetch�w 10 .25 Permanent Seeding UPSLOPE ALONG BACK POST THE LINE OF A l 150 ounds of a rlcultural limestone per 100 0 sq. ft. (a roximatel Lawns and Hlgh Maintenance Areas pp y p g pp Y - Inspect periodically, especially after storm events, until the stand is successfully established, Chacteristics of a
RENCH 4' THE POSTS. three tons per acre) If neededi i.e. according to soil test. Spread 23 6, Kentucky Blue rass 40 .9 5,8-7.5 2 1 g g g g y 1-�
pounds of 12-12-12 analysis fertilizer (or equivalent) per 1000 sq. ft, y g successful stand include: vigorous dark teen or bluish seedlings; uniform density with nurse plants, legumes,
(approximately 1000 pounds per acre) or fertilize according 0 soil test, Creeping Red Fescue 40 .9 and grasses well inter-mixed; green leaves; and the perennials remaining green throughout the summer, at least at W 0
Apply additional 150# of 32-0-0 (ammonium nitrate) per acre or equlvotent the plant base.
if surface layer Is subsoil. 7. Perennial Ryegrass 170 4.0 5,0-7.5 1 P
(Turf Type) - Plan to add fertilizer the following growing season according to soil test recommendations. � Z
Repair damaged, bare, or sparse areas by filling any gullies, re-fertilizing, over- or re-seeding, and mulching.
8. Tall Fescue 170 4.0 5,5-8.3 2 1 2 - If plant cover is sparse or patchy, review the plant materials chosed, soil fertility, moisture condition, and
Work lime and fertilizer Into the soli to a depth of four Inches where -
possible, Equipment should operate at right angles to the slope, * 1 - Preferred 2 - Will Tolerate �� Innoculate with specific innoculants mulching; then repair the affected area either by over-seeding or by re-seeding and mulching after re-preparing �
POLYFELT TS600 the seedbed.
O Z ATTACH THE A BACKFILL THE
J FILTER FABRIC �}TRENCH AND BALED STRAW: EMBED EACH Apply seed uniformly according to the rate indicated in Fig. 5-1 by - If vegetation fails to grow, consider soil testing l.0 determine acidity or nutrient deficiency problems. Contact your
FILTERS TO THE WIRE COMPACT THE BALE 6" INTO GROUND broadcasting, drilling, or hydraulic application, Cover seeds to depth SWIf d Cooperative Extension office for assistance).
FABRIC FENCING AND EXCAVATED SOIL Indicated, See Fig, 5-3 on page 5-4 for seeding dates.
Figure 5-1 Temporary Seedings - If additional fertilization is needed to get a satisfactory stand, d0 SO according l.0 S011 test recommendations.
EXTEND IT INTO
THE TRENCH COMPACTED
BACKFILL CASTING PER DRAWING Tempora Seeding:
Firm the seed bed following seeding with n roller or cultlpacker unless
a cultlpacker seeder Is used. Apply mulch on all slopes that are steeper Kind of Seed 1000 Sq. Ft. Acre Remarks
than 6 percent immediately after seeding. See pages 5-10 and 5-11 for - Inspect periodically after planting to see that vegatative stands are adequately established, reseed i necessary.
additional mulching suggestions, also Fig, 5-7 on page 5-13. - - Check for erosion damage after storm events and repair, reseed and/or mulch as necessary. REVISION DATES
2-2"X2"X3� PEGS OR Wheat or Rye 3,5 lbs. 2 bu, Cover seed 1' to en
STEEL FENCE POST 1 1/2' deep - Top dress fall seeded wheat or rye seeding with 50 lbs/acre of nitrogen fertilizer in February or March if nitrog
EACH BALE - _ deficiency is apparent.
Spring Oats- 2.3 lbs_ 3 bu, -Cover seed V deep
BOTTOM
DRAINAGE Annual Ryegrass 1 lb. 40 lbs. Cover seed 1/4' deep
TEMPORARY SEEDING DATES
B _A
A STRAW BALE DROP INLET PROTECTION F Central Indiana
C3 B Figure 5-3 Approximate Seeding Dates For
PLAN ELEVATION (NOT TO SCALE) Jan Feb Mar Apr May Jun Jul. Aug Sep Oct Nov Dec EROSION CONTROL NOTES
POINTS 'A' SHOULD BE
HIGHER THAN POINT 'B' LAND ALTERATION WHICH STRIP THE LAND OF VEGETATION, INCLUDING
Wheat or Rye • REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION.
��- WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED, PROTECTED
GRAVELBAGS OVERLAP ❑ats
SILT FENCE DETAIL 1. Fill geotextile bags approximately half ` ` ONTO THE CURB - -y\
- = AND SUPPLEMENTED.
(NOT TO SCALE) full with 2 to 3-inch stone or gravel. - ` Annual THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO
�-
2. Lay tightly in a row curving upslope Ryegrass� A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS QUICKLY AS PRACTICAL.
from the curb and away from the inlet. __ _ _- -_ __ - - DATE: 05/21/09
RUNOFF Permanent Seeding Dates . TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED
3. Overlap bags onto the curb and extend ��/ AREAS DURING DEVELOPMENT.
a minimum of 3 feet into the street. r-� 3 T./MIN. BY: TAT
4. It using more than one layer of bags, ti Non-Irrigated - • PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL BY
overlap the bags with the row beneath, DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. CHECKED
and leave none-bag gap in the middle GAP BETWEEN BAGS pROTECTING A Irrigated \\�\ - • SEDIMENT IN RUN-OFF WATER SHALL BE TRAPPED BY THE USE OF SUCH METHODS
of the top row to serve as a spillway. ACTS AS A SPILLWAY BY.
DOWNSLOPE CURB LINET Dormant �\\ AS DEBRIS BASINS AND SILT TRAPS UNTIL THE DISTURBED AREA S STABILIZED. SCALE:
5. Install downslope of the lot to keep Seedingw • EROSION CONTROL MEASURES SHALL BE IN COMPLIANCE WITH THE INDIANA\ N.T DRAW
sediment from washing down street. � \
Irrigation needed during this period. To control. HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS. FILE: NG 09-037
6. Place bags in an arc around curb f� erosion at times other than In the shaded areas,
inlets that are in a sump position. �� �� use mulch, • THE CITY ENGINEERING OFFICE SHALL HAVE AUTHORITY TO REQUIRE ADDITIONAL EROSION
_��� CONTROL MEASURES DURING THE COURSE OF CONSTRUCTION, SHOULD JOB Og- 037
7. Inspect and repair as needed, and _/i PROTECTING A A Late summer seeding dates may be extended 5 SITE CONDITIONS SO WARRANT. N0:
remove any accumulated sediments after �y �T
every storm. SUMP POSITION CURB INLET days If mulch is applied. SHEET 1 .
Ww Increase seeding application by 50%, u4 , I
CURB INLET PROTECTION
(NO SCALE)
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FIRE HYDRANT 81 ASP EXISTIN .... .......................... .. .........................................H.,L _PATR/ 8* ASPHALT PATH .... .........................SANITARY SEWER MANHOLE �D ............... ................ o . -------CONSTRUCTION NOTES ............................. . ....................................- -------------------------------------------------------------------------------CUT El RIGHT-OF-WAY MARKER 0 SEE DRAWING FOR CALL—OUT
rA F EXISTING ASPHALT PATH GENERAL NOTE EXISTING 1/2 R/W Ol 10 20 40
REPLACE & REPAIR EXISTING ASPHALT PATH AS NECESSARY IF DAMAGED OR DISTURBED
----__------ ............. ------------__- ---------------------------------------
--------- ---------- ........... -------------------------------- ------------------------
DURING SANITARY SEWER CONSTRUCTION ACTIVITIES, ASPHALT PATH TO CITY OF CARMEL STANDARDS . ................
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PERMANENT SEEDING REQUIRED UPON COMPLETION OF CONSTRUCTION
ACTIVITIES OR ANY TIME THAT DISTURBED GROUND IS LEFT UNDISTURBED FOR MORE THAN 10 DAYS
�D
4. ALL SANITARY SEWER STANDARDS ARE PER CLAY TOWNSHIP REGIONAL WASTE DISTRICT STANDARDS
EXISTING 1/2 R/W i k
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5. ALL EROSION CONTROL STANDARDS ARE PER CITY OF CARMEL STANDARDS
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COUNTY AND STATE AGENCIES PRIOR TO STARTING CONSTRUCTION. zo J:
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2. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
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CONSTRUCTION AREA PRIOR TO STARTING ANY CONSTRUCTION.
