HomeMy WebLinkAboutC902-STORMWATER POLLUTION AND PREVENTION DETAILS0
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SEE�BE� PREPARATION
1. APPLV LIME TO RAISE THE pH TO THE LEVEL AS NEEOE� FOR SPEQES BEING
SEEDEO.
2 APPLV 23 POUNOS OF PHOSPHOROUS FREE FERTILIZER: 12-�-12 ANALY515 (OR
EQUIVALENI) PER 1000 Sp. Ff. (APPROXIMAIELY 1000 POUNDS PER ACRE) OR
FERTILIZE ACCORDING TO TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE
ON ARFAS LOW IN ORGANIC MATfER ANO FERtILIIY WILL GREAtLY ENHANCE
VEGEfATIVE GRO0.TH.
3. WORK THE FERTILIZER AN� LIME IMO THE SOIL TO A �EPTH OF 2-4 INCNES WITH
A HARROW, OiSN OR RAKE OPERPTEO ACRO55 THE SLOPE AS MUCM AS POSSIBLE.
4. STRAW MULCH AIUST BE APPLIED WITH ANY SEEDING. SLOPES 6:1 OR GRFATER
AN� STORM WATER CONVEVANCE SWALES MUSi BE STABILIZE� WRH EROSION
CONTROL BUNKEf.
SELECT A SEE� MIXTURE BASED ON PROJECTE� 115E OF THE AREA (SEE PERIAANENi
SEE� MIXIURE CHAR1). WMLE WNSIDERING BES1 SEE�ING DA1ES. li PERMANENI
SEEDING IS NOT PERMITTE� USE TEAIPORARY SEEOING UNTIL PERMANENT SEEDING CAN
BE APPLIEO. IF iOLERANCES ARE A PR06LEM, SUCH AS SALi iOLERANCE OF SEEDINGS
A�JACEM TO STREEfS AN� HIGHWAYS, SEE SEE� IDLERANCE CHART.
sai� w�,w n` � wa
mrvoinary ��
WEf NORM �RY �� 3z
creEEvwc reeo reswe p � p � � ��Eo. i zo-zs iz-ie �-zi
FESNG RIIBIiA
KENiUCKY BLUEGRA55 2 � 2 � � 1 MEO. t 20-35 12-18 10-PO
POP GROtIN515
tALL FESCUE 2 � � � � � �OW 1 Y4-35 44-36 5-14
rEstucn �. nreunoirvacea
PERENNIAL RYEGRA55 ME�
LOLWM PERENNE � � � - � � HIGH � �5-20 1Y-16 5-10
CROWNVEfCH _ � � p _ - LOW 1 5-10 24 14-21
coreow�u vnreu
reeo c�overe � _ z _ - MEo. i �-m �e s-�o
TFIfOLIUM PFOTENSE -
� sn�r ro�anrvcc /To eoiry so � sn�Ts e svw�r)
1 G00� T IDLERANCE
2 ME�IUM Mt MEOIUM TOLERANCE
- NOi TOLERANT 5 SLIGHT iOLERRNCE
TEMPORARVSEEDING
iVPE OF SEEO 1000 50. R. ACRE REIAARKS
WHEAi OR RVE 3.5 LBS. 2 BLL COVER SEEO 1" i0 1 1/2" DEEP
SPRING OAiS 2.3 LBS. 3 BLL WVER SEE� 1" �EEP
ANNUNL RYEGRA55 1 LB. 40 LB. COVER SEED 1/4" DEEP
" NOT NECESSARY WHERE lAIILCH IS APPLIE�.
wnenT or
ANNl1AL RVEG
JAN FEB MAR APR MAY JUN Jl1L AUG SEP OCT NOV OEC
RVE
OATS
tA55
PERMANENTSEEDING DATES
JAN FEB IAAR APR MAV JON JUL AUG SEP OCT NOV DEC
SEEDINC
❑IRRIGATION NEE�E� �URING THIS PERI00. TO CONTROL
EROSION PT TIMES OTMER THAN IN THE SHA�EO AREAS.
OSE AIULCH.
