Centennial Valley Parcel L Filing 1 Replat A Lot 2A Amendment 1 PUD Mylar

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ALL PROPOSED FIXTURES ARE FULL CUT-OFF FIXTURES POLE SCHEDULE MOUNTING CONFIG SYMBOL QTY POLE HEIGHT MODEL NUMBER DESCRIPTION LSI LIGHTING, STEEL SQUARE POLE, BOLT -ON ARM MOUNT, BRONZE NOTES: ALL AREA SITE LIGHT FIXTURES AND POLES TO BE MOUNTED ON CONCRETE BASE PER DETAIL, THIS SHEET POLES RATED TO 130 MPH WIND VELOCITY 0.0 0.0 0.0 0.0 11 + / +0.1 +Ci.0 / +0.0 '' ' +0.0 kJ + / + 0.0 0.0 STATISTICAL AREA SUMMARY LABEL CANOPY AREA PARKING AREAS DRIVES BUILDING SURROUNDS/ENTRY 0.0 AVG MAX MIN UNIFORMITY (MAX/MIN) 4.99 8.3 2.2 3.77 to 1 0.0 0 10 20 STEEL POLE SUPPLIED BY THE OWNER. SEE POLE SCHEDULE FOR POLE HEIGHT. HAND HOLE WITH COVER 12" FROM BASE OF POLE. LIGHT POLE BASE TO BE PAINTED TRAFFIC YELLOW CONDUIT AS REQUIRED (3/4" MIN.) VERTICAL AND HORIZONTAL t BARS SHALL BE RELD TED. WELDING NOT PERMITTED. SUPPORT REINFORCEMENT N ITS PROPER LOCATION FROM THE FORMWORK DUMNG CONCRETE OPERATION. BUIDIEDIUM NOTES: PLAN WAS BASED ON THE INFORMATION PROVIDED, ALL DIMENSIONS, LUMINAIRE LOCATIONS SHOWN REPRESENT RECOMMENDED POSITIONS. THE ENGINEER AND/OR ARCHITECT MUST DETERMINE APPLICABILITY OF THE LAYOUT TO EXISTING OR FUTURE FIELD CONDITIONS. THE CALCULATED PHOTOMETRIC LEVELS MAY OR MAY NOT MEET CERTAIN STANDARDS OR RECOMMENDED PRACTICES OF IESNA. THE PHOTOMETRIC PLAN REPRESENTS ILLUMINATION LEVELS CALCULATED FROM LABORATORY DATA TAKEN UNDER CONTROLLED CONDITIONS UTILIZING CURRENT INDUSTRY STANDARD LAMP RATINGS IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY (IES) APPROVED METHODS. LABORATORY TESTS ARE MADE UNDER OPTIMUM CONDITION, WITH LAMP OUTPUT AT RATED VALUE, AND IN ACCORDANCE WITH ILLUMINATING ENGINEERING SOCIETY APPROVED METHODS. ACTUAL ILLUMINANCE LEVELS MAY DIFFER DUE TO VARIABLE FIELD CONDITIONS SUCH AS (BUT NOT LIMITED TO): VARIANCE IN LAMP LUMEN OUTPUT; LAMP TILT FACTOR; BALLAST WATTAGE OUTPUT; LINE VOLTAGE AT BALLAST; REFLECTOR SPECULARITY; LAMP LUMEN DEPRECIATION; AND LUMINAIRE DIRT DEPRECIATION. THE 24LO" MOUNTING HEIGHT IS THE ACTUAL ASSEMBLY (POLE, BASE, AND FIXTURE) AND MAY DIFFER FROM THE FROM THE LUMINA1RE'S LUMINOUS APERTURE. THIS PLAN IS FOR RELATIVE LAYOUT AND SCOPE OF WORK PURPOSES ONLY. REFER TO SITE PLAN PREPARED BY LOCAL CONSULTANT FOR RELATIONSHIP OF THESE LUMINAIRES AND THEiR LOCATIONS TO EXISTING STRUCTURES AND REFERENCE. CONTRACTOR TO ENSURE THE LIGHT POLE AND HANDICAP PARKING SIGN ARE AT LEAST 2' FROM THE BACK OF CURB TO PREVENT VEHICLES FROM STRIKING THE LIGHT POLE OR HANDICAP PARKING SIGN. PROPOSED LIGHT POLE BASES SHOWN AT A MINIMUM OF 