CERTIFIED BY:
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY FOR NOTIFICATION AND
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DATUM ELEV 815
815 815
DATE: 04/21/09
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SOILS MAP
SWEEP FOR CONSTRUCTION SITE PLAN INDEX OPERATOR
00— CONTACT FOR INSTALLATION 8c MAINTENANCE
/ 1) 05120201090040 OF EROSION CONTROL MEASURES
2) Carmel Creek GEORGE S A L G E W
�� 6650 TELECOM DRIVE z Q z
3) 10-Year Calculated Run-Off is 1.13 CFS, 0.147 AC. IMPERVIOUS, 0.431
ACRES, PERVIOUS. INDIANAPOLIS, INDIANA 46 2 7 8 o 0
L,
(317)-347- 7308 H
4) The site drains from the right-of-way line north/northeast to
o Carmel Creek E-MAIL: GSALGE @DREESHOMES.COM �; N
o EXPERIENCE: + 30 Years of experience in home o
a
5) An existing well under the existing home is to be capped and W 0
/
closed per Health Department standards, no other locations wehre building C O n S t r u C t l O n.
stormwater may directly discharge into ground water was discovered or W z W M
made evident. En a z
6) Soil Map is shown. Q ��
a w
116th STIR 6A) Soil legend is shown.
613) The soil upon which the construction activities will commence is a
SOII»S well drained soil suitable for building sites. A properly designed
TYPES: foundation is adequate and standard erosion control methods will
Z
MmB suffice.
2 - Miami Silt Loam, 2 to 6 percent slopes, eroded O
Sh Shoals silt loam
7) Possible concrete spill during pouring of foundation. No hazardous r H
- / materials, fuels, or planned on being stored on site.
8A) Location of stormwater quality measures shown on plan.
10
N
813) Dimensions of stormwater quality measures shown on plan.
8C) Specifications shown on plan.
/ � W
8D) Construction details shown on plan. 1 .`
�lJ
8E) Monitoring and Maintenance Guidelines shown on plan.
O
9) General construction sequence shown on plan.
C7
10) Location of soil stockpile shown on plan.
O11) Temporary and Permanent Surface stablization shown on plan.
a
�+ - 12) Erosion and Sediment Control Specifications for individual building
O� lots shown on plan.
13) Material Handling, Storage, and Prevention Plan. No known
spillable materials are to be stored on site. Debris from contrusction
activities is to be picked up daily and disposed of properly.
Hazardous or Potential Contaminant Materials brought on site daily
```��glHUnrNp����i
LEGEND un need to refer to federal mandated MSDS sheets for proper handling �`����� TF9
/ PS and clean-up. "S,<Q•
77 L.F. S.F. ST
SF SILT FENCING � ��srE
ao/
14) Contact information for trained individual provided on plan. t'Q� NO RFo
IB CURB INLET INSERT (BASKET) PROTECTION
15) Current plan date shown on plans. t. STATE OF
CONSTRUCTION LIMITS Ps ��`
PS
o C!
`
...... 0 PERMANENT SEEDING
OD %
/ OD IN
CWB — CONCRETE WASHOUT BASIN, SHEET C4 I I I
PROPOSED CERTIFIED BY:
WIRE BASKET SEDIMENT BARRIER RESIDENCE
F.F. = 839;5'
(SEE DETAIL ON SHEET C4) Ps BsM'T = 829.5'
GAR 837.5'
— EROSION CONTROL BLANKET / � „ h P
ry
837.0
Q 0 96
P OP. Q o
' D I VjE� Q `
r--i
CONSTRUCTION SEQUENCING: /
0
PS "CONCRETE wnsHOUr' 0
W
(1) Establish construction limits in early June. Prior to stripping topsoil, establish construction SIGN 4
r � ;- ��a
limits and install silt fence downslope of all proposed disturbed areas. 2"x4" OR 4"x4" POST � w
SILT ^
O 8320 35' B.S.L. FENCE i--1 Ti••�
(2) Start stripping topsoil and creating stockpile, install silt fence simultaneously, and PS V1
installation of construction entrance in early June. � w
ADDITIONAL TEMPORARY CONSTRUCTION 4 ^
' ° DIRECTIONALLY DRIVE REQUIRED UP TO BUILDING 6'x6' OR A MIN. MINIMUM F+i N
(3) Install Gravel construction parking and staging area early June. AREA o 36 s,F. .� i�-1
<� PS BORED GRINDER LINE CONCRETE a W
(4) Mass earth moving to be mid-June, temporary seeding required for all areas immediately ' PUMP PRESSURIZED �
post earth-moving.
