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Aspectus, LLC
PO Box 518
Carmel, IN 46082
2005-1
February 24,2005
CSM
Project #:
Issue Date:
Checked By:
Revisions:
80'-0'
EIFS/METAL
PANEUTRESPA
ALUMINUM
CURTAIN
WALL
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These drawings and the project manual
and all copies made thereof remain the
sole property of Aspectus, llC including
a/l copyrights. They shan only be used for
this project and can not be used for any
other wort with out the express written
consent of Aspectus, LLC.
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AREA LIGHTING
EJ..{:i Architectural
,. AS: Aeris Area and
- Roadway Cutoff Lighting
.ltJ. KSE: Symmetra Premium
Cutoff, Square
a.., KSF: Spec-Form
- Premium Cutoff
SEARCI
>KSF
CONTACT
KSF: SPEC-FORM PREMIUM CUTOFF
Product Catalog> Lithonia Lighting> Outdoor Lightin
Intended Use: For car lots, street lighting or parking
areas.
LIGHT*LINK
TRAINING
SALES INFO
RESOURCES
PRODUCTS
COMPANY
OUTDOOR LIGHTING
HOME
FeatureS: Housing - Rugged, heavy-gauge, aluminum
rectilinear housing. All seams continuously welded for
weathertight integrity. Dark bronze corrosion-resistant
polyester powder finish (DDS) standard. Other
architectural colors available
Door Frame - Natural, anodized, extruded aluminum
frame with mitered corners, retained with two hinge pins
and secured with one quarter-turn1 quick-release fastener.
Int~grally designed, extruded silicone gasket provides
weatherproof seal between housing and frame.
. KVF: Vertical Cutoff
" KVE: Square Vertical
",. KVR: Round Vertical
~ KML: Low Pressure
Sodium Cutoff
Images
IE AddttJonaI
Lens - .125" thick, impact-resistant tempered glass with
thermally applied, silk-screened power door shield.
Mounting - Extruded 4" (KSF 1, KSF2) or 12" (KSF3)
aluminum arm for square pole mounting shipped in fixture
carton as standard. Optional Mountings available.
Optics - Anodized segmented reflectors provide superior
uniformity and control. KSF 1/KSF2 reflectors are rotatable
and interchangeable. KSF3 Type IV are only rotatable but
not interchangable. Five cutoff distributions available: R2
(Roadway), R3 (Asymmetric), R4SC (Forward Throw,
Sharp Cutoff), R4W (\Nide, Forward Throw), R5S
(Square).
Catalog Page
Specification Sheets
PhotometricData
Application Inform~tion
Questions about this product?
Socket - Porcelain, horizontally oriented, mogul-base
socket (100M & 150M are medium-base) with copper
alloy, nickel-plated screw shell and center contact. UL
listed 1500W, 600V.
R4SCIR4W - Application specific optical solutions (pdt)
Listings: Listings - Ul Listed (standard)_ CSA Certified or
NOM Certified (see Options). UL listed for wet locations.
II Product
Electrical - High reactance, high power factor for 150W
and below. Constant wattage autotransformer for 175W
and above. Copper wound and 100010 factory tested.
Removable power door and positive-locking disconnect
plugs.
[t]..~ General Purpose
[t]-.(Jg Security
BUILDING-MOUNTED
ltJ..fA Architectural Wall Packs
ffi..c:a Decorative Wall Packs
ffi"~ Glass Wall Packs
(fl'~ POlycarbonate Wall Packs
FLOODLIGHTING
[t)_.~ Architectural
[t)..fA General Purpose
1fI..{d Hazardous
[t)..(d High-Performance
PARKING GARAGE-CANOPY
(!J..~' Canopy
IE"~ Parking Garage
POLES
1tJ..~ Aluminum -
[E.. Oil Concrete
ltJ..ca Fiberglass
[tJ..Cii Steel
ROADWAY LIGHTING
[tJ..ca Roadway
sITe LIGHTING
LtJ..~ Bollards
[tJuca low-Mount Floods
[t)..ca Post-Tops
SPORTSLIGHTING
[E..Q SportsJlghter
DUtil PRDDIITSEARCH we OF 4
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DATE: 311817005
OWN BY: JRD
CHKD. BY: ACH
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SCALE: 1"=20'
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Civil Designs
24f15 Dtn!cbIn bow StLE
~fn <46241
317-144-196.
FAX-244-1969
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--....lec--- UNDERGROUNO EL.EC1MC
---9Q8--- GAS LINE
IN INVERT
TOR TOP Of' RI..
