HomeMy WebLinkAboutC115 Lighting PlanMATCH LINEMATCH LINE
HV
A
C
BUILDING A4 STORY APARTMENT BUILDING11,968 SF42 UNITSLIGHT POLE AND FIXTURE(TYP.) SEE DETAIL.XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX0+001+002+003+004+005+00PROPOSED BUILDINGMOUNTED LIGHT 'XLA'(TYP.) SEE DETAIL.PROPOSED BUILDINGMOUNTED LIGHT 'XLA'(TYP.) SEE DETAIL.0.5 FC1 FC0.5 FC1 FC0.5 FC1 FC1 F
C
0.5
F
C1 FC0.5 FC1 FC0.5 FC1 FC0.5 FC1 FC0.5 FC1 FC0.5 FC1 FC0.5 FCGARDENSTHI
R
D
S
T
R
E
E
TXXXXX PROPOSED BUILDINGMOUNTED LIGHT 'XLA'(TYP.) SEE DETAIL.0.5 FC1 FCNo.RevisionsARTICLE 147 SECTION 7307. THESE PLANS ARE COPYRIGHT PROTECTEDVIOLATION OF STATE EDUCATION LAW ARTICLE 145 SECTION 7209 ANDUNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS DRAWING IS INcDateByDescriptionSheet No.Project No.DateDrawing No.Scale:Designed byProject ManagerPrincipal-in-ChargePASSERO ASSOCIATESClient:StampPASSERO ASSOCIATESEngineeringwww.passero.comArchitecture224 West Main Street, Suite 100(585) 325-1000Rochester, New York 14614Fax: (585) 325-1691PARK GROVE REALTY, LLC46 PRINCE STREETROCHESTER, NY 14607Jess Sudol, PEMatthew NewcombTrevor Haut, EITCAYUGA PARKCITY OF ITHACATOMPKINS COUNTYSTATE OF NEW YORK20172440.0001AUGUST 2020CITY OF ITHACASITECAYU
G
A
I
N
L
E
T
N
M
E
A
D
O
W
S
TCASCADILLA ST3R
D
S
T
E
X
N
3RD STADAMS STADAMS
S
T4TH ST5TH STHANCOCK
S
T
MADISON
S
T MORR
I
SAVEN
F
U
L
T
O
N
S
T OLD TAUGHANNOCK BLVDDRAWING INDEXC101 COVERC102 - 104 EX. CONDITIONS & DEMO PLANC105 - 107 LAYOUT PLANC108 - 110 UTILITY PLANC111 - 113 GRADING PLANC114 PROFILESC115 - 117 LIGHTING PLANC201 - 203 DETAILSNOT FOR CONSTRUCTIONLEGEND:PROPOSED PARKING COUNTPROPOSED BUILDINGPROPOSED CONCRETEPROPOSED CURBEXISTING CENTER LINE ROADPROPERTY BOUNDARYSETBACKPROPOSED EASEMENT LINEPROPOSED SIGNPROPOSED LIGHT POLERIGHT OF WAYEXISTING EASEMENT LINEEXISTING SIGN14PROPOSED FENCEPROPOSED ACCESS RAMPPROPOSED PAVEMENT STRIPINGPROPOSED BUILDING MOUNTED LIGHT00201040SCALE: 1"=20'HORIZONTAL SCALE20LIGHTING PLANC 115151" = 20'APPROVALSCOMMISSIONER OF PUBLIC WORKSTOWN ASSESSORFIRE MARSHALHIGHWAY SUPERINTENDENTPLANNING BOARD CHAIRMANAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATEAPPROVED BY DATE42.75"25"N.T.S.OPTIONAL SHIELDLIGHT FIXTURE DETAILPROVIDE LITHONIA 232 WATT LED TYPE III MEDIUMDISTRIBUTION ON 24' POLE CATALOG # DSX2 LED100C 700 50K T3M MVOLT RPA DNAXD PROVIDE 4FT. DEEP CONCRETE FLUSH POLE BASES AS PERMANUFACTURER RECOMMENDATION FOR 90 MPHWIND LOAD.OR BELOW LOCAL FROST LEVEL
4'-0" MIN.FROST DEPTH PER LOCAL CODES.2. FOUNDATIONS SHALL EXTEND BELOWOF UNSTABLE SOIL CONDITIONS.CONTRACTOR SHALL ADVISE ENGINEERREQUIRE AN ALTERNATE DESIGN.90 MPH AND UNSTABLE SOIL MAYDESIGN. WIND LOADS OF MORE THAN1. FOUNDATION SHOWN IS A TYPICAL21" DIA.NOTES:2'-0"
24'-0"W/DOUBLE NUT & WASHERTO BUILDING ELECT. SERVICE.3/4" HEAVY WALL CONDUIT EXTENDLOCATIONS FROM A.B.@ 12" -LOCATE ALTERNATE4-#4 BARS W/ #3 TIES WITH CONCRETE.(SONOTUBE) FORM FILLED2'-0" HIGH RIGID FIBER FORMBOLT SIZE: 11" BOLT CIRCLEGROUTED GAP1"x36" ANCHOR BOLTS PAVEMENT
36" IN
AREASLIGHT POLE & BASE DETAILN.T.S.POLE MOUNTED LIGHT FIXTURE (TYP.)