LINE WASHOUT .—I
34
L. S. 47 L.F .F. Z r_,
CUBIC YARD OF � a
(5) June to September, general site construction and building construction, maintain on-site COMP / PARTIALLY
materials storage and construction parking areas as needed, see sheet C4.1 for maintenance �; 1 DECOMPOSED WOOD MULCH PLAN W
(A MINIMUM DEPTH OF 9° f •
Schedule. TO BE MAINTAINED o
- - -' - EXISTING DRIVEWAY CUT ). SILT h'ti'1
(6) Installation of pavement end of September EXCUT W4` _ TO ACT AS TEMPORARY CONSTRUCTION FENCE Z
P t�t�!€WA _
DRIVE, TO BE KEPT CLEAR OF
CONSTRUCTION DEBRIS DAILY
_ r 0 F=
(7) Final seeding of any disturbed areas end of September. __°--- r � _:— _ _._ _ —�
EXISTING ASPHALT PATH
1 0'
(MINIMUM)
EXISTING 1/2 R/W NO SIGN TO BE PLACED BEHIND WASHOUT
ELEVATION )
PIT AND BE VISIBLE.
CONCRETE WASHOUT BASIN
__- __�_.___.__._.------__._ -- ____-- _._.__.._ _---__-- ,--_-_ _ .----- --------__- .-__---- ----.__-_. _-.---------___.--.__ INSERT (BASKET) CURB INLET (NO SCALE)
PROTECTION REQUIRED
STREET
REVISION DATES
REV. 06/03/09, PER CARMEL
I
1
ENGINEERING COMMENTS
EXISTING 1/2 R/W I ;
DROP INLET REAR YARD
PROTECTI RAIN AGE SWALE
- - - - 0
S - -----.._ __- .____..__�_ SUBSOIL
S _ __ -..�_. j / - STOCKPIKE
" DON 'T DIG BLIND" l ----- ' To HAVE SILT FENCE f_ �- TOPSOIL
I
_ ...-_. .._ ._. g. _ CIF .,__ _, INSTALLED AROUND IT) STOCKPIKE
PS _108 L.F. S FSf % SF SF SF SF TO HAVE SILT FENCE
�. -_.__ �. INSTALLED AROUND IT)
I ,
SF - _. }
._..._. �.. AREA TO B I O
_._ f
� 1_._..• __ ------840-----.., SF
SEEDED AND SS 1. Place 6 inches of coarse OWNER ULCHEDD Y r
PJO�\G OHO/Sr
stable subgradOT CA No. 2) over a COMPLETION OF HOUSE
(iti�gNc/N J CONSTRUCTION j GARAGE
_J W II gTjO�l0 2. Construct the drive at least 12
r Q Z ;i feet wide and 50 feet long or the SIDE YARD
14- z 6 DEEP '' distance to the foundation. DRAINAGE SWALE DATE:
Q PS CONSTRUCTION 05/21 /09
CONNE T TO EXISTING MANHOLE (MIN.) Y, ��e ENTRANCE/EXIT
~ 3. Add stone as needed to ! DRAWN
1 -800- 382-5544 PER CTWRD STANDARDS 2"-3" COARSE
maintain 6 inches of clean depth.
it ,i AGGREGATE
�� j �-SF—SF —� SF j BY: TAT
SCALE: 1" = 50' CALL BEFORE YOU DIG GEOTEXTILE FABRIC TO STABILIZE` ��� 4. To improve stability or it wet SIDEWALK
I,
FOUNDATION (ESPECIALLY IMPORTANT conditions are anticipated, place CHECKED
WHERE WETNESS IS ANTICIPATED) geotextile fabric on the graded BY:
foundation. 1 = 3 0
STREET EXISTING CURB AND GUTTER SCALE: 93 9
CURB INLET PROTECTION
TEMPORARY CONSTRUCTION ENTRANCE DRAWING 09-03x7
NOTES: 1) EROSION/SEDIMENT CONTROL MEASURES MUST BE FUNCTIONAL AND BE MAINTAINED FILE:
(NO SCALE) THROUGHOUT CONSTRUCTION
2) MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURE(S). JOB
09-037 N0:
SHEET N0 .