TOe TOP Of' CAS'T1NG
RCP REINFORCED CONCRETE PIPE
PVC POL'J'VIH'IL CHLOR1OE PltE
\lCP VITRIF1ED aAY PIPE
CUP CORRUGATED METAL PIPE
CPP CORRUGATED PlAS11C PIPE
E.S. END SECTION
P.IW RIGHT-oF-WAY
T9W lnfPORARY ~
CONe. CONCRETE
SQ. ~
SF' SQUARE F'EET
(ii) DEED SfARlHO/DISTANCE
00 WASUAED BfARING/DISfNtcE
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EXISTING LEGEND:
DESCRtPTlOH:
EXJST1NG ASPHALT
EXIST1NG CONCRETE
. TENPORMY BENOtMAAK
8 SEC1lON CORNER
e REBM FOUND
o CUT "X. FOUND
o RHlRCW) SPIKE FOUND
. MAG NAIL SET
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x) uotfT POlE
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WELL
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DESCRPI1OtI:
ASPtfALT 1'0 BE REMCNED
CONCRETE 1'0 BE R9lOYED
STONE 10 BE REMOVED
EIU&U1QtG 1'0 BE REMCMD
UISC. rmI TO BE REMOYm
IN.1S a FD<<:E 10 BE RBIO'IED
UJ1J1'ES 10 BE RBICMD
DEMOLITION NOTES
1. n€ CONT'RAC'tCR SItALL BE RE:SP'OMSI8LE FOR ~ AND
DCSPOSIL OFF-SITE Of ALlITEWS SHOWN ON 1HE DEMOUnON PUN
IG.UDING ITEMS ENCOUNTERED DURING ~1lON OF EUlJJNG
FOUNIW1OtCS AND lmU1Y PtACEMENT..
2. PRIOR TO STNmNG DDIOU'1'1ON. If IS ntE RESPONSIBIUTY OF 1M[
00HJRACr0R 1'0 OBrAlN ~ PERWITS REQUJm) B'f lOCAL
~Al AGENaES.
3. 1liE CONTRAC1tlR stW.L COORDINATE wmt THE LOCAL U'I1UTY
COMWIES FOR neE DISCONNECJ1ON AND REMOVAL OF SERYICES 1'0
EXISnNG S1'RUC1\JRES.
4. I1'EMS SHOWN ON THE DEMOU11ON PlNf TO BE SALVatGED StW1. BE
~~11ON SPECFED BY 'H OWNER OR HIS\
5. ITEMS Of" SALVN:;EHU VALUE 1'0 lIE c::ctnRAC1OR tMY BE
~~llE~~~~ ITEMS
ON snE.
e.. ntE CCN1"IViCTOR stW.L NOT USE DPL.OSMS OR BURN DESRIS.
7. COIOICT DDIOUTlON OPERATIONS TO ENSURE YNIWAL
NrERFERENCE WI1H RCW)S. sa.wAIJ(S AND Nt( 0'fHER ~
OCCUPED FACIU1ES.
I. DO NOT CLDSE OR OBSTRUCT ROADS. SIDaWJCS. OR Nt( OTHER
OCCUPIED FACUJ11ES wnHOUT PEIUSSION FROW THE LOCAL
N.JTHORnY H4VING JURISCICT10N AHD\OR PROPERTY OWNERS.
8. nE CON'I'RHm)ft SIWL ENSURE WI: PASSN.lE OF PERSONS
'T'RAVERSIIG 'TIft)UGH OR AROUND nE CONSTRUCnON SITE.
10. M: CON'I'RHm)ft StW.L PR01tCT SURROUtONQ STRUCTURES.
unurES. NC) cmER FACIUT1ES mou ~ ~ DENOLmON
ANI) RDtOIAL OPERAllONS.
11. BUl.DlNO sntUC1\IRES INCt.lJDINC: FOUNIW1ONS AND BA5EMENTS.
SHALL BE ftDICWED AND ~ WITH APPRCMD BACI<FIU.
tMlERW. stKL BE PlACED .. UFrS NOT EXCEEDING EJOHT INCHES
.. 1HICICNESS. DCH lFT StW.L BE COMPAClED IN ACCORIW<<:E
WITH lIE GEOTECHNICAL REPORT. OR IF SUCH REPORT IS
UNAVMJaE. TO A "MUM Of" as OF ltE MAXIMUM DRY DENSI1Y
~ ~~~~ PROCroR MEniOO +/-
12. Ul1LITES StW.L BE REM(M1) AND 1HE lMNCHES MCI<F1U.ED WITH
APPROVED EMa<fI.L .tM'TQW. MCI<FIU. tM'TERW. SHN..L BE
PlACED .. MAXIUI EICHT INCH LF1S AND COMPACI'ED IN
ACCORIW<<:E WITH '!HE GEOTECHNICAL REPORr OR TO A ........
