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ON-SITE EVALUATION FOR EROSION AND SEDIMENT CONTROL
Hamilton County Soil and Water Conservation District
1108 South 9th Street, Noblesville, IN 46060
Email at iohn-south@iaswcd.org Ph: 317-773-2181 Fax: 317-776-1101
Date: January 21,2004
R.L. Turner
Jim Garbor
PO Box 40
Zionsville, IN 46077
TYPE OF BV ALUA TION: 0 Initial . X Routine 0 Follow-up 0 Complaint
This evaluation is intended to assess the level of compliance with 327 lAC 15-5 (Rule 5). It is also intended to identifY areas where
additional measures may be required to control erosion and sedimentation AI/practices recommended in this report should be
evaluated as to their feasibility byaquali]ied ihdividual with structural practices designed by a qualffied engineer.
All erosion and sediment control measures shall meet the design criteria, standards, and specifications outlined in the "Indiana
Handbookfor Erosion Control in Developing Areas" or similar guidance documents.
Project Natne: Carmel Middle School
Present at Site: John South, Hamilton Co. SWCD
This Report Provided To: John Myers /
Skillman Corp.
Email
'J-
V*~/O
Carmel DOCS
Surveyor
IDNR, Doug Wolf
Current Site Information: Soccer fields, pond, area at the east eud of the. site and some of the parking islands have
been seeded. The water line ldong 126th Street is completed, The building is enclosed. Some work has occurred
on the softball field. It looks as if uo WOdi has recently been done west of the building and/or south of the track.
The Following Items Have Been Evaluated and Assigned a Designation of:
S = Satisfactory M = Marginal U = Unsatisfactory NA = Not Applicable
Construction Site Management for Erosion and Sediment Control
U (1) Disturbed areas have been adequately protected through seeding or other appropriate erosion and
sediment control measures.
S (2) Appropriate perimeter sedIment control measures have been implemented.
S (3) Conveyance. channels have been stabilized or protected with appropriate sediment control measures.
S (4) Erosion & sediment control measures are installed properly.
S (5) Stonn drain inlets have been adequately protected.
S (6) Outlets have been adequately stabilized.
M (7) Existing erosion & sediment control measures are being maintained.
M (8) Public & private roadways are being kept clear of accumulated sediment or tracked soil.
N/A (9) Erosion & sediment control measures have been installed and maintained on individual building sites.
Status of Sediment Retention On-Site
Site conditions present a high potential for off-site sedimentation.
There is evidence of off-site sedimentation.
Describe:
Satisfactory:
Marginal:
Unsatisfactory:
Not Applicable:
X Please Refer to the Comments Section of this Report
Definitions
The item is currently in compliance with the Rule
A concern has been identified; corrective action is strongly recommended to remain in compliance
A violation has been identified and the site is not in compliance; corrective action is required
Does not apply at thi sstage of construction
Revised 4/98
.-
ON-SITE EY ALVA nON FOR EROSION AND SEDIMENT CONTROL
COMMENTS
PROJECT NAME: Carmel Middle School
Page 2
The items checked below must be corrected prior to _(past due) unless otherWise noted.
Install an appropriate sediment control practice between construction areas and lower lying areas.
Replace/Repair silt fence and/or straw bale barriers.
Entrench silt fence (6-8 in.) and/or straw bale barriers (4 -6 in.) and stake straw bales.
Remove accumulated sediment from: 0 sediment traps/basins, 0 behind silt fence/straw bales, 0 around storm drain inlet
protection devices, 0 streets and gutters (Do not flush with water)
X Temporary seed, fertilize, and/or mulch: Recommend mulching disturbed ground and using a straw crimper to I{eep it
in place..
Permanent seed, fertilize, and mulch areas that are at final grade:_ X
X Protect storm drail1 inlets: X curb inlets, drop inlets Review inlet protection and refresh where needed. Install inlet
protection for curbed inlets.
Reshape and stabilize sideslopes of: 0 sediment traps/basins, 0 detention/retention basins
Install/Maintain construction entrance(s):
Reshape and stabilize conveyance channels:
Place greater emphasis on erosion and sediment control on building sites; contractors, subcontractors, material vendors, and
others should be made aware of erosion and sediment control requirements. Appropriate perimeter sediment controls
(e.g. silt fence) and stable construction entrances shall be utilized on all sites. Sediment tracked into the street shall be
removed (do not flush with water) at the end of each work day.
Other Requirements:
X Clean paved areas of mud.
This is recommended for a Notice of Violation. Temporary Seeding to protect disturbed areas that are not being worked
has not been accomplished.
This report submitted by: John B. South P.E. CPESC
Revised 4 198
", ,
'01-_6
Date: 10/30/03
ON-SITE EV ALUA TlONFOR EROSION AND SEDIMENT CONTROL
Hamilton County Soil and Water Conservation District
I 108 South 9th Street, Noblesville, IN 46060
Email at iohn-south@iaswcd.org Ph: 317-773-218l Fax: 317-776-] 101
R.L. Turner
Jim Garbor
PO Box 40
ZionsvilIe, IN 46077
TYPE OF EVALUA nON: 0 Initial X Routine 0 Follow-up 0 Complaint
This evaluation is intended to assess the level of compliance with 327 lAC /5-5 (Rule 5). It is also intended to idel1tifY areas where
additional measures may be required to control erosion and sedimentation. All practices recommended in this report should he
evaluated as to their feasibility by a qualified individual with structural practices designed hy a qualified engineer.
All erosion and sediment control measures shall meet the design criteria, standards. and specifications outlined in the "indiana
Handbookfor Erosion Control in Developing Areas" or similar guidance documents.
Project Name: Carmel Middle School
Present at Site: John South, Hamilton Co. SWCD
This Report Provided To: Jolm Myers
Skillman Corp.
Email
Carmel DOCS
Surveyor
Current Site Information: Soccer fields, pond, area at the east end of the site and some of the parking islands have
been seeded. The water line along 126th Street is completed. The building is nearly enclosed with the masonry
work nearly completed.
The Following Items Have Been Evaluated and Assigned a Designation of:
S = Satisfactory M = Marginal U = Unsatisfactory NA = Not Applicable
Construction Site Management for Erosion and Sediment Control
U (1) Disturbed areas have been adequately protected through seeding or other appropriate erosion and
sediment control measures.
S (2) Appropriate perimeter sediment control measures have been implemented.
S (3) Conveyance channels have been stabilized or .protected with appropriate sediment control measures
S (4) Erosion & sediment control measures are installed properly.
M (5) Storm drain inlets have been adequately protected.
S (6) Outlets have been adequately stabilized.
M (7) Existing erosion &. sediment control measures are being maintained.
S (8) Public & private roadways are being kept clear of accumulated sediment or tracked soil.
N/ A (9) Erosion & sediment control measures have been installed and maintained on individual building sites.
Status of Sediment Retention On-Site
Site conditions present a high potential for oft~site sedimentation.
There is evidence of off-site sedimentation.
Describe:
S ati s factory:
Marginal:
Unsatisfactory:
Not Applicable:
X Please Refer to the Comments Section of this Report
Defin itiom'
'rhe item is currently in compliance with the Rule
A concern has been identified; corrective action is strongly recommended to remain in compliance
A violation has been identified and the site is not in compliance; corrective action is required
Does not apply at this stage of construction
Revised 4/98
'P.
..
ON-SITE EVALUATION FOR EROSION AND SEDIMENT CONTROL
COMMENTS
PROJECT NAME: Cannel Middle School
Page 2
The items checked below must be corrected prior to _11/14/03 , unless otherwise noted.
Install an appropriate sediment control practice between construction areas and lower lying areas.
X Replace/Repair silt fence and/or straw bale barriers. ~Silt fence for swale along 12611] Street has failed.
Entrench silt fence (6-8 in.) and/or straw bale barriers (4 -6 in.) and stake straw bales.
Remove accumulated sediment from: 0 sediment traps/basins, 0 behind silt fence/straw bales, 0 around storm drain inlet
protection devices, 0 streets and gutters (Do not flush with water)
X Temporary seed, feltilize, and/or mulch: Recommend mulching disturbed ground and using a straw crimper to I{eep it
in place..
Permanent seed, fertilize, and mulch areas that are at final grade:_ X Protect storm drain inlets: X curb inlets) X drop
inlets Review inlet protection and refresh where needed. Install inlet protection for curbed inlets.
Reshape and stabilize sideslopes of: 0 sediment traps/basins, 0 detention/retention basins
Install/Maintain construction elltrance(s):
Reshape and stabilize conveyance channels:
Place greater emphasis on erosion and sediment control on building sites; contractors, subcontractors, material vendors, and
others should be made aware of erosion and sediment control requirements. Appropriate perimeter sediment controls
(e.g. silt fence) and stable construction entrances shall be utilized on all sites. Sediment tracked into the street shall be
removed (do not flush with water) at the end of each work day.
Other Requirements:
X Clean paved areas of mud.
This report submitted by: 10hn B. South r.E. CPESC
Revised 4/98
ON-SITE EV ALUA nON FOR EROStON AND SEDlivfENT CONTROL
COMMENTS
PROJECT NAME:
C ARHc:Lk.LAr I1/1J/JL~ Sc.f.lt'J6L
I
Page 2
The items checked below must be corrected prior to t,/z.Dh3 , unless otherwise noted.
,. ,
~ Insta II an appropriate sediment COI1trol ~ractice between construpio. n peas and IO'j.er lying areas ';l J
D ,leA c:1ee~j &/ /15#4 /l? tf-I'-< S';'rt'cts /l~xL ~ soe~e/ hi"/d.J
0' Replace/Repait" silt fence and/or straw bali barriers,
o Elltrench Silt fence (6-8 in) and/or straw bale barriers (4 -6 in,) and stake straw bales,
o Remove accumulated sediment from: 0 sediment traps/basins, 0 behind silt fence/straw bales, 0 around stonn drain inlet
p,'otection devices, 0 streets and guttel's (Do not flush with water)
o Temporary seed, fertilize, and/or mulch:
~'
I'/,e/d.....~>
~
o
o Install/Maintajn construction entrance(s):
~ Reshape and stabilize conveyance channels
5W4k,s
In fwl't'I( St1[i!"('1" //~/b
(; Place greater emphasis on erosion and sediment control on building sites; contractors, subcontractors, material vendors, ana
others should be made aware of erosion and sediment control requirements, Appropriate perimeter sediment controls
(e,g. silt fence) and stable construction entrances shall be utilized on all sites, Sediment tracked into the street shall be
removed (do not flush with water) at the end of each work day
(; Other Requirements:
No-rc ~
r rEH 'S :1 .0/ -r,-S- ()AI ;:.AST IlEf);ctl..).
.
aJ f]'.~
/
Reviwd 4 .-' 98
This report submitted by:
~ /~Jc,3
I f
Project Name: CAJZItC~ /Ct./i.j' HILJJ)/..E SC-/I"Ol-
I
Present at Site: John South, Hamilton Co. SWCD, :rIH 6AKf41~k
This Report Provided To: Ji rI (; AK BtJJ< ..'J"blll II YEIZS
1<. 1. W;2#E/2 5k'llL nil/v ak?p.
Po Box '10 FIly ?5.3-03'7&
Z/tJ"./SViLt.E'> II
,
L/tD'?7
ON-SITE EV ALVA TION FOR EROSION AND SEDIMENT CONTROL
Hamilton County Soiland Water Conservation Dis,trict
1108 South 91h Street, Noblesville, IN 46060'
Ph: 317-773-2181 Fax: 317-776-1101
Date:
51,) /ZoE-Yb/Z.
CARItEL
HLE-
TYPE OF EVALUATION:
o Initial
o Routine
o Follow-up
o Complaint
This evaluation is illtended to assess the level of compliance with 327 lAC 15-5 (Rule 5). It is also intended to identify areas
where additiollal measures may be required to control erosion and sedimentation. All practices recommended in this report
should be evaluated as to their feasibility by a qualified individual with structural practices designed by a qualified engine,er.
All erosion and sediment control measures shall meet the design aiteria, standards, and specifications outlined in tile "Indiana
Handbookfor Erosion Control in Developing Areas" or similar guidance documents.
Current Site Information: ~~f/.2.aLL FieLD - rn :<1.fa.LI"l-~ fl''/ e....
SClc.ccr hK!.l.O:3- t..AZtt/EJ.. r l.J, tiHAAI& iED. FiN/f///A/6 /R/06A "I/JJ/(J
BASE i~L.L-. F'E,-D~ tJJtI~J-/,4jV&eD. - 30:Pe (.)j'EJ.J 81'" 114.fLu/ WoRK
PtJ)/O C6/tPt..EE..'tE.[) - /Y'C'r 5",4811-1 ?::/Ej)
EiCL!.ESS SPOIL SPf?EiAD AL(V'/t, cAS T Sf DIE Dr 5; rE.