THIS SHEET FOR EROSION CONTROL_ MEASURES ONLY - TYPICAL LOT EROSION DETAIL C(NOT TO SCALE) 4
THIS SHEET FOR EROSION CONTROL MEASURES ONLY
Recommended Erosion Control Measures
c7 �
Erosion Control Blanket: Recommend erosion control blankets such as North
American Green 5150 be installed as a temporary erosion control measure in the * a
o a Maintenance - (1) Inspection practices at lease once a week, and (2) make repairs immediately after periods of rainfall.
f any swale with a concentrated surface water flow. Refer to erosion
bottom
control practice number 3.17. Z A Z
EROSION & SEDIMENT CONTROL SCHEDULE
Straw Bale Drop Inlet Protection: Recommend using straw bale drop inlet
protection as per erosion control practice number 3.54 as a temporary erosion Old Z ,.l M
control measure until blankets are installed. Other drop inlet protection practices EROSION CONTROL MEASURES MAINTENANCE INSTALLATION SEQUENCE W
O N
may become necessary upon the recommendation of the engineer or erosion N
control consultant if a specific need arises during construction. STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING
O `4 ^ N
SILT FENCE WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING Cn
Topsoil salvage and utilization: As per erosion control practice number 3.02. Z Removal of topsoil to a depth of six inches (or more if required by the engineer) EXISTING INLET WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING rn Q g ..
from all areas to be excavated or filled. Topsoil should be stored at a location PROTECTION �Z Ln "�Ln
where it will not interfere with construction operations. TREE PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED PRIOR TO CLEARING AND GRADING ,�1 00 px., (s,,
Temporary Seeding: Recommend temporary seeding as per erosion control practice TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS, AND AS NEEDED ALONG WITH ROUGH GRADING
number 3.11. If disturbed ground is to be left bare for two months or more. In
addition, it is recommended red clover be added to the seeding mixture at a rate TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING
of 10 pounds per acre.
PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING
Dormant and Frost Seeding: As per practice number 3.13 attached to be applied EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS, AND AS NEEDED AFTER FINISH GRADING
if necessary. 0
STRAW BALES WEEKLY, AFTER STORM EVENTS, AND AS NEEDED AFTER FINISH GRADING (1 U
Surface Roughening: As per erosion control practice number 3.03, suggest using a `'�•• f-z.]
bulldozer to track with cleats perpendicular to the slope of slopes on disturbed INLET PROTECTION WEEKLY, AFTER STORM EVENTS, AND AS NEEDED AFTER EACH INLET IS IN PLACE
ground of six percent or greater and around the shore of the lakes as a SEED,SOD, & LANDSCAPE WATER AS NEEDED AFTER FINISHED GRADING AROUND Q
temporary measure until ready for blankets. AROUND UNITS FINSIHED FINISHED UNITS
REMOVAL OF STRAW BALES N A AFTER ALL AREAS DRAINING TO
Temporary Gravel Construction Entrance/Exit Pad: Recommended as per erosion / THESE AREAS ARE STABILIZED
control practice number 3.01.
REMOVAL OF INLET N/A AFTER ALL AREAS DRAINING TO
PROTECTION THESE AREAS ARE STABILIZED
Tree Conservation/Protection: As per erosion control practice number 3.83, the AFTER ALL AREAS DRAINING TO
contractor shall, at the direction of the developer, endeavor to save and protect REMOVAL OF SILT FENCE N/A THESE AREAS ARE STABILIZED ^ ` ►D
trees of value and worth which do not impair construction of Improvements as \�\l Jl
O
designed. 3-1
In the event cut or fill exceeds 0.5 foot over the root area, the developer shall
be consulted with respect of protective measure to be taken, if any, to preserve
such trees.
a
Maintenance Schedule: Maintenance of all erosion control practices should be
done as needed on a weekly basis and after all large storms. A construction
supervisor should be assigned the task of seeing that all practices are installed
and maintained according to the design criteria. Maintenance for each erosion
control practice should be conducted per maintenance schedule shown on each
erosion control practice job sheet (attached).