" UTE SUMMER SEEDING OATES MAV BE E#EN�EO 5 OAYS
IF MULCN IS APPLIE�.
�• INCREASE SEE�ING APPLICATION BV SOX.
TEMPORARV SEEDING DATES
IF SLOPE OF ENTRANCE E%CEEDS
PUBLIC ROAO
�s•
�\�/ T" THICKNESSJ �
B" MIN.
Z�M/N� GRADE FOUNDATION AND CROWIY
FOR POSITNE DRNNAGE
iNoor couasE nccaEcnrE
No.z- wnsHcc
RELEASED FOR CONSTRACTION .r�� �qaR�� ra ,
N (ESPECIALLY IN
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1T WERIAP
crvos or eurvK
EROSION CONTROL BUNNEf
(NORTH AMERICAN GREEN 51WBN�
OR APPROVE� EOUAL)
ANCHOR TOP EDGE 2
Of BIANKEt IN
b�x6' TRENCH 1�
s, �
1
�
GEOTEXRTILE
r�ow
acstrenirvt
I INSTA��A1i�N �ETAI�
) ��
AS AN ALTERNATNE, THE CONTRACTOR MAV
,.,N" W��SN OR �E SUBSTITUTE A COMMERCIAL GEOTEMILE FlLTER
z� N�ENj\NP OR AN APPROVE� EQUAL.
ua�° w�o` DETAIL 905 - EROSION CONTROL INLET PROTECTION
FOR CURB INLET AND CATCH BASINS
Su6jec��o compliance with allregula�ions wEfNE55 IS ANTICIPATED)
otS�a�ea�dla�alCode: -TEMPORARYCONSTRUSTIONENTRANCE
CityotCarmel (SITES 2 ACRES OR LARGER)
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onrE: 09/19/19
cxtErvo rnareic
m e" ae�aw
SURFACE
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(StAPLE OF BIpNKEf IN 6"X6�
p� TRENCH
PREPARE� & SEEDE�
6' MIN. TOPSOIL IAYER
s^xY' hnreow000 aosrs; Mirv.
3' IN l£NGTH
rxs• Hnaow000 caoss
BRACE; NAIL BRACES MTO
EACH CORNER POST
GEOTEX�ILE FABRIC
aaTi
P045 SHALL HAVE A MINIMUM LENGiH OF
�T 36 INCHES PWS BURIAL DEPTH. POS� MATERIAL
SHALL BE W00�, StEEL, OR SYNiHEfIC, AN� SHALL
BE OF SOPFlCIENI SiRENGiH 10 RESISt �AMAGE
ouawc irvsrn�uriory nrvo ro suaaoer aaaueo
LOADS.
FA9RIC SHALL BE A WOVEN GEOtE%11L£ FABRIC
CONSISTING OF STRONG ROT RESISTANT,
MATERIALS RESISTANT TO �ETERIORATION FROM
ULTRAVIOLET AND HEAT E%POSURE.
sEE NarE r�o. i
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W2 = (WC x 3)
END OF FLARED SECTION
WC
RIPRAP
s
�_ wi (wc + �a) �
ENo oF naaoN
� PUN
GEO?E%iILE FABRI� MIN.
0 % SLOPE
-r �-L� �
- - 1" MIN. FlLiER 1
FaaRic ua
NATURAL -. (IF NEEOEo)
GRADE L� VE ATION
...�1. OUTLEf La W1 W2 WC T H 450 4MA%
RIPRAP
���� -' Sh. 201 12 I! 2b25 ft 5.25 (C 21" 12 'n. 18 in. 8 m. 12 In.
x�� (� I � i (THICNN�S)
�� (� S �� Str. 202 12 Ii 11 tt J it 12' 12 n 18 Ir� 6-n. 9 In.
\ � 1
� 1 SK 300 12 I( 15J5 (L 3J5 fL 15" 12'n 19 in 6 n B In.