SEED/AI.
The Following Items Have Been Evaluated and Assigned a Designation of:
S = Satisfactory M = Marginal U = Unsatisfactory NA = Not Applicable
Construction Site Mllnagement for Erosion lllld Sediment Control
S M @ NA (1) Disturbed areas have been adequately protected through seeding or other appropriate erosion and
sediment control measures.
S M @ N'\ (2) Appropriate perimeter sediment control measures have been implemented.
SM. N~ (3) Conveyance channels have been stabilized or protected with appropriate sediment control measures.
S M NA (4) Erosion & sediment control measures are installed properly.
S M @ NA (5) Storm drain inlets have been adequately protected
@ M U NA (6) Outlets have been adequately stabilized.
S M @ NA (7) Existing erosion & sediment control measures are being maintained.
@ M U NA (8) Public & private roadways are being kept clear of accumulated sediment or tracked soil.
S M U @ (9) Erosion & sediment control measures have been installed and maintained on individual building sites,
Status of Sediment Retention On-Site
~ Site conditions present a high potential for off-site sedimentation,
o There is evidence of off-site sedimentation.
Describe:
Satisfactory:
Marginal:
Unsatisfactory:
Not Applicable:
J( Please Refer to the Comments Section of this Report
Definitions
The item is currently in compliance with the Rule
A concern has been identified; corrective action is strongly recommended to remain in compliance
A violation has been identified and the site is 110t in compliance; cOlTective action is required
Does not apply at this stage of construction
Revised 4/98
ON-SITE EVALUATION FOR EROSION AND SEDIMENT CONTROL
, . (
Hamilton County Soil and Water Conservation District
1 ] 08 South 91h Street, NoblcsviIle, TN 46060
Ph: 317-773-2181 Fax: 3]7-77~-1 ]01
~ /0 ).--
SUr)
,,:-u,
Date: ~::r" J Go .ex':!
Project Name: ! L:, Altfl..c( 7f!iEJ~
Present at Site: John South, Hamilton Co, SWCD,
This RepOlt Provided To: Jh
~N' j'( 1E.RS
TYPE OF EVALUATION: 0 Initial 0 Routine Y Follow-up 0 Complaint
This evaluation is intended to asseSS,tlte level of compliance with 327 lAC 15-5 (Rule 5). It is also intended to identify areas
where additional measures may be req'uired toeoI/tro[. erosion and sedimentation. All practices recommended in this report
should be evaluated as to their feasibility by a qualified individual with structural practices designed by a qualified engineer.
All erosion and sediment control measures shall meet the d;:sign criteria, standards, and specifications outlined in the "Indiana
Handbookfor Erosion Control in Developing Areas" or similar guidance documents.
Current Site Information: HElJI.lt' RIU/tI~ Lit! r T",vt) -uJ~k5.
FU>7"/34Ll-' Fu;/...q P/l/Jt.. rtt:&/iL!M...lJS
I3LJ5E84LL F/-lliI.)S - /Vb eMa#&.ce:
E. jULit.l(J,r/tJ),I cui plJAI() t:.bVi/ AI U€S
,.oIE.C/.$/()~.i3 1'J!3.,V,oIN6 t!:'JA/,w.IIe21!:.. rD V>-.J€. Eyr.e4 1)112..7'
.5
The Following'Items Have Been Evaluated and Assigned a Designation of:
S = Satisfactory M = M.arginal U = Unsatisfactory NA = Not Applicable
Construction' Site Management for Erosion and Sediment Control
S M @ NA (1) Disturbed areas have been adeqtiat~ly protected through seeding or other appropriate erosion and
sediment control measures.
(2) Appropriate perimeter sediment control measures have been implemented.
(3) Conveyance channels have been stabilized or protected with appropriate sediment control measures.
(4) Erosion & sediment control measures are installed properly.
NA (5) Storm drain inlets havebeen adequately protected.
NA (6) Outlets have been adequately stabilized.
NA (7) Existing erasi'on & sediment control measures are being maintained.
NA (8) Public & private roadways are being kept clear of accumulated sediment or tracked soil.
@ (9) Erosion & sediment control measures have been installed and maintained on individual building sites
-0/ Sot:..~I!t;2 19EJ.D..s.JI~ CIW3.M5.E
S M @ NA
S 1'.1 @ NA
~,1\1 U NA
S @ U'
c1)'M U
SQ;,Du
Q)MU
S M U
Status of Sediment Retention On-Site
A. Site conditions present a'high potential for oft:'site sedimentation.
o There is evidence of off-site sedimentation.
Describe:
Satisfactory:
Marginal:
Unsatisfactory:
Not Applicable:
" Please Refer to the Comments S~ction of this Report
Definitions
The item is currently in compliance with the Rule
A concern has been identified; corrective action is strongly recommended to remain in compliance
A violation has been identified and the site is not in compliance; corrective action is required
Does not apply at this stage of construction
Revised 4 / 98
ON-SITE tv ALVA nON FOR EROSION AND SEDfMENT CONTROL
PROJECT NAME:
COMMENTS
e.'orMel /1/clc!k Sc/oo/
Page 2
The items checked below must be corrected prior to ;;;- - 2:)-03 , unless otherwise noted.
o Install an appropriate sediment control practice between construction areas and lower lying areas.
)(
o
o
Replace/Repair silt fence and/or straw bale barriers e IJST .,$ Jj)l! DF SIre!,
Entrench silt fence (6-8 in.) and/or straw bale barriers (4 -6 in.) and stake straw bales.
Remove accumulated sediment from: .0 sediment traps/basins, 0 behind silt fence/straw bales, 0 around storm drain inlet
protection devices, 0 streets and gutters (Do not flush with water)
Temporary seed, fertilize, andlor mulch:
'1
Y:
Permanent seed, fertilize, and 'mulch areas that are at final
grade:
o
o
Protect storm drain inlets: 0 curb inlets, 0 drop inlets
Reshape and stabilize sideslopes 9f: 0 sediment trapsfbasins, 0 detention/retention basins
o
o
Install/Maintain construction entrance(s):
Reshape and stabilize conveyance channels:
o
Place greater emphasis on erosion and sediment control on building sites; contractors, subcontractors, material vendors, and
others should be made aware of erosion and sediment control requirements. Appropriate perimeter sediment controls
(e,g. silt fence) and stable construction entrances shall be utilized on all sites. Sediment tracked into the street shall be
removed (do not flush with water) at the end of each work day.
Other Requirements:
Ji
/.
lJ D/J
DEVl5'lE. it> ,eLM! PVI1P lJ./r.4k.e /0 tJ!EtIJ47'ER Ir)JJL)
L S-rAAI/./~.e 6;eIJ/)eS 1),1./ StJI-'T# ,SI.l2IE ()~ J4v..O 4~' ~e.eTAJJL,JS#
;$ /"'- r FeNCe.
,;3.
/#LE'7" I',.(!IJ 71l!..t. .,.. /~# 1='(;1:. P ,lu2. J:11I.I6./...,O r /)..J).J:r..$.
;tJJD c!),c:~ P4vE.O 4;:)PA ..5,
;:L #$ r .41.. /...
SCI(.aPE
~
-rH~-rIl,t.L P/1""'C.U ~}I&KS ;1:1 'Jirt: 5~c.t!.er ~/.e"O !W4 1- lit. $.
PlteFIE.IC"i: s p.:rP'EJJC:.e t'!IIIU)'-S tlV5r~uJ.Af) 6.LJe12Y .IbOt '"
..:r;
D~~;;:"D IHew..,.- Awatf' FlZtJH .~N~'T:S
;:::"_~_ NEE/.).~ or?:> DE rVt:KED UN~ ~A$,../,v'6.
To;, ,e,>on ",bm ;tted by, af ~
. /
R evi:icd 4 198
-/7'
ON-SITE EVALUATION FOR EROSION AND SEDIMENT CONTROL
Hamilton County Soil and Water Conservation District
lIaS South 9t1; Street, Nob lesville, TN 46060
Ph: 3]7-773-2181 Fax: 317-776-1101
Date: ~- 30.03
V?:rlr.,~;~Ir=pclJ7U~J.:OD-~ ~
~~- ,. - -------
Present at Site: John South, Hamilton Co. SWCD, :::roll 11 yi!e.S
This Report Provided To: .:TO"," f1 't e,., v'
S k;JlrA1DK lMf'
Project Name:
J
. . -r"d.
S'4."-,-I.:.b"6'I"Mi'~"~ .
~ /Ud-
S\))
C tI~.nIC 7
5.H vc "e-/
,
FIe...
TYPE OF EVALUATION:
o Initial
<< Routine
o Follow-up
o Complaint
Current Site Information:
,
It
S M @ NA
S M ~ NA
S 6) U NA
S M @ NA
QM U NA
S M ~ NA
@ M U NA
S 1\1 U ~
(2)
(3)
(4)
(5)
(6)
(7)
(8)
(9)
Status of Sediment Retention On-Site
p< Site conditIOns present a high potential for off-site sedimentation.
o There is evidence of off-site sedimentation.
Describe:
Satisfactory:
Marginal:
Unsatisfactory:
Not Applicable:
V Please Refer to the Comments Section of this Report
Definitions
The item is currently in compliance with the Rule
A concern has been identified; conective action is strongly recommended to remain in compliance
A violation bas been identified and the site is not in compliance; conective action is required
Does not apply at this stage of construction
Revised 4/98
~~/ '- r".'"
ON-SITE EV ALVA TION FOR EROSION AND SEDIMENT CONTROL
PROJECT NAIv1E:
COMMENTS
C'~JOge/ ff,tlA Sf:. 4t:JD I
Page 2
The items checl,ed below must be corrected prior to .5" hS"'!D::J , unless otherwise noted.
~ ,
~ Install an appropriate sediment control practice between construction areas and Lower lying areas.
1et #o~e..
~
I(
jI ~~\~!P ~]3Elir J: t~ K:.I,;';: 1l11iil1"T.[tnl'!: 19[1~B ~:all im.
o
Entrench silt fence (6-8 in,) and/or straw bale barl"iers (4 --6 in.) and stake straw bales.
Remove accumulated slOdiment from: 0 sediment traps/basins, 0 behind silt fence/straw bales, 0 around storm drain inlet
protlOction devices, 0 streets and gutters (Do not flush with water)
Temporary seed, fertilize, and/or mulch: S~e "colt
<X
~
Permanent seed, fertilize, and mulch areas that are at final
grade: . S~, ~r!Jfc..
~
. l
Protect storm drain inlets: 0 curb inlets, 9C drop inlets _ .JNlllua ~ #It.
,
Reshape and stabi lize sideslopes of: 0 sediment traps/basins, 0 detention/retention basins
Q
o
Install/Maintain wnstruction entrance(s):
Reshape and stabilize conveyance channels:
.
.""
gD ce"" fit(/;
~&k.J
S 1"/;1 'kz. c
J10
o Place greater emphasis on erosion and sediment control on building sit6S; contractors, subcontractors, material vendors, and
others should be made aware of erosion and sediment control reqllirements. Appropriate perimeter sediment controls
(e,g. silt fence) and stable construction entrances shall be utilized on all sites. Sediment tracked into the street shall be
removed (do not flush with water) at the end of each work day.
~ Other Requirements:
z.
IV ;.4t ;.J,t ~'~
el('s ~ ...",l ,
~/~ Jl<e. , ,.~s~,)cf ~ ';:;l-!~
- ,. ',re ~t<S M" - b(t~ 'IJ~ _ -
!
S6~c.er F;c/t/S
f),)/wked d;".c~ .1,"'1 61t t 5...."'-
F,.f/44/J ~'eld
8,~ d,' ,....D~J~ '
An 4"(H~...cl c./k4..1.~ ;:Jol.Ad
5o~1 f-fOG!. P " /es . I
1
~
"r6 pc
/ I
J I \.... e....
~
Thi5 rep0l1 subm itted by:
;frI /1- b
Rel'ised 4 ! 98
1121/23/21211212
HAMIL TON CO USDA ~~~-
I A~ ~~
I ON_StTEEVALUAtlONFOREHOS N.ANDSEDJ! NTCONTROL f( ~ "'<.~\
Hamilton County SoH and W ter C nservation lstdct t\, "J; \"J:
1103 South 9111 Streel, N ole, ille, TN 460 0 \ ~t-C;t_\~t.U \;
JAL.I. . PUIJ-773-2I!1 F dl -776-1101 <0 \\<;;1 n 1JM1. Ii!;
I Da(e~ ___~ t.. \- UtjCS
i ::::::~:l::~~oJ:;':::,l;~~1:D \~~., f(~
'ft'I'" D 'port PI'~" ;ded To'. '.,' ~ ' ; ~. __~~,"'1- ',P-
I I'~ V" IfP ,. ~.,-.S:..::.,~.- .;' __"",.",;.0_,
_.:ro~--. H~rtf'. i1.rPdl 'c
Ii., 7!J3. ot~S SVfvll
~d c:.