OF' .. OF' 1ME tMXMJ" DRY DENSITY AS DElERMI4ED B'f ASN
0-1557. MODF1ED PROCTOR tlImtOD +/- 3X OF 0P1'IftJM
MOIS11JRE CONTENT.
TRANSPORT DEMOLITION M.\1ERW.. 10 AN INDIANA DEPMNENr OF'
DfMOt6IENTAL. WWtODENT PERIITTEJ) LANDFI.L SUCH AS 1WIN
IRDCES lNtCFIU. IN IWMUE. ItaAHA.
1ME CON'I'RHm)ft StW.L BE RESPOHSIaE FOR ENSURING 1HE
CONSTRUCnON SIlt AND SURROUNDING NtEAS ME fREE Of"
AOCOYUlATED DEBRIS.
Ha.EY MOl.EY SAYS
"DIG SAFELY"
"ITS THE LAW"
CAlL 2 WOFICItG OI\lS BEfORE lOU 00
1-800-382-5544
CtU. 1OU. FREE
PER HMNA STATE LAW 1C8-1-28.
IT IS AlWNSf THE LAW 1'0 EXCAVAlE
wnMOUT HCJ'IFtING 1HE ~
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DESIGN PHASE
CONSTRUCTION
PLAN NUMBER
C1.1
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REVISION RECORD
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OA TE: 3118 'ZOOS
OWN BY: JRD
CHKD. BY: ACH
SCALE: 1 n = 20'
DATE: 3/18/2005
c::>
Civil Designs
2415 D1reaDB Raw ~.E
indianap0iis, In 4624'
317-244-1961
FAX-244-1969
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(PROPOSED EROSION CONTROL L~GEND:
- !!!!!!!!!!!!!!
DESCRIPTION: DETAIl I/SH. I
GRAVEL CONST. ENT'IWiCE DETAIl. 01/<:4.2
STRAW BALE INLET PROTECTlON DETAIl 03/<:4.2
SAND BNJ INlET PROTECTlON DETAIl 04/<:4.2
SLT FENCE DETAR.. 02/<:4.2
'1"El4PRORARY' SEEDING
I EXISTING LEGEND:
-~: DESCRIPT1OH:
EXISTlNG ASPHALT .m. 1El..EPHOHE PEDESTAL
EXISTING STONE T SIGN
..~ :' EXISTING CONCRETE :g ARE HYDRANT
0 lEMPORAR'f BENCH IMRK @ WATER METER
8 SECT10N CORNER @ SANlTM't' MNIiOLE
@ REBAR FOUND @ GAS METER
@ RHLRCW> SPI<E FOUND ~ GAS VILVE
POWER POLE -ohe1- CMRHEAD ELECTRIC LINE
[~il ELECTRIC "I'RAHSfORNER ---"Ie<;--- UNDERGROUND ELECTRIC
IIJ E1.ECTRIC METER BOX ---tet.--- UNDERGROUND m.EPHONE
.Q lIGHT POlE -- -.tr --- WATER UN[
.. GROUND LIGHT ---9as--- GAS lIfE
EROSION CONT
1. .au. COHS1'RlJCt1OH MA1UWS MUSf CONf'ORM TO CURRENT
~~ ~JU~AlE, COUNtY. aN OR
2. ~~' ~~r-~~ ~
3. 1lIS PlAN SIW.L Nar BE CONSURm AU. tNCl.USNE ItS 1HE CONTRACTOR
stW.L TH<E ALL NECESW ~ TO PREVENT SOl. smNENf
FROM lEAVftG 'tHE SITE. " AL EROSION Nfl) SEDDAENT CONlROl
ll9S\JMS WI1. BE INSTAll DEEMED NECESSMY BY ON-Sf1'E INSPECTIOtl
SEDIENT l.ADOI WA1ER SHN.1. BE DETMD B'r EROSION COHTROL
PRACR::ES ItS NEEDED 10 .....-zE SEDINENTA1Dl IN M RECEMNG
SI'RfAM. NO S10AM WA1ER stW.1. BE DISC::tMGED FROM DE: S11E IN A
t.WHR 'DiAl CAUSe EROSION /(f 'mE POINT OF ~
WSTES ANO UNUSED BUIl.DING tM1ERW.S SHAlL NOT BE IU.OWED 10 BE
CNRED FROM lHE snE BY STCRWWAlER RUNOFF. PROPER CCSPOSAL Of
HJ.. WASttS HI) UNUSED BUlDlNG tMTEIM.S IS REQUHD.