/
� Stc 400 12 If 15J5 ft 3J5 f4. 15 12 In 19 in 8 in 9 In
UYER OF
GEOTEXTILE FABRIC
SECTiON B-B
BLOWN/
FlLTER I
NOiES'. `�
1. COMPOST RLTER SOCK TO BE FlLTREXX SILTSOX% OR APPROVE� EOIIIVALENT.
2. SEE PLAN SHEEf FOR SIZES ANO L�CATIONS OF FlLTER SOCKS.
DETAIL 904 - FILTER SOCK
NOT TO SCALE
GrateMaster - Type A
DETAIL 906 - NON-PAVED AREA CATCH
BASIN INLET PROTECTION DETAIL
GRAiE CURB INLEf
OR CATCH BASIN �
REINFORQNG 9AR5 FOR��
REMOVAL OP �EVICE �\ .
STORM
AN�/OR
i
COMPACiE� FILL
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NOTES.
1. PREPARE SOIL BEFORE INSTALLING BIANKETS, INCWOING APPLICATION
OF LIME, iERTILRER AN� SEE�.
2. BEGIN Ai iHE TOP �F iHE SLOPE BY ANCHORING iHE BIANKEf IN 6"
�EEP X fi" DEEP WIDE TRENCH. BACKRLL AND COMPACT THE
TRENCH AFfER STAPLING.
3. ROLL iHE BUNKEfS (A) DOWN OR (B) HORRONiALLY ACRO55 iHE
SLOPE. iHE E�GES OF PAFALLEL BIANNES MOSi BE STAPLEO WRH
APPROX 2 ' OVERIAP.
4. WHEN BIANKETS MOST BE SLICE� DOWN THE SLOPE, PUCE BUNKEfS
END OVER EN� (SHINGLE SiVLE) WIiH APPROX. 12" OVERIAP.
5. EROSION CONTROL BLANKEfS SHALL BE INSTALLEO ON ALL 3:1
SLOPED, OR SiEEPER SLOPES WITH A MIN. OF fi" OF TOPSOIL.
6. SLOPE BL4NKEf5 SHALL BE WSTALLE� ON FlLL SLOPES IMME�IATELV
AFfER EMBANKMENlS ARE ESiABLISHE�. AT THE EN� OF EACH
WORKING DAV. NO MORE iHAN W FEEf OF SOIL SHALL BE E%POSE�
WItHOIIt BIANKES ON PERMANENt 3:1 FlLL SLOPES.
J. CONiRACTOR SHALL INSTALL SOPER 9LT FENCE ON 2:1 SLOPES HT
50 FEEf (MA%J WCREMENTS ALONG THE SLOPE LENGTH IN
ACCOR�ANCE WITH THE EROSION AND SE�IMENTATION WMROL PLANS
AND DEfAILS IMME�IAiELV AFfEft EMBANKMENiS ARE ESiABLISHED.
DETAIL 907 - SLOPE BLANKET INSTALLATION
�.
/ �
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SIZE
rews
nents
DETAIL 903 - BELOW GRATE INLET
PROTECTION
Noi io sca�E
i
- L
>
oani�u aiaE witH
FUREo Er�o sEctioN
DETAIL 902 - RIP RAP APRON DETAIL
NOT TO SCALE
ia Ma ausnc��� PLAN
LINING EXtEND OVER '', 7ypE "ABOVE GRADE"
TOP OF 6ALE `
�SiAKE (iYP.)
MIN. 2 PER BALE p'
i �e" oin.
i STEEL WIRE� <
srna�E oErni�
BALE (ttP.)
POST
3� % 8
WIiH SiRAW BALES CONCREfE WASHOUT
SIGN OEfAIL
(oa Eauivn�[Nr)
StAaLES WOOD OR METAL
(z aca an�E) srnucs (z acR an�c) "oTEs.
COMPACTE ���. SiRAW BALE 1. ACTUAL lAYOUT DEfERMMED
SOIL ��. ENTRENCHED W RELD.
\ 4" INTO SOIL 2. THE CONCREfE WASHOUT SIGN
- - -- - SHALL 9E INSiNLLED WIiHIN
SECTION B-B 3a R. or rHE tcrnPaanm
CONCREfE WASHOUT FAQLItt.
DETAIL 901- CONCRETE WASHOUT BMP
NOT TO SCALE
GEOTEX�ILE SPACE POSlS PER
iABRIC MANUiACTURER
RECOMMEN�AtI0N5
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NOTES.