08:24
317-775-1Hll
".
""
TYPE OF E;VALUATJON:
o Initial
vi( RQU ine
o Follow.up
o Complaint
This r!\lalu(lt~o" 1$ Intended to IUseyS the level of compliance with PIC 15-5 (Ru e 5). It is alsf) intended to Identify arl!a.~
where additional ItUUlSUl'er may be required to comroI erosion an .'{edl en.ratio,., U practlce,~ recommended ili this report
should be evaluated as to theirfeasibility by a qualified imllviclua with truCfuralp ctiu.., de~lgl1ed by a qualified engIneer,
A If erosion ami ,~iZ{(fm~nt control measures shall meet (hI! druigH riterip, srllndC1rds and specifir:<<tto11S outlined in IlIe "Indiana
HandhookfOf Eroskm Control in Developing Area.v" or simill1r [dance dQcumen ,f.
Cllrrem SHe Informi.llion:
@M U NA (2)
S M ~N A (3)
S IY\ NA (<1)
SM. U NA (5)
S M U NA (6)
'S@U NA ('7)
([)M U NA (8)
S M U ~ (9)
maintained,
ulated sediment or tr<lcked soil.
d and maintained on individual building sites,
Status of Sedil11ilnt Retelltjon On-Site
W Site COT1di\iollS present a high potential for ()ff-~jte 5edi mati .11.
o There is evidence of off-site Sl!dimentation,
Describe:
Siltisfactory:
M{\.rginal~
Unsatisfactory:
Not Applicable:
Please Refer to th€ Comments Section Qf tJ1iS Report
Defl Won.
The item is currently in compliance with the'R Ie
A concern has been identified; corrective actio is 51 \)11gly recommended to remain in compliance
A violation has been identified and tr.e site is 11 t in ol11pliance; {affective action is required
Doe, IiOt applY at fhis :>tage of constrtlction I Revised 4/11/1
10/23/2002 08:24
317-776-1101
HAMILTON CO USDA
PAGE 04
r
PROJECT NAME:
C IKmc./
ON-S1TE EY ALUATIO'N FOR ElS.OS
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The items checked below must be corrected prior to ' u nle
o 1 n':5t1l1 1 an app,opritlte sediment control practil,:e between cOllstf ction (It'eas and 1
o
o
ReplaceJRepair silt fence and/Or straw bale balTiers
Entrench silt fence (6-8 in,) and/or straw bale barriers (4 -6 i ) and stake straw ales.
Remove accumulated sedimem from: 0 sediment traps/basins 0 be ind silt fen e/strawbales.O around storm drain inlet
protection devices, 0 stree~ and gutters (Donor flllSh with w ter)_
Temporary seed, ferti lize. and/or mulch: cl
o
X
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)(
Q
Pcrm3nent seed, fertilize, and mulch a.teas that are al fin<ll
grade. R II ~c
Prote~t storm -drain inlets: !(tctlrb inlet~, . drop inlm~ Qi "t:~
Resl1/1pe ,1I1d stabi lize sidl'!slopes of: 0 sediment trl\p~/basil')s, 0 de entionfretel'1
I
~~Maintail1 construction cntrance(s): I
Reshape and stabilize con:veyancc channel:;: ~_ I
o
o
o
I'lace greattlr emph~is on erosion (ill'\d sediment control 011 b ; Idll1 sites; contr dors, subcontractors, material vendors, and
others ShOl11d be made aware of erosion and sediment contro reql.li 'ements. A propriate perimeter sediment controls
(e.g silt fence) and stable construetlol') entrances shall be util zed 0 all sites. dilTlent tracked into the street shaH be
removed (do not flush with water) at The end of each work d
Other R.equirements:
~
This repoli s~lbmtrted by:
Rcvi.,,;il 4 /911
This report was Provided To:
ON-SITE EV AT ,DATION FOR EROSION AND SEDIMENT CONTROL
HamUn County Soil and Water ConservaO District
1108 South 9th Street, Noblesville, IN 46060
Telephone: 317-773-2181 Fax(:, 317-7-7-6-1-10'~\.
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Date:
af~ ~z
Project Name: 6'1"';nd
,I
Present at Site: John South, Hamilton Co. SWCD,
Type OF EV ALUA nON:
o Initial ~ Routine 0 Follow-up 0 Complaint
This evaluation is intended to assess the level of compliance with 327 lAC 15-5 (Rule 5). It is also intended to identify areas where
additional measures may be required to control erosion and sedimentation. All practices recommended in this report should be
evaluated as to their feasibility by a qualified individual with structural practices designed by a qualified engineer.
All erosion and sediment control measures shall meet the design criteria, standards, and specifications outlined in the
"Indiana Handbook for Erosion Control in Developing Areas" or similar guidance documents.
Current Site Information: :/"'I1f~ &t); J;.,~
The Following Items Have Been Evaluated and Assigned a Designation of:
S = Satisfactory M = Marginal U = Unsatisfactory NA = Not Applicable
Constructio~te Management for Erosion and Sediment Control
S M lliJ NA (1) Disturbed areas have been adequately protected through seeding or other appropriate erosion and
sediment control measures.
S M (ij) NA (2) Appropriate perimeter sediment control measures have been implemented.
S M 1f t@ (3) Conveyance channels have been stabilized orprotected with appropriate sediment control measures.
~ M U 1'fA (4) Erosion & sediment control measures are installed properly.
S M U ~ (5) Storm drain in. lets have been adequately protected.
S M U ~ (6) Outlets have been adequately stabilized.
(]) M U NA (7) Existing erosion & sediment control measures are being maintained.
GS) M U NA (8) Public & private roadways are being kept clear of accumulated sediment or tracked soil.
S M U @ (9) Erosion & sediment control measures have been installed and maintained on individual building sites.
Status of Sediment Retention On-Site
13" Site conditions present a high potential for off-site sedimentation.
o There is evidence of off site sedimentatipn,
o Description provided:
~Please Refer to the Comments Section of this Report
Compiled By: Defmitions
Satisfactory: The item is currently in compliance with the rule
I .'
Marginal: A concern has been identified; corrective action is strongly recommended to remain in compliance
Unsatisfactory: A violation has been identified and the site is not in compliance; corrective action is required
Not Applicable: Does Dot apply at this stage of construction Revised 4/98
u
J
ON-SITE EV ALVA TION FOR EROSION AND SEDIMENT CONTROL "J.., \\~' G d-
COMMENTS ;?l""~.
/ // / /" {.C;:;'j,;;
PROJECT NAME: C I1rnf(:1 #////(" S~/M . ;'- <"6/ to
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The items checked below must be corrected prior to fi'6'/6z:. , unless otherwise noted. (,3'
o Install an appropriate sediment control practice betwe~n construction areas and lower lying areas.
o
o
o
ReplacelRepair silt fence and/or straw bale barriers,
Entrench silt fence (6-8 in.) andlor straw bale barriers (4 -0 in.) and stake straw bales.
Remove .accumulated sediment from: 0 sediment trapslbasins, 0 behind silt fence/straw bales, 0 around storm drain inlet
proteCtion devices, ~ ~treets and gutters (Do not ~ush w~er)
Temporary seed, fertlll:te, and/or mulch: 7)"s r:
')(
o
Permanent seed, fertilize, and mulch areas that are at final
grade:
o
o
Protect stonn drain inlets: 0 curb inlets, 0 drop inlets
Reshape and stabilize sideslopes of: 0 sediment traps/basIDs, 0 detention/retention basins
o
o
InstalL/Maintainconstnlction entrance(s):
Reshape and stabilize conveyance chalIDels:
o
rlb.l7-
o
h
fL
/'
;
/
For questions regarding this report contact:
John South
( \ /'\
EROs ON AND SEDIMENT CONTR'rrL PLAN
TECHNICAL REVIEW AND COMMENT
Hamilton County Soil and Water Conservation District
1108 South 9th Street, Nohlesville IN 46060
Ph- 317-773-1432 or Email at john-sollth(tlJiaswcd.org
PROJECT NAME:
Carmel/Clay Middle School (~"'tl.\"\'lClAf'rt- \)$ 'E)
Mr. ~illiam Payne " Carmel CIa?1 Sch~~.~\qon~9rtJion
F anmng/How~y ASSOCI ales. Tnc Carmel Indla;1~./~"/j,.\.
9025 North River Road, Smte 200 /;/ .' -13 ~ 'y-:\
Indianapolis, IN 46240 t7 'tf1 <"C'Oh ',,,)
317-848-0966 (:"j ./1' ~,-)
John B. South ~.E.. . ,. r\, tlOe ~~>
Celtrfied ProfessIonal 111 EroSIOn and Sediment Conti;?j:" cr (,j
" / \, ..>'
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Plan Review Date:j4;r151O~\; , \;'/
~~!_'.../
SUBMITTED BY:
REVIEWED BY:
PLAN REVIEW PROCEDURE: Site Visit Date:
LOCA nON: Southeast corner of 126th and Shelborne Rd.
LEGAL DESCRIPTlON: Sec. 32
TOWNSHlP: 18N
RANGE: 3E
CIVIL TOWNSI-llP: Clay
SOIL SURVEY MAP SHEET: # 49
The technical review and cornments are intended [0 evaluate the completeness of the erosion and sediment control plan for the
project. The erosion and sediment control plan submitted was not revie,vedfor the adequacy r4 the engineering design. All
practices included in the plan, as well as those recommended in the comments should be evaluated as to theirfeasibility by a
qualified individual with structural practices designed by a qualified engineer. The plan has not been reviewed for local, state,
or federalpermits Ihal may be required to proceed with this project Additional information, including design calculations may
be requested lofurther eva/uale the erosion and sediment control plan.
The erosion and sediment control plan has been reviewed and it has been determined that tbe plan:
X Satisfies the minimum requirements and intent of 327TAC 15-5 (Rule 5). Notification will be forwarded to the
Indiana Department uf Environmental Management.
Proper implementation of the ero:>ion and sediment control plan and inspection:> of the construction site by the developer or a
representative are necessmy to minimize ojJ~site sedimentation. The developer should be aware that unforeseen construction
activities and weather conditions may effect the performance of a practice or the erosion and sediment conlrol plan The plan
ml/st be ajlexible document, with provisions to modifj) or substitute practices as necessary.
Revised 4 ! 97
Cc: Carmel DOCS
Ha. Co. Surveyor
Ha. Co. Highway
IDEM
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Architects Engilleers Consultants
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To: Laurence M. Lillig, Jr.
Planning Administrator
Board of Zoning Appeals
Department af Community Services
City of Carmel
One Civic Square
Carmel, In 46032
Date:
May 16, 2002
Project:
New Middle School
Carmel Clay Schools
Carmel, Indiana
Project No. 201102.00
From: William E. Payne, AlA
Owne r-I n-Cha rge/Principal
8
8
Member Packets
NO. OF COPIES
Sent via: 0 Mail
o Fax
o Overnight
o UPS
- [ZJ Hand Deliver
o Pickup
COMMENTS:
WEP/sal
c: Rollin E. Farrand, Jr., RA, Director of Facilities and Transportation, Carmel Clay Schools
1
\-
9025 North River Road, Suite 200 '1 Indianapolis, Indiana 46240
(317) 848-0966 ~ Fax (317) 848-0843"'1\ http://www.fhai.com
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., . anrun5' : J.owey
Associates} me.
Architects Engineers Consultants
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To: Laurence M. Lillig, Jr. Date: April 24, 2002 /.. . f
Planning Administrator ' -
Board of Zoning Appeals I , ~ftrt:lsJ~l?refj
I -
Department of Community Services (' APR ,,", 'liS:!)
City of Carmel 24 2002
One Civic Square ~~~\ DOCS
Carmel, In 46032 Project: New Middle School \" '
.. ,',
\~ e. f .)fd. Carmel Clay Schools '<;~<, -
From: William E. PaYl)e, AlA' i/'J Carmel, Indiana
Owner-ln-Charge/Principal ' Project No. 201102.00
NO. OF COPIES DESCRIPTION OF ITEMS
2 North Entry - Building Signage Drawing - 04/19/02
2 West Entry- Building Signage Drawing - 04/19/02 ,
2 Electrical Site Plan - 04/08/02
Sent via: 0 Mail
D Fax
D Overnight
D UPS
lZJ Hand Deliver
D Pickup
COMMENTS:
WEP/sal
c: Rollin E. Farrand, Jr., RA, Director of Facilities and Transportation, Carmel Clay Schools
of
9025 NOIih River Road, Suite 200" Indianapulis, Indiana 46240
(317) 848-0966 ~ Fax (317) 848-0843'" http://www.fhai.com
APR 16 '02 11:20PM
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Fanning - Howey Associates, [ne.