SEDIMENI' BEING l1W:ED 0N10 PU9UC OR PRHAlE RQMMAlS SHALL BE
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--------------------------------------------------------------------------------
EXISTING
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0.48
3.218
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1.958
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Page 5 of7
Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 4 of7
--------------------------------------------------------------------------------
Basin Name:' EXISTING
Group Name: EXISTiNG
Simulation: 2YRO.5HR
Node Name: BOUNDARY
Interconnected Chann~I and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
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Hydrograph
SCS Unit
Unit Hydrograph: Uh484
Peaking Fator: 484.0
Spec Time Inc (min): 0.67
Camp Time Inc (min): 0.67
Rainfall File: HUFF
Rainfall Amount (in):. 2.640
Storm Duration (hrs): 3.00
Status: Onsite
Time of.Cone (min): 5.00
Time Shift (hrs): 0.00
Area (ae): 2.300
Vol of Unit Hyd (in): 1.000
Curve Number: 94.400
DCIA (%): 0.000
Basin Type
P-BOUNDARY
SCS Unit Hydrograph
Uh484
484.0
0.67
0.67
HUFF
1.960
1.00
Onsite
5.00
0.00
2.300
1.000
94.400
0.000
Node Name
Basin Type
Unit Hydrograph
Peaking Fator
Spec Time Ine (min)
Camp Time Inc (min)
Rainfall File
Rainfall Amount (in)
Storm Duration (hrs)
Status
Time of Cane (min)
Time Shift (hrs)
Ar e a ( a e )
Vol of Unit Hyd (in)
Curve Number
DCIA (%)
0.92
3.214
2.038
17018
Time Max (hrs)
Flow Max (cfs)
Runoff Volume (in)
Runoff Volume (ft3)
0.47
6.241
1.391
11611.896
Time Max (hrs
Flow Max (efs
Runoff Volume (in
Runoff Volume (ft3
478
PROPOSED
PROPOSED
10YR6HR
P-BOUNDARY
SCS Unit Hydrograph
Basin Name
Group Name
Simulation
Node Name
Basin Type
PROPOSED
PROPOSED
10YR24HR
P-BOUNDARY
SCS Unit Hydrograph
Basin Name
Group Name
Simulation
Node Name
Basin Type
Unit Hydrograph: Uh484
Peaking Fator: 484.0
Spec Time Ine (min): 0.67
Comp Time Ine (min): 0.67
Rainfall File: HUFF
Rainfall Amount (in): 3.120
Storm Duration (hrs).: 6.00
Status: Onsite
Time of Cone (min): 5.00
Time Shift (hrs): 0.00
Area (ae): 2.300
Vol of Unit Hyd (in): 1.000
Curve Number: 94.400
DCIA (%): 0.000
Uh484
484.0
0.67
0.67
HUFF
4.080
24.00
Onsite
5.00
0.00
2.300
1.000
94.400
0.000
Unit Hydrograph
Peaking Fator
Spec Time Ine (min)
Comp Time Ine (min)
Rainfall File
Rainfall Amount (in)
Storm Duration (hrs)
Status
Time of Cone (min)
Time Shift (hrs)
Area (ac)
Vol of Unit Hyd (in)
Curve Number
DCIA (%)
Page 5 of5
Time Ma~ (hrs) 1.81
Flow Max (efs) 2.026
Runoff Volume (in) 2.503
Runoff Volume (ft3) 20894.830
Interconnected Channel and POild Routing Model (ICPR) @2002 Streamline Technologies, Inc.
Page 4 of 5
7.20
0.705
3.441
28727.082
PROPOSED
PROPOSED
10YR2HR
P-BOONDARY
SCS Unit Hydrograph
and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc.
-----------------------------------
Uh484
484.0
0.67
0.67
HUFF
2.400
2.00
Onsite
5.00
0.00
2.300
1.000
94.400
0.000
0.63
4.143
1.808
15096.057
PROPOSED
PROPOSED
10YR3HR
P-BOUNDARY
Time Max (hrs
Flow Max (cfs
Runoff Volume (in
Runoff Volume (ft3
Basin Name
Group Name
Simulation
Node Name
Basin Type
Unit Hydrograph
Peaking -Fator
Spec Time Ine (min)
Comp Time Ine (min)
Rainfall File
Rainfall Amount (in)
Storm Duration (hrs)
Status
Time of Cone (min)
Time Shift (hrs)
Area (ae)
Vol of Unit Hyd (in)
Curve Number
DCIA (%)
Basin Name
Group Name
Simulation
Node Name
Time Max (hrs)
Flow Max (cfs)
Runoff Volume (i~)
Runoff Volume (ft3)
.Interconnected Channel