2'-6" FROM BACK OF CURB TO CENTER OF POLE/BASE. ENGINEER TO VERIFY PROPOSED LOCATIONS FOR ANY CONFLICTS OR MISPLACEMENTS. REPORT TO LIGHTING DESIGNER ANY DISCREPANCIES OR CONFLICTS 24'-0" ASSEMBLY HEIGHT 22'-0" POLE HEIGHT LED FIXTURE HEAD DARK BRONZE (SINGLE HEAD SHOWN FOR CLARITY) NOTE: POLE LIGHTS AND BUILDING LIGHTS SHALL BE DOWN CAST FIXTURES. LIGHTS SHALL NOT IMPACT ADJACENT PROPERTIES. (TYP. ALL LIGHTS) DARK BRONZE POLE AND FIXTURE r__. CONCRETE LIGHT POLE BASE (--- FINISHED GRADE AREA LIGHT DETAIL SCALE: NOT TO SCALE CONNECT ALL EQUIPMENT GROUND CONDUCTORS TO GROUNDING LUG IN POLE TEMPORARY CAP (TEMPORARY ALL CONDUIT) GROUND ROD CONNECTED TO EQUIPMENT GROUND VORE AT GROUND LUG IN POLE. (4) ANCHOR BOLTS 3/4" FLAT WASHERS AND 1 LOCK WASHER EACH. BARS EQUALLY SPACED 6-#3x18" DA. TES WITH REFERENCO) CODES MD STMDARDS • INTERNATIONAL BUILDING CODE 08C) 2012 EDMON, SECTION 1807.3 "EMBEDDED POSTS AND POLES" • ASCE STANDARD 7-10, "MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES • ACI 301-10 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" • ACI 318-11 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" WIND DESIGN DNA • BASIC WIND SPEED (Vult, ULTIMATE DESIGN WIND SPEED) 130 MPH • EXPOSURE CATEGORY • RISK CATEGORY FOUNDATION DESIGN MU • ALLOWABLE LATERAL BEARING PRESSURE CONCRETE MIX DESIIN REOUIRENENIS • COMPRESSIVE STRENGTH, 28 DAY 4,000 PSI • W/CM RATIO 0.50 • AGGREGATE SIZE, MAXIMUM 1 IN • AIR CONTENT RANGE 4-7% BOLT CIRCLE co TYPICAL ANCHOR BOLT SPACING N.T.S. POLE -TO -BASE PLATE WELD SHALL COMPLY WITH AWS SPECS. AT TOP AND BOTTOM OF BASE PLATE INSTALLATION IN CONCRETE PAVING REQUIRES CONTINUOUS 1/2" EXPANSION JOINT MATERIAL ALL AROUND THE FOUNDATION. SEAL WITH JOINT SEALER PER SPECIFICATIONS. NOTE: SEE SITE PLAN FOR SECTION "A -A" N.T.S. GROUNDNG LUG WELDED TO INSIDE OF POLE POLE BASE COVER SUPPLIED BY OWNER LOCKING WASHER 4" BOLT PROJECTION- LBELING NUT ANCHOR BOLT DETAIL "C" N.T.S. TYPICAL LIGHT POLE BASE DETAIL NOT TO SCALE 3/8" COPPER TUBES THROUGH GROUT AND FLUSH WITH TOP OF CONCRETE BASE TO CONDENSATION BUILD UP BOLT COVER TYPICAL BASE FIATE BOLT HOLE POLE BASE PLATE AND BOLT PATTERN PER MANUFACTUREWS RECOMMENDATION ORIENTATION TO BUILDING. HANDHOLE WITH COVER REMOVED BURNDY COPPER #KPA4C SCRULUG & TIN PLATED NUT AND BOLT OR BURNDY COPPER #KC20 SERVIT ATTACHED TO GROUNDNG LUG #4 GROUND CABLE ATTACHED TO GROUND ROD BASE PLATE PER SPECIFICATIONS NON -SHRINK GROUT THICKNESS 2" MAX, THICKNESS WITH SMES SLOPED AT SHEET NO. 1.0 14 f) 444: Ci Ld 12, ic„R-ai EL 0) -J 8 () it' ''' Et >1 =I <0 RL L 1 ; !LL I cL 'o ° 0 Z tckl Zii o ‹r‘ >I- >ft a. k ct (1) TEN LLI Ce cl I& 0 o