Re: Carmel Clay Schools-
New Middle School
126Lh & Shelbourne Road
J have reviewed the plans for this project and have the follo~ing comment9,
1. This project is located within the watershed of the JW Brendle Regulated Drain,
Therefore an Outlet Permit is required,
2. Any crossing of the open ditch with require a Crossing Permit.
3. Show the 100 year elevation for the detention area on the plans.
4. The approved allowable discharge rate for the Brendle watershed is 0.24 cfs per acre.
The number used in the cales was the preliminary number. Please revised the
drainage report accordingly.
5. The use of a safety ledge within the detention area will be required. Please show the
a.ppr.opriate Hamilton County DetaiL Approved standard details can now be
downloaded from our website at www.co.hal11ilton.in.us .
6. Show detail 0-4 for bank armament at the outlet pipe into the open channel.
7. Are you proposing SSD in the soccel' tields? If so, please show where these will
outlet.
8. Further investigation is needed to determine if other work is required to be done to
the: Brendle Drain on this site.
9, Label the limits of the statutory easement along the Brendle drain sheet G2.1.
If YOll have any questions or comments, please feel free to contact this office at (317)776-
8495.
s~'nc ,
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.~/ Steven T. Cash
Plan Reviewer
Co; Carmel Eng,
Carmel DOCS
Co. Hwy.
SCS
Ter Horst, Lamson & Fisk
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EROSION AND SEDIMENT CONTR PLAN
TECHNICAL REVIEW AND COMMENT
Hamilton Connty Soil and Water Conservation District
1108 South 9th Street, Noblesville IN 46060
Ph- 317-773-1432 or Email at joltn-south@iaswcd.org
PROJECT NAME:
Carmel/Clay Middle School
SUBMITTED BY:
Mr. William Payne Carmel Clay Schoo1-e~ou~
Fanning/Howey Associates Inc Camle] Indiana ~ ..l ~e;:":\.
9025 North River Road, Suite 200 T
fndianapolis, IN 46240 RECEIVED ~
317-848-0966 APR 17 2002
John B. South P.E. nocs
Celiitied Professional in Erosion and Sediment Control ~
&J;' -\ ~/
Plan Review Date: 4/~
REVIEWED BY:
PLAN REVIEW PROCEDURE: Site Visit Date:
LOCATION: Southeast corner of I 26th and Shelbornc Rd.
LEGAL DESCRIPTION: Sec. 32
TOV/NSHrP: 18N
RANGE: 3E
CIVIL TOWNSHIP: Clay
SOIL SURVEY MAP SHEET: # 49
The technical review and comments are intended to evaluate the completeness of the erosion and sedirnent control plan/or the
project. The erosion and sediment control plan sul)Jnitted was not reviewedfor the adequacy of the engineering design. All
practices included in the plan, as well as those recommended in the comments should be evaluated as to theirfeasibility by a
qualij/ed individual with structural practices designed by a qualified engineer. The plan has not been reviewedfor local, state,
orfederal permits that may be required to proceed 1vilh this project. Additional information, including design calculations may
be requested tofurther evaluate the erosion and sedimel1l control plan.
The erosion and sediment control plan has been reviewed and it has heen determined that the plan:
Satisfies the minimum requirements and intent of 3271AC 15-5 (Rule 5). Notification will he fm-warded to the
Indiana Department of Environmental Management.
I~cfcr to the comments section for additional information.
X Does not satisfy the minimum requirements ami intent of 3271AC 15-5 (Rule 5); deficiencies are noted in the
checklist and in the comments section. Deficiencies constitute potential violations of the rule and must be
adequately addressed for compli:mce. The information necessary to satisfy the deficiencies must he suhmitted:
Proper hl/plementation of the erosion and sediment controlplan and inspections of the construction site by the developer or a
representative are necessary to minimize off-site sedimel1lalion. The developer should be aware that unforeseen construction
activities and ,veather conditions may efject the performance (Jfa practice or the erosion and sediment control plan. The plan
must be a flexible document, with provisions 10 modifY or substitute practices as necessary.
Revised 4/97
:
PROJECT:
Page 2 of 4
Yes No
x IA
x 1B
x IC
x 10
x IE
Yes No
x 2A
x 28
x 2C
x 20
x
x
x
x
x
Yes No
x
x
Yes No
x 4A
x 4B
x 4C
x 4D
x 4.E
x
x
x
x
n/a
x
Carmel/Clay ~dle School
u
ARE THE FOLLOWING ITEMS ADEQUATELY ADDRESSED ON THE PLANS?
(All Plans },;Just Include Appropriate Legends, Scales, ((I1{/ North Arrow)
(Items that are Not Applicable to tlli.~ Project are desiglUlted by /VA)
PROJECT INFORMATION
Project Location Map (Show project in relatIOn to other areas of the cOlinty)
Narrative Describing the Nature and Purpose of the Project
Location of Planned and/or Existing Roads, Utilities, Structures, Highways, etc.
Lot and/or Building Locations
Landuse of Adjacent Areas
(Show the Entire Upstream Watershed and A;{jacent Areas Within 5()() Fc,et of the Property Lines)
TOPOGRAPHIC DRAINAGE, AND GENERAL SITE FEATURES
Existing Vegetation (ldentW' and Delineate)
Location and Name of All Wetlands, Lal{es and Water Courses On and Adjacent to the Site
100 Ycar Floodplains, Floodway Fringcs, and Floodways (Note if None)
Soils Information (IJhydric soils are present, it is the responsihility oJthe ownerldl!veloper to
investigate the existence of wetlands and to obtall1 permitsfi'om the appropriate government agencies)
2E Existing and Planned Contours at an Interval Appropriate to Indicate Drainage Patterns
2F Locations of Specific Points Whcre Stormmlter Discharge Will Leave thc Sitc
2G Identify All Receiving Waters ( ((Discharge ts 10 a Separate Municipal Storm Sewer, Identify the
Name oflhl! Municl/JOI Operator and Ihe lJllimate Receiving Water)
2H Potential Areas Where Storm water May Enter Groundwater (Note if None)
21 Location of Stormwater System (Include Culverts, Slurm Sewers, Channels, and Swales)
LAND DISTURBING ACTIVITIES
3A Location and Approximate Dimensions of All Disturbcd A reas [i.e., Constmetion Limits]
(Areas When, Vegetative Cuver Will Be Presl!rved Should bl! Clearly Designated)
3B Soil Stockpiles and or Borrow Areas (Show Locations orNate i(None)
41"
4G
4H
41
4J
4K
EROSION AND SEDIMENT CONTROL MEASURES
Sequence of When Each Measure Will Be Implemented (Relalive 10 Earth Disturbing Activities)
Monitoring and Maintenance Guidelines for Each Measure
Perimeter Sediment Control Me3s11 res (Location, Construction Detail, Dimensions, and Specifications)
Temporary Seeding (Specificatiuns, Including Seed Mi.x, Fertilizer, Lime, and ivluich Rates)
Tempor3ry Erosion and Sediment Control Measures
(Location, Construction Detail. Dimensions, and Specifications)
Permanent Erosion and Sediment Cuntrol Measures
(Location, Construction Detail, Dimensions, and Specifications)
Storm Dr3in Inlet Protection (Location. Construction Detoil, Dimensions, Clnd Specifications)
Stormwater Outlet Protection (Location, Construction Detail, Dimensions, and Specifications)
Stable Construction Entrance (Location, Construction Detail, Dimensiuns, and Specifications)
Erosion and Sediment Control on Individual Buildillg Lots (Specifications)
PCI-manent Seeding (SpecijiclIiirJn.l'; Including Seed Mix, Fertilizer, Lime, Gnd Mulch Rate.l)
Revised 4 /97
ER~ON AND SEDIMENT CONTRbi PLAN
TECHNICAL REVIEW
COMMENTS
PROJECT:
Carmel/Clay Middle School
Page 3 of 4
Note: All erosion and ,~edimeJlt control measures shown on tI,e p{an.~ and referenced in this review must meet the design
criteria, standards, ami specifications outlined in the "indiana Hamlbook for Erosion Control in Developing Areas "from ti,e
bulimUl DepaJ'tmellt of Natural Resources, Division of Soil COlIServatioJl or similar Guidlrllce DocumeJlts.
lE. Please identify land use areas adjacent to the project. Information should include designation ofvlhether
property adjacent to the project is agricultural, residential and/or conunercial. In addition, significant land
uses should be identified; these include but are not limited to wetlands, ponds, and watercourses.
2A. Delineation of existing vegetation is not complete. Delineation of the different types of existing
vegetation is not shown. Identification/delineation of existing vegetation on erosion control plans is a
requirement of Rule 5.
2B. & 2C. Provide information on the plan.
2D. Please include soils information with a soil map.
2B. Please include information.
3 A. Construction limits need to be ShOVv11 to clearly delineate limits of soil disturbance, a requirement of
Rule 5. Tree conservation areas should be clearly identified on the plans with construction details for
tree protection practices.
3B. Soil stockpiLe area is not addressed in the plan as required by Rule 5. It appears from the information
provided that the contractor will probably stockpile topsoil somewhere until it can be spread as required
in the plan on aU lawn areas. A suggestion for stockpile information is determined where stockpiling
would be not be desired from an erosion and sediment control aspect and describe or define undesirable
locations.
4A. The lack of a site specific installation schedule of each measure in relation to earth disturbing and
construction activities is a concern of our office and is a requirement of Rule 5. Erosion control
practices will be the most effective if they are instaUed in an appropriate sequence. For assistance in
developing a schedule please contact our office or consult Section 2.3 of the "Indiana Handbook for
Erosion Control in Developing Areas" published by the Division of Soil Conservation, Indiana
Department of Natural Resources.
4B. Each erosion and sediment control practice has difIerent maintenance requirements. Consult the
Handbook for the individual requirements. An overall maintenance program should be part of the plan
and is a requirement of Rule 5. A maintenance program should include regular inspections and
; " . U
inspection after each storm event.
the project.
Maintenance responsibilities neeW be outlined for the entire life of
4C. Perimeter controls shown are inadequate to prevent offsite sedimentation since silt fence can only
adequately control runoff from 111 acre per 100 feet of fence on level ground, according to the Handbook
see practice 3.74. Additional perimeter sediment controls are needed. Consider adding temporary
diversions with sediment basins/traps designed according to the drainage area. Sediment trapslbasins
win need to have size and construction dimensions.
4D. Seeding of disturbed areas in a timely manner will greatly reduce sedimentation as well as improve the
visual appearance ofthe project. Temporary seeding should be considered for areas left unfinished until
the building or other construction is completed.
4E. Silt fence is not adequate for watersheds that exceed more than 1;4 acre per 100 lineal feet or have
concentrated flow. Additional temporary practices, such as sediment traps or basins will be needed on this
sloping site. These practices need to have sufficient information for the contractor to build them- elevations
and dimensions.
41. A construction entrance is needed.
Note-
Existing wells need to be abandoned per state and county code.
An existing 10" concrete drain tile crosses 126\11 Street approximately 450' east of Shelborne Road. This tile
needs to be located and connected to the proposed storm sewer system.
Cc: Carmel DOCS
Ha. Co. Surveyor
I-Ia. Co. Highway
File
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consultant relative to plans for this development and several others in a revised
submission to IDEM.
Key West Subdivision
The District has no comments on the plat but will need to review and approve construction
plans when they are completed. The petitioner should contact the District's engineering
consultant relative to plans for this development and several others in a revised
submission to IDEM.
New 126th Street Middle School
Plans have been received by the District and reviewed by the District's engineering
consultant and will be ready for submittal to IDEM for state construction permits once the
District's construction specifications are added to the plans. The School Corporation also
needs to consider dedicating the sewers to the District for maintenance once they are
completed. The District is also negotiating with the School Corporation for easement
rights for a future force main through the property; if they remain private, no other
users besides the School Corporation will be allowed to connect. Building permits should
NOT be issued unless the District has issued connection permits.
Saddle Creek Sections 10 & 11
A comment letter was sent by the District's engineering consultant to Cripe in July 2001
but the District has not received any revised plans for review since that time. Please
have the petitioner provide plaIls for review. Building permits should NOT be issued unless
the District has issued connection permits.
Cox Hall Park Maintenance Facility
The plans received by the District do not indicate how the facility proposes to receive
sanitary sewer service. District specifications need to be added to the plans. Building
permits should NOT be issued unless the District has issued connection permits.
Little Farms Lot 46 (Primary Plat Amendment)
The petitioner will need to contact the District to discuss the proposed sanitary sewer
connection; for an existing active line, connection via a manhole core drill is preferred.
Other requirements may also apply at the time the District issues its connection permit.
Building permits should NOT be issued unles.s the District has issued connection permits.