1. CLA55 OR ME�IAN SIZE OF RIPRAP AN� LENGTH, WIDTH AN�
DEPTH OP APRON TO BE �ESIGNED BV THE ENGMEER AND ARE
SUMMARIZED BELOW.
2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND
AROUN� THE END OF THE PIPE OR CULVERT AT THE DISCHARGE
OUTLEf AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LE55
THNN T40 THIROS THE PIPE DIAMEfER OR CULVERT HEIGHT.
3. iHERE SHALL BE NO OVERFLOW FROM iHE END OF iHE APRON
i0 iHE SURFACE OF iHE RECEIVING CHANNEL. iHE AREA i0 9E
PAVE� OR RIPRAPPED SHALL BE UN�ERCUi 50 iHAi ?HE INVERI
OF 1HE APRON SHALL BE A1 iHE SAME GRADE (FWSH) WI1H
iHE SURFACE OF ?HE RECEIVING CHANNEL THE APRON SHALL
HAVE A CUWFF OR TOE WALL AT THE �OWNSTREAM EN�.
4. THE WIDTH OF THE ENO OF THE APRON SHALL BE EQUAL TO
THE BOTTOM WI�TH OF THE RECEIVING CHANNEL MAX. TAPER TO
RECEIVING CHANNEL 5:1.
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR
GREATER.
6. THE PUCING OF FlLL, EITHER LOOSE OR COMPACTED IN THE
RECEIVING CHANNEL SHALL NOT BE ALLOWED.
J. NO 9END5 OR CURVES IN iHE HORIZONIAL ALIGNMENI OF iHE
naRON wi�� eE aERMittEo.
9. FlLTER FABRIC SHALL BE INSTALLE� ON COMPACTE� SUBGRA�E
PRIOR TO PLACEMENT OF RIPRAP.
9. ANV DISTIIRBED AREA FROM EN� OF APRON TO RECENING
CHANNEL MUST BE STABILIZED.
��
GEOTEXTILE
FABRIC
°T I_I I_ WOOD POSi
JOINT WRAP DEiAIL
�TE
POStS SHALL HAVE A MINIMOM LENGiH OF
b6 INCHES PWS BURIAL �EP?H. POSt MAtERIAL
SHALL BE W00�, STEEL, OR SYNTNEiIC, AND SHALL
BE OG SUFFlQENT STRENGTH TO RESIST DAMAGE
DORING INSTALLATION AND TO SOPPORT APPLIED
LOA�S.
FABRIC SHALL BE A WWEN GEOTEXTILE GABRIC
CONSISTING OF STRONG, ROT RESISTANT,
MATERIALS RESISTANT TO OEfERIORAiION FROM
ULTRAVIOLET AN� HEAT E%POSURE.
DETAIL 900 - SILT FENCE
NOT W SCALE
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ZP Investments,
LLC Office
North Illinois St
Carmel, IN 46032
Owner
ZP Investments, LLC
11460 N Mendian Street
Carmel,IN 46032
317-705-5050
Architect/ Landscape Architect
RATIO ......... ......... ......... .........
101 South PennsyNania Street
Indianapolis, Indiana 46204
317-633-4040
Structural Engineer
CE Solutions
10 ShoShone Dr.
Carmel, IN 46032
317-324-6024
Mechamcal / Eledncal Engineer
Heapy Engineering
3850 Priority Way 5. Dr #204
Indianapolis, IN 46240
317-571-8795
Civil Engineer
Civil and Environmental Consultants, Inc.
530 E Ohio Street G
Indianapolis, IN 46204
317-655-7777
�� KEY PLAN
SEAL � DATE O6/21/19
ILL 9���ONC���°o4
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SHEETISSUE
issuEOFORcoNSTRucnoN ossvis
PROJECT NO. 02000.00(
SHEET TITLE
STORMWATER
POLLUTION
PREVENTION DETAILS
SHEETNUMBER
C903
' 1- PREFERRE� Y- WILL TOLERAff ^^ INOCUUTE WI1H SPEPFlC INOCUUff.