A.
MONITORING AND MAINTENANCE: �
AI •"Z� No.RFO
* �k
Concrete Washout Basin ILS20300026:t
i. STATE OF .�
- Inspect weekly and after each storm even and make immediate repairs to silt fence and + �NDIANP •'�Q.
piping Remove acorn concrete
est when its minim m material
when it has
9 inches asyno longer resent. ''� q��•SURV�`
- Discard dry waste material in an acceptable manner. g p 4I1/1111 ID BY
CERTIFIED BY:
Teemporay Gravel Construction Entrance Drive: A �_
FENCE FILTER FABRIC SPECIFICATIONS - Inspect entrance pad and sediment disposal area weekly and after each storm event or heavy use, reshape pad as
SILT F
PENCEELT TS600 OR EQUIVALENT needed for drainage and runoff control. Top dress with clean stone as needed.
SEEDING LEGEND SEED MIXTURES - Immediately remove mud and sediment tracked or washed onto public roads by brushing or sweeping.
Figure 5-2: Permanent Seed Mixtures - Flushing should be used only if the water is conveyed into a sediment trap or basin.
PROPERTY TEST PROCEDURE UNIT VALUE TEMPORARY SEED: - Repair any broken road pavement immediately.
GRAB TENSILE ASTM D4632 POUNDS 165
Silt Fene e
GRAB ELONGATION ASTM D4632 PERCENT >50 ANNUAL RYEGRASS AT 1 LB. PER 1000 SO. FT.
PUNCTURE ASTM D4833 POUNDS 90 STRAW MULCH AT 2 TONS PER ACRE - Inspect the silt fence periodically and after each storm event
TRAPEZOIDAL TEAR ASTM D4533 POUNDS 75 Species Seeding Rate Suitable pH Site Sultabillty)K - If fence fabrics tears, starts to decompose, or in any way becomes ineffective, replace the affected portion
MULLEN BURST ASTM D3786 PSI 255 lbs/acre lbs/1000 Well immediately.
WATER FLOW RATE ASTM D4491 rohl2 170 s ft. Droughty Drained Wet
9P q - Remove deposited sediment when it reaches half the height of the fence at its lowest point or is causing the
PERMITTIVITY ASTM D4491 SEC_' 2.0 PERMANENT SEED: - - - - - p g p g
PERMEABILITY, K ASTM D4 SEC 0.4
AOS ASTM D477551 1 Sieve Level and Sloping, Open Areas fabric to bulge.
ie 1, Tatl Fescue 35 .8 5,5-8.3 2 1 2 W
ve Size t00-60 - Take care to avoid undermining the fence during clean out.
ASTM D4751 MM 015-0,25 KENTUCKY BLUEGRASS AT 40 LBS. PER ACRE - After the contributing drainage area has been stabilized, remove the fence and sediment deposits, bring the �Ny
FABRIC WEIGHT ASTM D3776 oz/yd 6.0 CREEPING RED FESCUE AT 40 LBS. PER ACRE 2, Tau Fescue 25 .6 5.5-8.3 1 disturbed area to grade, and stabilize. Q F� w
THICKNESS ASTM D1777 Mils 80 STRAW MULCH AT 2 TONS PER ACRE Red Cloverx)k 5 .12 ["
U,V, RESISTANCE ASTM D4355 PERCENT >80 p e
(500 HOURS) STRENGHT 3, Kentucky Bluegrass 15 4 5.5-7,5 2 1 Silt Fence Dro Inlet Protection
RETAINED Creeping Red Fescue 15 .4 - Inspect the fabric barrier after storm events and make needed repairs immediately.