Little Farms Lot 26 (Primary Plat Amendment)
The District has not received any plans for this proposal. Building permits should NOT be
issued unless the District has issued connection permits.
Village of West Clay Commercial Building 2
District specifications should be added to the plans. The plans are not clear as to the
location of the sewer connection. Building permits should NOT be issued unless the
District has issued connection permits.
103rd Street Office Building Addition
All work on relocating the existing sanitary lateral will need to be inspected. Additional
permit and inspection fees will be due the District. Building permits should NOT be issued
unless the District has issued connection permits.
Please remind all TAC applicants to provide plans directly to the District at our main
office address at:
10701 N. College Avenue, Suite A, Indianapolis, IN 46280-1098.
If there are questions about the District's requirements, then please refer to our website
for current information on the District's construction specification and permit standards.
2
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Johnson, Sue E
From:
Sent:
To:
Subject:
Dobosiewicz, Jon C
Friday, April 12, 2002 3:40 PM
Johnson, Sue E
FW; April 17 Carmel/Clay T AC Agenda
Sue Ellen,
Hope you had a good vacation day (weekend). Please forward the following comments you
received from the District to petitioners.
Than..l<:s ,
Jon
see you Wednesday
-----Original Message-----
From: Jay Alley [mailto:Jay@ctrwd.org]
Sent: Friday, April 12, 2002 2:08 PM
To: rfarrand@ccs.k12.in.us; AKeeling@ci.carmel.in.us;
CTingley@ci.carmel.in.us; DHill@ci.carmel.in.us;
DPattyn@ci.carmel.in.us; Ghoyt@ci.carmel.in.us; GStahl@ci.carmel.in.us;
JDobosiewicz@ci.carmel.in.us; JKendall@ci.carmel.in.us;
JPFoster@ci.carmel.in.usi KHahn@ci.carmel.in.us;
LLillig@ci.carmel.in.usi MFogarty@ci.carmel.in.us;
MHollibaugh@ci.carmel.in.us; MMcBride@ci.carmel.in.us;
MSnyder@ci.carmel.in.us; PMorrissey@ci.carmel.in.us;
PPace@ci.carmel.in.us; RAuler@ci.carmel.in.us; RHancock@ci.carmel.in.us;
SBrewer@ci.carmel.in.usi SJohnson@ci.carmel.in.us;
slillard@ci.carmel.in.us; WAkers@ci.carmel.in.us; sprater@cmsenergy.comi
sjb@co.hamilton.in.us; stc@co.hamilton.in.us; john-south@iaswcd.org;
heck@iquest.net; jeffry.farmer@timewarnercable.comi tskolak@usps.gov;
cshupperd@vectren.com
Cc: Candy Feltner; tstevens@mann-properties.comi preis@reislaw.comi
rlauritsen@SLMACO.com
Subject: Re: April 17 Carmel/Clay TAC Agenda
Hello everyone:
Following are CTRWD comments on the agenda items effecting our sanitary sewers or service
area for the April 17 TAC meeting. please feel free to copy and distribute this email or
attach it to your meeting minutes. We have also created a new page on our website linked
to the "Construction" page where we have posted all CTRWD TAC comments from 2001 and 20D2
meetings held ~o date. We will continue to add to this page every month so please let.
everyone know they can view our comments online now too.
West Carmel Center Block B
The plans received by the District only showed a sewer connection for one building; each
building needs to have its own individual connection to the District's sewer so the plans
will need to be revised to show how the whole site will be served.
West Carmel Center Block D
The District has no comments on the re-plat unless it effects the sanitary sewers in
development.
Sedgwick Subdivision
The District has no comments on the plat but will need to review and approve construction
plans when they are completed. The petitioner should contact the District's engineering
1
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From:
Laurence M. Lillig, Jr.
Planning Administrator
Board of Zoning Appeals
Department of Community Services
City of Carmel
One Civic Square
Carmel, In 46032
William E. Payne, AlA L
owner-tn-Charge/Prin(1" '
Date:
April 12, 2002
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To:
Project:
New Middle School
Carmel Clay Schools
Carmel, Indiana
Project NO.,201102.00
NO. OF COPIES DESCRIPTION OF ITEMS
2 Special Use Applications
2 Developmental Standards Variance Application
Sent via: D Mail
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COMMENTS:
Drawings required for this submission were previously forwarded under separate cover.
WEP/sal
c: Rollin E. Farrand, Jr., RA, Director of Facilities and Transportation, Carmel Clay Schools
9025 North River Road, Suite 200 ~ Indianapolis, Indiana 46240
(317) 848-0966 'I Fax (317) 848-0843 'l http://www,thai.com
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April 5, 2002
William E. Payne, AlA
Fanning/Howey Associates, Inc.
9025 North River Road, Suite 200
Indianapolis, IN 46240
RE: Project No. 201102.00
Dear Mr. Payne:
I have received and reviewed the infoffilation for the above-mentioned
project number.
At the present time, I see nothing in the plans that would hamper law
enforcement efforts.
If we can be of any further assistance to you, please contact us.
Respectfully,
~fo~!M
Chief of Police
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(317) 571.2500
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Sharon Prater
Panhandle Eastern Pipeline Company
9371 Zionsville Road
Zionsville, IN 46077
Date:
April 2, 2002
Project
New Middle School
Carmel Clay Schools
Carmel, Indiana
Project No. 201102.00
From: William E. Payne, AlA
Owner-I n-C harge/Principal
NO. OF COPIES DESCRIPTION OF ITEMS
1 See Attached Drawing List
1 Lighting Specification Sheets
Sent via: D Mail
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COMMENTS:
This Project for Carmel Clay Schools is a new grades 6-8 Middle School of approximately 240,000 square
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Scott Brewer
Department of Community Services
One Civic Square
Carmel, IN 46032
Date:
April 2, 2002
Project:
New Middle Scliool
Carmel Clay Schools
Carmel, Indiana
Project No. 201102.00
From: WilHam E. Payne, AlA
Owner-I n-Charge/Princi pal
NO. OF COPIES DESCRIPTION OF ITEMS
3 See Attached Drawing List
3 Lighting Specification Sheets
Sent via: D Mail
o Fax
o Overnight
OUPS
[g] Hand Deliver
D Pickup
COMMENTS:
This Project for Carmel Clay Schools is a new grades 6-8 Middle School of approximately 240,000 square
feet. Site work includes reconstruction of displaced soccer fields, the internal access drive and all
development within the internal access drive. A Special Use Application for a school building in a S-1
residential district and developmental and standard variances applications for building height and for
signage are being made to the Board of Zoning Appeals.
WEP/hcn
9025 North River Road, Suite 200"'l Indianapolis. Indiana 46240
(317) 848-0966 "l Fax (317) 848-0843 ~ http://www.fhai.com
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HYPAK 4000 SERIES
CONTROLLED CUT OfF AREA LIGHT
DESCRIPTION:
The Hypak 4000 is a versatile high performance sharp vertical cutoff
lumina Ire capable of meeting a]1 the needs of area lighting The unit
can be surface mounted, recessed, pole, post, pendant, and base
mounted to allow for maximum versatility. To insure long
maintenance-free service, Hydrel uses a single die cast aluminum
housing and a vandal resislant polycarbonate, projecting lens. All
hardware is stainless steel. Silicone gaskets assure weatller and
bug tight seals, 100% Q.C. inspection and pretesting of ballasts are
standard.
SPECIFICATIONS:
HOUSING: The housing shall consist of a aile piece aluminum di8
casting having integrally cast knockouts for 4-0 box entry and for
independent mounting on surfaces. The housing slmll measure
163/8" x 15 5/8" x 6 7/8". The housing shall be provided with a cast
aluminulll splice bDx fDr recessed or surface mounting with exposed
conduit. It shall also be provided with cast aiuminum accessories
making the unit suitable for pole, post, pendant, or base mounted
applications.
PROJECTING LENS/DOOR: Unit may be provided with either: (1)
a vandal resistant prismatic lens providing 180' laleral spread, or (2)
a flat polycarbonate lens with 1450 lateral spread The door and lens
shall consist of clear, UV stabilized polycarbonate. The lens shall be
a minimum thickness of 3/16" (5mm) for maximum impact resistance.
The door shall seal with silicone gaskets providing water and bug
lightness The door shall open with two stainless steel tamper-proof
fasteners and shall hinge on stainless steel hardware, The door
shall be removable for easy maintenance and installation.
LAMPS/SOCKET: Most lamp types (E-23 112, E-28. E-40) are
pulse-rated mogul base except low wattage Metal Halide types
(E-1? Dr E-27) using pulse rated medium base.
VOLTAGE: See ordering guide.
BALLASTS: All ballasts shall be high power factor type, capable of
providing reliable lamp starting for -20' F.
MOUNTING CODeS: RSB-175 watt max The unit shall be suitable
for wet locations and be able io be mounted over I"ecessed 4-() box,
surface mounted with exposed conduit, recess mQunted in concrete,
pole, base, and pendallt mounted,
OPTICAL SYSTEM: The system shall consist of a thrlzB element
reflector. The main reflector element shall be a 3-piecB highly
polished alurnillum extrusion assembly, Top and side reflector
elemellts shall be specular Alzak@ finished aluminum. The reflector
system shall be adjustable in the vetiical axis and provide Type III
and IV sharp cutoff through a range of 700 to 85". The reflector
provides uniform lateral distributions through 1800. The refleclor
sllal! havEl a inlElrnal aiming scale for easy. accurate adjustment.
The reflector mounting system Sllall be of 304 stainless steel.
To access the ballast box compartment, the reflector shall pivot
when released by two quarter turn fasteners and be counter
balanced in the open posilion.
FINISH: The housing shall be finished in texture powder coat,
Colors shall be black, medium bronze,gray, terra verde green,
green, or white, Other colors available - Contact faclory.
HYDREL i5 n ,r9giglered IraQeofTll;3.rj( of Lilhonia Lif]fliirll]
TYPE
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MODlE NUMBER:
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15518"
(397)
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NOTE: HYDREL RESEm'ESTHE RIGHTTO CHANGE
ANY SPECIFICATION WITHOUT NOTICE.
Any dimension on lhis sheet is 10 be assumed as a reference dimension:
"Used for information purposes only. II does not govern manufaduring or
inspection requirements:' (ANSI '114.5-'1973)
U.L. LISTED
FOR WET LOCATIONS
C.S.A. LISTED
IP RATING: 65
DIMENSIONS:
16 3/8"
(416)
11 3/8"
-+------ (289) ~
4 1/2" 6 7/8"
-- (115) 1+-(175)-
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12881 BRADLEY AVENUE, SYLMAR, CALIFORNIA 91342. PHONE: 818/362-9465. FAX: 818/362-6548
HYDREL STANDARD DATA SHEETS\LTG-60-1 4/2000
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IP65
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Model: I
HP4
NHP4
FIXTURE OPTIONS
Ordering and Specification Guide
HP4 1505 120 BMS BZ FLG
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Lamps: (Lamps by others)
Incandescent (A-21 , Med. Base - Clear Traffic signal Lamp)
~ Eumpean
1161 A-21. med. base NIA
Clear traffic signal lamp
HID
(Fixture is standard with Mogul Base. Med. Base
fixtures available as special order)
50S(HPS) ED-23 112 mogul
70S(HPS) ED-23 112 mogul
100S(HPS) ED-23 112 mogul
150S(HPS) ED-23 112, ED-28 mogul
25 .' S) Ed-28 mogul
NIA
N/A
N/A
E-40 mogul
EAO mogul
ED-23 1/2 mogul
E-40 mogul
Not fonecessed applications
250H(MV) ED26 mogul E-40 mogul
Not for recessed applications
Voltage: (Specify both voltage and frequency)
~.illl.!:lZ
120 22050HZ
208 23050HZ
Cl!t:)4050HZ
Note: Nol all voltage/lamp combinations avaiiable
Consult factory for more informalion.
MountIng:
BM3 Base mount, single
BMT Base mount, tandem
PMS Pole, single
RSB
Recessed, splice bo
SPM
SSB
TPM
Pendant, single
Surface, splice box
Pendant, tandem
Finish:
BL
BZ
WH
GN
GR
TVG
CF
Black
Bronze
White
Green
Gray
Terra Verde Green
Custom Finish
Options:
FLG Flat lens tempered glass (175W Max.)
FLP Flat lens polycarbonate (150W Max.)
SF Single fuse (120.277)
OF Double fuse (208,240, 460)
PER Photo conlrol receptable (photo cell by oHlers) (not available in RSB mounting)
QRS Quartz emergency restrike (T -4, mini-can, 150W) (Lamp by others)
TCP Temporary cover plate (Recessed Models only)
HYDREL ls .s regislered trademl;Jrk of Lithonia Lighting
Far Replacement Parts Consult Factory
Alzak'M is a trademark of AlGoa
PHOTOMETRieS: The optical system shall provide
sharp cutoff over a range of 70' to 850 above nadir.
Peak candle power shall be less than 10' below the
cutoff angle with a gradual lowering of intensity to
give uniform illumination without hol spots or streaks
The syslem shall also provide lalBral distribution to
180',
12881 BRADLEY AVENUE. SYLMAR, CALIFORNIA 91342 . PHONE: 818/362-9465 . FAX: 818/362-6548
HYDREL STANDARD DATA SHEETS\LTG-60-1 4/2000
'j
FEATURES
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HOUSING ~ Rugged, heavy-gauge, spun aluminum housing
in centriform shape. Standard finish is dark bronze (DOS),
polyester powd er, with othe r arc hite ctur a I colors ava il-
able.
DOOR FRAME ~ Aluminum door frame with 1/8' impact-
resistant, tempered, glass lens. Stainless steel exter-
/lal hardware. One-piece EPT closed-cell housing
gasket
MOUNTI~JG - Contoured, extruded 9" aluminum arm with
integral splice compartment for pole or wall mounting.
Optional mountings available.
OPTICS ~ Anodized, hydroforrned aluminum refl actors. Two
IES clItoff distributions available: Type II IRoadway), Type
III (Asymmetric). Reflectors hinge out for easy removal
during installation and maintenance.
ELECTRICAL SYSTEM - High-reactance, high power
factor ballast HOoF starting) is used With lOOW. Con-
stant wattage autotransformer (-20'F starting) is used
with 150-250W. Both ballast are copper wound and
100% factory tested. Removable power door and posi-
tive locking d'lsconnect plugs.
SOCKET - Horizontally-oriented, mogul-base porcelain
socket with copper alloy, nicke!-plateD screw shell and
center contact. UL listed '1500W - 600V, 4KV pulse rated.
LISTING - UL listed for wet locations. Listed and labeled to
comply with Cana dian Standa rds (see Options).
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Arm.Mounted Centriform Cutoff Lighting
I<A 1
Specifications
EPA: 1.2 f1.Ll.l1 rn2i
\includes arm)
Oia meter: 19-112 149.5/
Deptll: 9-1/2 (24.1)
Arm length: 9 (22.9)
Weight: 36 Ibs (15 kg)
METAL HALIDE
100W, 15DW, 175W, 200W, 250W
15' to 25' Mounting
1--1
IlI1
Arm
11
Diameter -~
All dillll;ln::;iofiS tH2 inc'hes I cenlimeters) urdeS"s
otherwise specrtied.
TWO@1BOO
T20-2BO
T25-2BO
T35-2BO
Two@90"
T20-290
T25-290
13 5 -290
MouminG OQ1iml Q.dllillw!!:Uli.al.e."
SPD'K. RPDxx. DAD12P 5
W8D",. DADi 2WB 6
W'NOn 7
ORDERING INFORMATION
Choose the boldface catalog nOrnenolature that best suits your needs and
write it on the appropriate line. Order accessories as separatE catalog number.
KARl 250M
~
KARl 100M
KARl 150MI
KARl 175M
Example: KARl 250M R2120 SP009 SF DOB
I
Mounting6
J
I VOI~age I
120
20a1
~
4BO'
TB2
WBD09
~~"~;
I
Optional MOllnting
DAD12P Degree arm pole
OAD12W8 Degree arm wall
KMA Mast arm adapter
KTMB Twin mounting bar
NOTES:
.j Consult factory for availaoility in Canada.
2 Optional multi-lap ballast 1120. 208. 240, 277VI. 1120. 277. 347V in
Canada).
3 May be ordered as accessory.
4 Order as separate line item. Important: with this accessory. an RP009
or optional DAD12P mounting arm must be ordered on lhe fixlure.
5 Other architectural calors available; see .Architectural Colors brochure.
6 For arm mountin'tJ, refer to technical data SS,:;::tIOr. in thE:: Outdoor hinder
lor dlilling t.mplate.
7 May be ordered with SC1NA or LLRfSL.
8 Must be ordered with SCWA or LLRPSI
~
Options
Shiplled Installed In Fixture
SF Single fuse 1120. 277. 347Vi
n!a TB
OF Double fuse (20B, 240, 480IJl
nfa T8
PER NEMA ,wist-Iock receptacle only DWli
(no pl1otocomrol) DBl
fiRS Duartz restrike system (25DW max,
1201J lamp not included I
HS House side shield IR3 only)
GR Corrosion resistant finish
CSA ListS11 and labeled to comply wit.
Canadian Standards.
EC Emergency cir~uit
SCWA Super CWA pulse Start Ballast
liB only)
llRPSl Low Loss Reactor Pulse Start
Ballast (277V only)
Shipped Separately]
PEl N EMA twist-lock PE (120, 208, 240V)
PE3 NEMA twist-lock PE (3471J1
PE4 NEMA twist-lock PE (480VI
PEl NEMA twist-lock PE I277VI
VG Vandal guard
SC Shorting cap for PER option
Accessories: Tenon Mounting Slipfitter^
Number of fixtures
Tenon 0.0, One
2-3/8" (6l T20-19O
27/8" (7.31 T25-l90
4" 110.21 T35-l90
j\ LvITHDN.lA LIGHT/JVG
-- ARCHITECTURAL OUTDOOR LIGHTING
Architectural Colors (paintE:d
finish)5
Standard Colors
DDS Dark iJrollze Istan-
d imil
While
Black
Classic Colors
Medium bronze
N atu ral aluminum
Sandstone
Charcoal gray
Tennis green
Bright red
Steel blue
OMS
DNA
DSS
DGC
DTG
DBR
OSS
Three@120. Three@90.
T20-320 T20.390
T25-320 T25.390
T35-320 T3S.390
Fou r@90.
T20-490
T25-490
T35-490
275-KAR1
:KAfH Arm-Mounted Centrif6..h Cutoff Lighting
Coefficient of Utilization
Initial Footcandles
,'J
COEFFICIENT OF UTILllI\TION
.1 ,2 .3 ,I
KAR1 250M R2 Test No 1186062404 KAR1 250M R3
COEFFICIENT OF UTILllI\T1ON
.1 ,2 ,3 .4 ,~
1 2 3 4
25CW Metal Hnlide lamp, 20500 rated
lumens, Footcandle values based on 20'
mounting height, Distribution R2, cutati.
f-
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Test No. HT 16686
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25
o 2 5
250W Metal Halide lamp, 20500 rated
lUmens. Footcandle values based on 20'
mounting height, Distribution R3, r.utoff,
f-
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NOToS:
1, Photometric data for other distributions can be accessed, from
the Lithonia Lighting' w~~site. (wvJW,Lithonia,coml
2 For electrical characterisrics, censu It technical data tab.
3. Tested to current IES and NEMA standards under stabiliLed
labora1ory conditions. Various operating factors can cause
differences bet'Neeo laboratory and <lctual field measurements,
Dimensions and specifications are based on the most current
available data and are subject to change.
Mounting Height Correction Factor
(Multiply the fc level bV the correction factor!
1 Q ft.= 4.00
15 h.~ 1.78
25 ft.= 0.64
30 ft.= 0.44
Existing Mounting Haight% " Correction Factor
New Mounting Heigh1'
275.KAR1
@1899 Lithonia lighting. Rev. 8/53
27SKARl P65
.....,..,.
k'THON/A ~/GHT/JVG
ARCHITECTURAL OUTDOOR LIGHTING
r::.:':'. :JOX A" CONYERS, GEOR31A 30012. TELEPHONE 7'70,922-9000, FAX 778-483-2535
fN S"N'\DA: i 100 50TH AVE,. LACHINO:, QUEBEC HEr 2'13, t, UfoIlT OF N.S,I. HOLDIN~i3. INC
( \
~
FEATURES
SHAFT - Minimum weldable-grade (ASTM A-595 Grade AI, hoHolled,
commercial-quality carbon steel tubing with a minimum yield of
55,000 psi. Uniform wall thickness of l1-gauge (0.1196") or 7-gauge
(0.1793"). Shafts are one-piece construction with a full-lel1gth longi-
tudinal high-frequency resistance weld. Round in cross-section
having a uniform taper of approximately ,14" per foot.
AN CHOR BASE - Fa bricated from hoHolled carbon steel plate that
conforms to ASTM A36.
HANDHOLE-A rectangular, reinforced handhole rim having nominal
dimensions 013 x 5" for shafts less than 625" base diameter and 4 x
6.5" far all other shafts. Steel cover with attachment screws in-
cluded. Handhalels located 18" above the base.
GROUNDING - A nut holder located immediately inside the handhole
rim is provided with a 1/2" -13 UNC ground bolt and nut
ANCHOR BOLTS - Fabricated from commercial-quality, hoHolled
carbon steel with minimum yield strength of 55,000 pSI. Bolts have
an "[." bend on one end,
HARDWARE - Fasteners are high-strength galvanized zinc-plated or
stainless steel.
TOP CAP - Weatherproof, removable top cap provided with all drill-
mount poles.
FINISHES - Dark bronz8 (OD8) polyester powder is standard. Other
architectural colors available.
=~","",,~~ ~
Catalog t'Jumber Type ,
U 15'
Anchor Base Poles
R S
ROUN 0 TAPERED STEEL
20' to 50' Mounting
A
/'f
/):
'X5~'.''''~~' ......2/.
.., ,>,
/ "'-. ...- \
(../.:<~( )
W\ ,., \6....
',/ -'..,
-'- .,
,," " - -',
. .
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B
ORDERING' INFORMATION
RTS 306-68 DM19 DDS
Choose the boldface catalog nomenclature that best suits your needs and
wrile it in the appropriate blank,
RTS
I Sha~ type I
RTS
Nominal shaft base size/
wall thickness
20 - 50 feel
ISee back page.)
(See back page.!
Shaft 8011. \ Bolt Base Anchor WareilGUSe T ernplale
Base Circle ProjectiDn Squa'e Bolt AnCflor Boll Nurnt,er
Size A B C Qesmplion D85criplion
5.9" B 9" 3.1/2"-4-114" 10" ABRTS-5-9B A836 0 PJ50075
6S B Q -" . 3-1/2"-4-114' 1 0: 1/2" ABRTS. 0-5 B A836 0 PJ50074
..J
7.0" B 10" 3-112"-4-114" 10-7/S" ABRTS-] -DB AB36-0 P J50077
7.0" F la' 3-3/4'-4-1/2" 10-7/S" ABRTS-7 -OF A836-0 PJ50076
6.6" B 9.5' 3-112"-4-114" 10-112" ABRTS66 B A836 0 PJ50078
80' B 11" 3-1/2"-4-1/4" 11112' AERTS-8-0B A836-0 P J50079
8.0" F 11 " 4-1/2"~5-1/4' 11-1/2' ABRTS- S-OF N/A PJ50080
].3" B 105" 3-1/2'-4-1/4' 11-1/4' ABRTS-7 -3B AB36-0 PJ5D081
8 -" a 11.5" 3-314'-4-1/2" 12" ABRTS-B-S8 A836-0 P J50082
.J I."
95' B 13" 3-3/4-4-112" 13" ABRTS9SB AB35-0 PJ50083
7.8" 6 11" 3-3/4"-4-1/2" 11-1/2' ABRTS 7 -BS AB36 0 P J50084
90" B 12S 3-3/4"-4-112" 12.3/8" ABRTS9-0B AB36-0 PJ50085
9.0"F 1 0 -" 4-1/2"-5-1/4" 12-318' f\.BRTS.9-0F N/A P JSOO86
L,J
10.0" B 115" 3-3/4'-4-1/2" 14' f\,BRTS TO-06 AS 360 PJ50087
"10.0" F 13S 4-1/2"-5-1/4" 14' ABRl S- 1 D-OF NlA P J500B8
IMPORTANT:
.00 not erect poles without having fixtures installed.
. Factory-supplied templates must he L1sed when selljng anchor bolts. Lithonia will
not accept claim for incorrect anchor~ge placement due to failure (OUSS facmry
template.
. If palBs ilrE stored ourslde, all protective w;ap~ing mllst ~E removad immediately
to prevent finish damage.
Example:
~
I I Options
Mountingl
T202
T252
T302
T3!i2
Tenon Mounting
2-3/8" 0.0. \2~ NPS)
2-7/8" DO (2-1/2" N PSI
3-1/2" 0.0.13' NPS)
4" 0.0.13-1/2' NPSI
Drill Mounting
1 ai 900
2 ai 1800
2 at 1800 wliil one side
p lu gged
2 ai 90~
3 at 1200
3 a i 900
4 ai 900
An:hiteclural Colors [powder finishl~
Standard Colors
oDa Dark bronze
DWH While
DBl Black
Classic Colors
OMB M!ldiur~ bronze
DNA Nawral aluminum
DSS Sandstone
DGe Charcoal gray
OTG Tennis g~Een
OBR Bright red
DSB Steel Dlue
DM19x3
DM2Bx3
DM28 PL3
DM29i'.3
DM32xV
DM39i'.1
DM49i'-'
GALV Galvaniz8d finish
NQTES;
1 When ordering tenon mounting and drill moullting for the same pole. follow
this example: DM28!T20.