- - - Remove sediment from the pool area to ensure adequate runoff storage for the next rain, taking care not to a
Stec Banks and Cuts
TEMPORARY p damage or undercut the fabric. � W
4. Tall Fescue 15 4 5.8-7.5 2 1 2 - When the contributing drainage area has been stabilized, remove all and properly dispose of all construction
51 SET POSTS AND STAPLE THE Kentucky ue g
Ktk Bluegrass 25 .6 material and sediment a �I
�
POST 1 EXCAVATE A WIRE 2 WIRE MESH - Grade the disturbed area to the elevation of the top of the inlet and stabilize.
4' X 4' TRENCH FENCING FENCING TO Upon completion of earth moving operations 5. Tau Fescue 35 .8 5.5-8,3 2 1
UPSLOPE ALONG BACK POST Emerald Crownvetch-K 10 .25
THE LINE OF Permanent See ¢
RENCH 4' X 4' THE POSTS. A 150 pounds of a rlcultural limestone per 100 Lawns and High Maintenance Areas
p Q Apply P 9 P 0 sq. ft. (approximately W
three tons per acre) if neededl i,e, according to sou test, Spread 23 - Inspect periodically, especially after storm events, until the stand is successfully established, (Chacteristics of a
pounds of 12-12-12 analysis fertilizer (or equivalent) per 1000 sq. ft, 6. Kentucky Bluegrass 40 .9 5,8-7.5 2 1
(approximately 1000 pounds per acre) or fertilize according to soil test, Creeping Red Fescue 40 9 successful stand include: vigorous dark green or bluish-green seedlings; uniform density with nurse plants, legumes,
and grasses well inter-mixed; green leaves; and the perennials remaining green throughout the summer, at least at
- Apply additional 150# of 32-0-0 (ammonium nitrate) per acre or equivalent w
- if surface layer is subsoil. 7. Perennial Ryegrass 170 4.0 5.0-7.5 1 the plant base. (_ •�
(Turf Type) - Plan to add fertilizer the following growing season according to soil test recommendations. CQ
S. Talt Fescue 170 4.0 5,5-8.3 2 1 2 - Repair damaged, bare, or sparse areas by filling any gullies, re-fertilizing, over- or re-seeding, and mulching.
Work time and fertilizer into the soil to a depth of four inches where _ _ - If plant cover is sparse or patchy, review the plant materials chosed, soil fertility, moisture condition, and
POLYFELT TS600
possible, Equipment should operate at right angles to the slope. * 1 - Preferred 2 - Will Tolerate *# Innoculate with specific: Innoculants mulching; hen repair the affected area either b over-seeding or b re-seeding and mulching after re-preparing
ATTACH THE 0 BACKFILL THE p g p y g y g g
3 FILTER FABRIC 4 TRENCH AND the seedbed.
FILTER TO THE WIRE COMPACT THE BALED STRAW: EMBED EACH Apply seed uniformly according to the rate Indicated in Fig, 5-1 by - If vegetation fails to grow, consider soil testing to determine acidity or nutrient deficiency problems. (Contact your
FABRIC FENCING AND EXCAVATED SOIL BALE 6" INTO GROUND broadcasting, drilling, or hydraulic application. Cover seeds to depth SWCD or Cooperative Extension office for assistance).
EXTEND IT INTO Indicated. See Fig, 5-3 on page 5-4 for seeding dates, Figure 5-1 Temporary Seedings - If additional fertilization is needed to get a satisfactory stand, do so according to soil test recommendations.
0 THE TRENCH COMPACTED
BACKFILL CASTING PER DRAWING -
Firm the seed bed following seeding with a roller or cu(tipacker unless Temporary Seeding:
a cultipacker seeder is used. Apply mulch on all slopes that are steeper Kind of Seed 1000 Sq. Ft, Acre Remarks
II17i� _ II :1-1 Ij[- than 6 percent immediately after seeding. See pages 5-10 and 5-11 for - Inspect periodically after planting to see that vegatative stands are adequately established, reseed if necessary.
r additional mulching suggestions, also Fig. 5-7 on page 5-13.