2 N/A '''''Ih 25 5-9B
30 6-6B) Pole top is too small,
35 7.3B
39 7-88
3 Tile drilling template to be used for a particular lumin~ire depends on the
luminarra that rs used.
Drillillg Template Drilling for
B..e.pL~ce 11)(1' with B.rl~nce Number LlJmll'lairA! Series
, 1 DRCG', ORDG1
2 2 KRESi
3 3 KRE1, KRES2, KSES1. ORCG2, ORDG2
4 4 KRE2. KSES2, ORC1, ORC2, ORD1. ORD2
Blenk All ether Lithonia Area Luminaires
F"fer 10 Technica/ Oar. Section of Outdoor Binder for Driliing Temp/Btes.
4 Additional architectural colors avoilable; see JI.rchitectural Colors brochLlre.
5 Bolt circles hava +/- 1/2 inch tolerance.
---
.LJ'THDJV/A L/GHT/J\fG
ARCHITECTURAL OUTDOOR LIGHTING
130-POLE
HTS
(,
Round Tapered Steel P~es
u
TECHNICAL INFORMATION I
I EPA Ift21 with L3 gust
Nominal Wall Approximate
Cata log mounting Pole Shaft Thickness 39 Max, 90 Max, 100 Max, Bolt Circle Bolt Size ship weight
Number , height (feet) Size(in x in x ft (inches) Gauge mph weight rnph weight mph weight (inches) On, x in. x in.l (pounds)
RTS 20 5-9B 20 5,9 x 3.1 x 20 0,125 11 19.3 482 15,1 377 112,2 305 9,0 1 x 36 x 4 140
RTS 20 6-5B 20 6.5 x 3,7 x 20 0125 11 24.2 60S 193 482 15,6 390 9,5 1 x 36 x 4 160 ,
I ~
RTS 25 5-9B 25 5.9 x 2,4 x 25 0.125 11 12,5 312 9.9 247 8 200 9.0 1 x 36 x 4 155
RTS 25 7-0B 25 7,0 x 3.5 x 25 0,125 11 203 507 16,2 405 ~ 327 I 100 1 x 36 x 4 200
RTS 25 7.0F I 25 7,0 x 3.5 x 25 0,188 7 23,5 713 22.5 563 18.2 455 I 10,0 1 x 36 x 4 280
RTS 30 6.6B 30 6.6 x 24 x 30 0,125 11 11.7 292 !U 232 7.5 187 I 9,5 1 x 36 x 4 I 200
RTS 30 g.OB I 30 8.0 x 3,8 x 30 0,125 I 11 13,9 473 14.9 373 12 300 11,0 I 1 x 36 x 4 265
RTS 30 8-0F 30 8.0 x 3.8 x 30 0,188 T 27.5 550 21.6 542 17.5 439 11.0 1-1/4 x 42 x 6 380
RTS 35 7.38 35 7.3 x 2.4 x 35 0.125 11 112 280 B,9 222 7.1 177 10,5 1 x 36 x 4 250
I
~!!-5B I 35 8.5 x 3.6 x 35 0.125 11 18.9 472 15,1 377 12.2 305 115 1 x 36 x 4 315
RTS 35 9.5B 35 9.5 x 46 ;( 35 0125 11 23,21 580 182 455 14.5 363 13.0 1 x 36 x 4 370
RTS 39 7-8B 39 7,8 x 2.4 x 39 0.125 11 10.11 267 8.5 212 6.6 165 I 11.0 1 x 36 x 4 285
RTS 39 9-0B I 39 9.0 x 3.6 x 39 0.125 11 17.2 430 13,5 338 10.8 270 12.5 1 x 36 x 4 355
RTS 39 9-0F 39 9,0 x 3,6 x 39 0.\88 7 26,\ 654 20.6 517 16.7 419 12.5 1-1/4 x 42x 6 515
RTS 45 10-os1 45 10.0 x 3.7 x 45 0.125 11 17.4 435 113.5 338 110.6 265 13.5 1 x 36 x 4 450
RTS 4510-0F I 45 10,0 x 3.7 x 45 0.188 7 25.5 639 20.2 505 16.3 409 I 115 1-1/4 x 42 x 6 650
RTS SOlO-OBI 50 10.0 x 3.0 x 50 0,125 11 132 330 10,6 265 8.3 I 208 13.5 1 x35x4 475
RTS 50 10-0F I 50 10,0 x 3.0 x 50 0.188 7 I 20.5 512 165 412 13.6 340 I 13.5 H!4x42x6 680
BASE DEI All
HANDHOLE ORIENT A TlON1
")
.~'
e
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->!,Yj/
POLE OPTIONS
A
Handhole
Suffix
FOL I
FGL I
HI-las'
VD
UlIB
HH"
HHC
FBe
Description
Festoon Outlat -less electrical
Festoon GFI Outlet -less elemical
Horizontal Arm Bracket - 1 fixture
Vibration 0 amper
Less Anchor Boits
Extra Handhols
Handhole Cover
FullcBase Cover
IMPOATAr.lT:
. nese specifications Me letended for generai ~urpas6s only, Lithonia reservest,a Jightlo change
mat-eriJ31 Dr design, without rJdo;' norice, in a cominuing effort to upgr~de its prodw';ts.
. installation reouires grout be pa eked under base to 60surs fuB oanlaCl.wilh fouodation,
NOTES:
, Specify loeolian a~d orientation when
ordering (specify orientotion from
hand hole end height in feet abeye basei.
2 Combination of tenon-top o~d drill mount
requires e~tra handhole.
nO-POLE
@1994 Lithonia i_ightiI19. Rev. 3199
13QPOL:::.P65
~i~;~ jJ~:/Tjf,fDrifi:,~l Lu/GHT/N"G
~ ARCHITE~:T'ijRt.;L (JUTDOOR tJGHTING
FD, 30X ,~, CONYEF,S, G,,':i","." C,OG I <. ,",...,"HONE 77o-922.~O{)O, FAX 770-4R3-263_~
iN C.:'.I~AOA: 1100 50TH AI,/E_, l..A,:~hIK-=, O!JES;;;C H9T :2V3, A lJN'1 OF 1~.s.1. HOLDINGS, INC.
u
FEATURES
HOUSING - Rugged, heavy-gauge, spun aluminum hous-
ing in centriform shape, KAR2 flange is integrally spun
into housina. Standard finish is dark bronze (DDS),
polyester powder, with other architectural colors avail-
able.
DOOR FRAME - Aluminum door frame with 1/8" impact-
resistant, tempered, glass lens. Stainless steel exter-
nal hardware. One-piece EPT closed-cell housing gas-
ket.
MOUNTING - Contoured, extruded 9' aluminum arm with
integral splice compartment for pole or wall mounting.
Optional mountings available.
OPTICS - Anodized, hydroformed, aluminum reflectors.
Four IES cutoff distributions available: Type II IRoad-
way), Type III (Asymmetric), Type IV (Forward Throw),
Type V Square (Square Symmetric). Reflectors hinge
out for easy removal during installation and mainte-
nance.
ELECTRICAL SYSTEM - Constant wattage autotrans-
former (-20'F starting), copper wound and 100% fac-
tory tested. Removable power door and positive lock-
ing disconnect plugs.
SOCKET - Horizontally-oriented, mogul-base porcelain
socket with copper alloy, nickel-plated screw shell
and center contact. Ullisted 150oW-600V, 4KV.
LISTING - UL listed for wet locations. Listed and labeled
to comply with Canadian Standards (see Options).
L.81310g NUH\[;or
u
'n'" ,
~.
Arm.Mounted Centriform Cutoff lighting
1R2
Choose the baldface catalog nOll1enclature lhat best suits your needs and
'J'Jrite .t on the appropriate line. Order accessories as separate catalog number.
n
I VOI~age I
t20
2081
~
480'
182
Specifications
EPA: 1.5 ft"[.14m1f
(incllJdes arml
Diameter: 21.1/2 [54.6)
Depth: 11 (27.9)
Arm length: 9 l2291
Weight 45 Ibs 120 kg)
METAL HALIDE
320W, 350W, 400W
18' to 30' Mounting
11
I
I I
l
Arm -I Diameter
All dirn!:!llsians ~re inches,lcentimetersl IJnless
o<hsrwi,e specified,
MouminQ Ootlon Drillina TomnlB1e
SPDxx, RPDxx. OAD12P
WBD>:)(,DAD1ZWB
WWOxx
ORDERING INFORMATION
Example: KAR2 400M R2120 SPD09 SF DOB
KAR2 400M
r=2~
KARl 320M3
~
~
IES Type II hoadway
IES Type III .....symmetric
IES Type IV Forward Throw
IES lype V Square
Mounting6
II
Options
Shipped Insta lIed In Fixture
SF Single fuse (120,277, 347Vl
nia TS
OF Double ruse [208, 240, 480VI
nfa T8
PEA NEMA twist-lock receptacie only
~no photocontrcli
GRS Quam restrike, system (250W max,
120V lamp not included
fjS House side shield IR3 & R4 onlyf
CR Corrosion resistant finish
CSA Listed and labeled to comply widl
Canadian Standards
EC Emergency CIrcuit
SCWA Super CWA Pulse Start Ballast
(TS only'
LLRPSL Low Loss Reactor Pulse Start
Ballast (277Vonly)
Sllipped Separately3
PEt NEMA twist'-Iock PE (120, 208, 240Vj
PE3 NEi\,IA twist-lock PE 1347V)
PE4 N EMA twistclock PE (430Vl
PE1 N EMA twist-lock PE IZ77Vl
VG Vandal guard
SC Shorting cap for PER oplion
WBD09
Optional Mounting
DAD12P Degree arm pole
OAD12WB Degree arm wall
KfI!lA Mast arm adapter
KIM B TWin mounting bar
NOTES:
1 Consult faclory for availability in Canada.
2 Optional multi-lop ballasl [120, 20B, 240, 277V). 1120, 277, 347V in
Canada).
:; May oa ordered as accessory.
4 Order as separme line ilem, Important: with this accessory, an RPDD9
or optional DAD12P mounting. arm must be ordered on the fi><ture.
E 01her archil<lCWral colors availablei sea Archilectural Colors brochure.
S For arm mounling, refer to technical dala section in the Outdoor binder
for drilling template.
7 May be orderad with SCWA or LLRPSL.
8 Must be ordered with SC'lvA or LLRPSL,
Accessories: Tenon Mounting Sfipfitter'
Number offixtures
Tenon 00. One
2-3/8" (6) T20-190
2-7/8" 17.3) 125-190
4" (10.2f 135.190
Two@180'
120-230
125.280
135-280
Two@90'
T20-290
T25-290
T35-290
Three@1Z0" Three@90"
120320 120-390
125.320 T25.390
135.320 T35-390
FOlJr@90"
T20-490
125-490
135-490
Architectural Colors (painted
finish)s
Sta nd ard Co I ors
.oOB Dark brom€ istandal'dl
DWH White
DBL BlaCK
Classic Colors
OMB Medium oronze
DNA Natural 1lluminum
DSS Sandstone
DGC Charcoal gray
OTG Tennis green
DBR Bright red
D S B Steel blue
Architectural Class 1 Anodize
ADB Dark bra me
--
L./T;';/DN/A L./GHT/JVG
ARCHITECTURAL OUTDOOR LIGHTING
285-KAR2
KAR2 Arm~Mounted Centrif&...h Cutoff Lighting
, Coefficient of Uliliza1ion
Initial Footcandles
.0
COEFFICIENT OF UTILIZATION
.2 J .4 .5
Test No. 1186062304 KAR2 400M R3
COEFFICIENT OF UTILIZATION
.2 .3 .4 .5
KAR2 400M R2
o 2 3 4 5 6
400W Metal Halld a lamp, 36000 rateel
lumens. Footcandle values based on 30'
mounting height, Distribution R2, cutoff.
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I{AR2400M R55rest No. 1195020401
COEFFICIENT OF UTILIZATION
D .2.3.4 5 .62
5
2.5
I
5
.25
~-
D 2 5
~OOW Melal H<llide lamp. 35000 rated
lumens. Footcandle values based on 30'
mounting height. Distribution R5S. cutoff.
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Test No. 16520
3 4 6
400W Metal Halide lamp, 36000 rated
lumens. FOOlcalldle values based on 30'
mounting h'eiglll, Distribution 113, cutoff.
1. PhotometClC datil for other distributions can be accessed
from the Li!honia Lighting websit.. Iwww.Lithonia.coml
2. For electrical characteristics. consult technic"1 data wi)
3. Tested to current IES and NEMA stilndards under stabilized
laboratory conditions. Various operating factors can cause
differences between laboratory and aClUal field measure
ments. Dimensions and spe:::~ficatioflS are based on the
most curren1 available da'a and are su bject to change.
'2
u
KAR2 400M R4
Test No. 17864
.0
COEFFICIENT OF UTILIZATION
.3 A .5 .S 2
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400W Metal Halioe lamp, 36000 rated
lumens. Footcandle values basad on 30'
mounting height, Distribution R4. cutoff.
Moun1ing Heighl. Correl:tion Factor
(Multiply the fc level by the correetl01 factor)
20 ft.= 2.25
25 ft.~ .1.H
32 ft.= 0.88
35 tt.~ 0.74
Exis1ing Mounting Height' C<lrr&Clion Factor
Now Mourning Holght2
285-KAR2
@1993 Lithonia Ligh~ing, Rev. 9/99
285KAR2.P65
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ARCHITECTU:",A CWTDOOR LIGHTING
P,O. BOX A, GONY:=RS, GEOF.GiA ':0) 7!;:'_"::,:;~~\.~NE 770-922.900Q, F.flX 17D-48~-26.35
IN CAN.~O,l1: 1100 50TH AVE.. L.~(;/IIN:::. ';) ""j,C he' 2V3, A UN:T OF N.S.1. IIDLDINGS. INC
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FEATURES
SHAFT - Minimum weldable-grade (ASTM A-595 Grade Ai, hot-rolled,
commercial-quality carbon steel tubing with a minimum yield of
55,000 psi. Uniform wall thickness of 11-gauge ~O.1196"l or 7-gauge
(0.1793"). Shafts are one-piece construction with a full-length longi-
tudinal high-frequency resistance weld. Round in cross-section
having a uniform taper of approximately .14" per foot.
ANCHOR BASE - Fabricated from hot-rolled carbon steel plate that
conforms to ASTM A36.
. HANOHO LE - A rectangular, reinforced hand hole rim having nominal
dimenSions of 3 x 5" for shafts less than 6.25" base diameter and 4 x
6.5" for all other shafts, Steel caver with attachment screws in-
cluded Handhale is located 18" above the base.
GROUND IN G - A nut holder located immediately inside the halldhole
rim is provided with a 1/2" - 13 UNC ground bolt a nd nut.
ANCHOR BOLTS - Fabricated from commercial-quality, hot-rolled
carbon steel with minimum yield strength of 55,000 psi. Bolts have
an "L" bend on one end.
HARDWARE - Fasteners are high-strength galvanized zinc-plated or
stainless steel.
TOP cAp - Weatherproof, removable top cap provided with all drill-
mount poles.
FINISHES - Dark bronze (DDB~ polyester powder is standard. Other
architectural Golors available.
Catalog Number
Type I
t?
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Anchor Base Poles
HT.S
ROUND TAPERED STEEL
20' to 50' Mouming
A
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ORDERING INFORMATION
Example: RTS 306-68 DM19 DDS
Choose the boldface catalog nomenclature that best suits your need, and
write it inthe appropriate blank.
RTS
I
I
I Shaft type I
RTS
!\lominal shaft base sizel
wall thickness
20 - 50 feet
(See back page.)
(See back page,)
Shah BoltS Bolt Base Anchor Warehouse Template
3ase Circle Projection Square Boll Ancnor Bol t Number
Sii:e A 8 C Descriplior, DesmpliorJ
5.9" 8 9" 3-,/2'-4-1/4" 10" ',8RTS-59B AB36 -0 PJ50075
6.5" B 95' 31/2"-4-'114" 10-1/2' i,BRTS-B- 58 AB36 0 PJ50074
7.Q" 8 10" 3-'/2"'-4-'J4" 10-7/8" ABRTS-7-0B AB36-0 P J50077
7,0" F 10" 3-314"-4-1/2" 10-7/8" ABRTS 70F AB36-0 PJ50076
56" B 95' 3-112'-4-1/4' 10-1/2" ABRTS-6-6B AB36-0 PJ50078
8.0' B 11' 3-1/2'-"-114" '11-1/2" ABRTS-80B AB36-0 PJ50079
8,0" F 11' L112'-5-iW 11-1/2' A8RTS-8-0F WA, PJ50080
7.3"B lOS" 3-1/2'-.1-1/4" 11-1/.1' ABRTS-7 38 A536 0 PJ50081
85" B 11.5" 3-314"-4-1/2" 12" ABRTS-B-58 A836 0 PJ50082
9.5"' B 13" 3-3/4'-4-1/2' 13' ABRTS-9.5B A 836-0 PJ50083
7.8" B 11" 3-3/4+ 1/2" il-1/2" A8RTS- 7 -RB AB36-0 PJ50084
9.0" B 125" 3-3/4"-4-1/Z" 12-3/8" ABRTS-9-0B A836-0 PJ50085
90" F 125" 4-1/2"-5-1W 12.31s" ABRTS-9-0F Nf.~ PJ50086
10.0' B 13.5" 3-3W-4-1/Z" 14" ABRTS-l 0 -DB A836-0 PJ50087
10,0" F 135" 4-1/Z'.5-1/," 14 A8RTS-10-0F N/A PJ50088
IMPORTANT:
. Do not ,;rect poles without having fixtures instolled.
. F~ctory-su~plied 1emplates must be used when seTting anc~or boits. Lithonia will
not accept claim for incorrect anchorag e pl~cement due tD failure to use factor,
template.
. II poles are stor~d outside, all protective wrapping nlust be remo'Jed immediately
to preVEnt finish damage.
Mounting!
I I Options
T20'
T251
1301
T352
Tenon Mounting
2-3/8" 00. (2" NPSj
2-7/8" o,D. 12-1/2" NPS)
3-1/2" 0.0. (3" NPS)
4' 0.0. ,3-1/2" ~JPS)
Drill Mounting
1 at 90'
2. at "180'
2 at 180' witfl one sitie
plugged
2 at 90"
3 at 120"
3 at 90"
4 at 90"
Architectural Colors (powder finishi4
Standard Co tors
DDB Dark bronie
DWH White
DBl Black
Classic Colors
OMS Medium bronze
DNA N aturai a IUnlmum
DSS Sa nostollB
DGC Clmcoal Dray
DTG Tennis green
OBR Bnght red
DSB Steel blue
DM19xl
DM28xl
OM2ti PL3
OM 29x<,.3
DM32x1,l
DM39x2.'
DM49x2"
GALV Galvanized finish
NOTES:
1 When ordsri,1g tenon rnounti~g and drill mounting for the same pale, fallow
this exam pis, DM28rT20.
2 NIA with 2& 5-96
30 6-66 > Pole top is too sm.11.
35 7-38
39 7-88
3 The drrlling template to be used lor a pariicular IUlninaire depends on the
luminalre that I, used.
Drilling Template Drilling for
R.nlace "x" with RsfAr~nr. NlJJJJ.b.~ Lllmin"ire~l~~
1 1 OReG!, GROG'
2 2 KRESl
~ 3 KRE 1. KRE$2, KSES1. ORCG2. Oi'iDG2
4 4 KRE2, KS;::S2, ORC1, ORC2. ORD1. ORD2
Bla,"k 5 All otner Lithonia Area luminaires
R~ffi( to Techoical Data Section of Outdoor Binder for Drilliog Templares,
4 Additional architectural oolors availabl.; oeo Architectural Coloro brochure.
Bolt circles heve +/- 1/2 inch tolerance.
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L/TH'DJV./A LI'GHT/JVG
ARCHITECTURAL OUTDOOR LIGHTING
130-POI.E
,RTS Hound Tapered Steel p~s
u
TECHN!CAL INFORMATION
EPA [ft'l with 1.3 gust
Nominal Wall Approximate
Catalog mounting Pole Shaft Thickness ao Max. 90 Max. 100 Max. Bolt Circle Bolt Size ship weight
Number height \feet Size[in x in x ft (inches) Gauge mph weight mph weight mph weight linches} (in. x in. x in.) (pou rids)
RTS 20 5-98 20 5.9 x 3.1 x 20 0.125 11 19.3 482 15.1 377 12.2 305 90 1 x 36 x 4 140
RTS 20 6-58 20 6.5 x 3.7 x 20 0125 11 24.2 605 19.3 482 15.6 390 95 1 x 36 x 4 160
,
RTS 25 5-9B 25 5.9 x 2.4 x 25 0.125 11 12.5 312 9.9 247 8 200 9.0 1 x 36 x 4 155
RTS 25 7-0B 25 7.0 x 3.5 x 25 0,125 11 20.3 507 16.2 405 13.1 327 10.0 1 x 36 x 4 200
RTS 25 7.0F 25 17.0 x 35 x 25 0.188 7 28.5 713 22.5 563 1182 455 100 1 x 36 x 4 I 280
RTS 306-68 30 6.6 x 2,4 x 30 0.125 11 11.7 292 9.3 232 75 187 9.5 1 x 36 x 4 200
RTS 30 g.OB 30 8.0 x 3.8 x 30 0.125 11 18.9 473 14.9 373 I 12 I 300 11.0 1 x 36 x 4 265
RTS 30 g.OF 30 8.0 x 3.8 x 30 0.188 7 27.51 550 121.6 542 17.51 439 11.0 1.1/4x42x6 380
RTS 35 7-38 35 7.3 X 2.4 x 35 0.125 11 11.21 280 I 3.9 222 71 177 105 1 x 36 x 4 250
RTS 35 8-58 35 8.5 x 3.6 x 35 0.125 11 18.9 472 15.1 377 12.2 305 11.5 1 x 36 x 4 315
RTS 35 9-58 35 9.5 x 4.6 x 35 0.125 11 23.2 5BO 18.2 455 14.51 363 13.0 1 x 36 x 4 370
RTS 39 7-8B 39 7.BxV.x39 0.125 11 10.7 257 8.5 I 212 6.6 165 11.0 1 x 36 x 4 285
RTS 39 9-0B 39 9.0 x 3.6 x 39 0.125 11 17.2 430 13.51 338 10.8 270 I 12.5 1 x 36 x 4 355
RTS 39 !leOF 39 9.0 x 3.6 x 39 0.188 I 7 26.1 654 419 12.5 I 515
20.6 517 16.7 1-1/4x42x61
'RTS 451O-0B 45 10.0 x 3.7 x 45 0.125 11 17.4 435 135 338 10.6 265 13.5 1 x 36 x 4 I 450
1
HTS 45 10-0F 45 100 x 3.7 x 45 0.188 7 I 25.5 639 120.2 505 16.3 409 1 135 1-1/4 x 42 x 6 650 I
RTS 50 10.0B 50 10.0 x 3.0 x 50 0.125 11 113.2 330 10.6 265 8.3 208 13.5 1 x 36 x 4 475
RTS SOlO-OF 50 10.0 x 3.0 x 50 0.188 7 I 20.5 512 165 412 13.6 340 13.5 1-1/4 x 42 x 6 680
BASE DETAiL
HANDHOlE ORIENTATION'
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POLE OPTIONS
R
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B
A
Handhole
Suffix
FOl'
FGl'
HI-1BS'
VO
UAB
HH '.2
HHC
FaC
o ascription
Festaorl Outlet - less electrical
Festoon GFI Outlet - less electrical
Horizontal Arm Bracket - 1 fixture
Vibration 0 amper
less Anchor Bolts
Extra Harldhole
H anclhole Cover
Full-Base Cover
IMPORTANT,
. Tht!-s~ .l;pecificlitions llr~ intended ior gen.era:i purposes only. Ljthani~ reserves the.lighttD ch:.Hl-ge
material or design, without prior notice, irl a (;ontinuillg effort t:J upgP5d~ its prGdLJClS.
. installation requir95 grou( be p,cked under bas, to 9nsure full contacl with loundaliorl.
NOTES:
1 Specify location and orientation when
ordering Iso.cify orientation lrom
handhole and height in feet above base).
2 Combination or tanon-!op and drill mOllnt
requires extra handhole.
130-POLE
@1994 Lilhonia Lig;'1ing. Rev. 3/99
,30POLE.P65
i:ITHDfii~~~:~:;;j,t1 LJ'GJ'fT/AI G
~y ARCHITECTbF1,:;L OUTDOOR LIGHTING .
P,O, 30X A, CONYE-:RS, G;;'JF-;;;:>:, ~;:)O 12, 7::;;~.;-::'~H8r'J:: 770-922-9000. FAX 770-483-2635
1~'i CA~'140"",: 1100 5UTrl AVE.. ~A~~:'1:I~~:=, Q'JE8i::r; :-HH 2V3, A UNIT OF i\J,S.1. HOLDINGS, INC.