2-2"X2"X3' PEGS OR - -` - - Check for erosion damage after storm events and repair, reseed and/or mulch as necessary. REVISION DATES
STEEL FENCE POST Wheat or Rye 3.5 tics, 2 bu. Cover seed 1" to
1 1/2" deep - Top dress fall seeded wheat or rye seeding with 50 lbs/acre of nitrogen fertilizer in February or March if nitrogen
EACH BALE REV. 06/03/09, PER CARMEL
BOTTOM Spring Oats- 2,3 lbs. 3 bu, Cover seed I' deep deficiency 15 apparent. ZL ENGINEERING COMMENTS
DRAINS ACE_ WAY_y
'f �I Annual Ryegrass 1 lb, 40 tics, Cover seed 1/4" deeps Insert (]Basket) Curb Inlet Protection;
A TEMPORARY SEEDING DATES A%&boo B STRAW BALE DROP INLET PROTECTION Figure 5-3 Approximate Seeding Dates For Central Indiana Required at curb inlets on active streets.geotextile fabric and is installed under the storm sewer It consists grate.
f a metal frame or basket that is used to support
PLAN ELEVATION (NOT TO SCALE) - Has the capactiy to handle 2-year frequency 24 hour storm without bypass, weir bypass on larger storm events.
Jan Feb Mar Apr May Jun Jul Aug e Oct Nov Dec EROSION CONTROL NOTES
POINTS 'A' SHOULD BE p y g p - Metal frame or basket with with a top width and length such that the frame sits into the inlet. The basket
HIGHER THAN POINT 'B' - _ should be constructed to allow overflow over the top of the basket in a weir fashion for excessive storm events.
Wheat or Rye _ . LAND ALTERATION WHICH STRIP THE LAND OF VEGETATION, INCLUDING - Inspected daily during construction activities, removing accumulated sediment and debris after each storm event.
REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. Deposit sediment in an area where it will NOT re-enter the paved area or storm drains.
GRAVELBAGS OVERLAP Oats WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED, PROTECTED - Replace or clean geotextile fabric as needed.
SILT FENCE DETAIL 1. Fill geotextile bogs approximately half \ ONTO THE CURB - �\ - AND SUPPLEMENTED. - When the disturbed area has been stabilized, remove inlet protection.
(NOT TO SCALE) full with 2 to 3-inch stone or gravel. \\ - �\ Annual -
2. Lay tightly in a row curving upslope 1 - - Ryegrass • THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO
from the curb and away from the inlet. __ _ _ ,_ _ _ A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED AS QUICKLY AS PRACTICAL.
��i RUNOFF `- Permanent Seeding Dates TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED DATE: 05/21 /09
3. Overlap bags onto the curb and extend _ `�► AREAS DURING DEVELOPMENT.
a minimum of 3 feet into the street. -- 3 T./MIN. _
-y Non-Irri ateck \�� ��- • PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DYE TAT
4. If using more than one layer of bags, ��--�� g $y;
overlap the bags with the row beneath, - DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES.
and leave a one-bag gap in the middle GAP BETWEEN BAGS Irrigated \ \C�\ CHECKED
PROTECTING A
of the top row to serve as a spillway. ACTS AS A SPILLWAY - • SEDIMENT IN RUN-OFF WATER SHALL BE TRAPPED BY THE USE OF SUCH METHODS By;
OOWNSLOPE CURB LINET Dormant \ ��\� AS DEBRIS BASINS AND SILT TRAPS UNTIL THE DISTURBED AREA IS STABILIZED.
5. Install downslope of the lot to keep Seeding*)K SCALE: N•m, S
sediment from washing down street. \ • EROSION CONTROL MEASURES SHALL BE IN COMPLIANCE WITH THE INDIANA N. 1
Irrigation needed during this period, To control HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS.
in Place bags in an arc around curb �� erosion at times other than in the shaded areas, DRAWING 09-037
inlets that are in a sump position. use mulch, • THE CITY ENGINEERING OFFICE SHALL HAVE AUTHORITY TO REQUIRE ADDITIONAL EROSION FILE:
7. Inspect and repair as needed, and PROTECTING R A Late summer seeding dates may be extended 5 CONTROL MEASURES DURING THE COURSE OF CONSTRUCTION, SHOULD JOB 09-037
remove any accumulated sediments after �� 9 Y SITE CONDITIONS SO WARRANT. NO:
every storm. SUMP POSITION CURB INLET days if mulch is applied.
Increase seeding application by 50'/,. SHEET 1 V�T
O .
CURB INLET PROTECTION
(NO SCALE) U4__(D-