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POLE <br />HAND HOLE <br />BASE COVER <br />D G UNGROD i299 TO <br />6'-0" 5ND 8" COPPER <br />GROUROD <br />BRANCH CIRCUIT <br />DUCT <br />POLE BASE GROUNDING DETAIL <br />LIGHT PER MFR, VVT = 55 LBS MAX,'q <br />N <br />PROJECTED WIND AREA ®2,00 SCE FT MAX <br />\ <br />2-26-20 <br />LIGHT POLE PER MFR HSS <br />\A <br />4X4 x0.1 R MIN ASTM <br />X <br />A500 GR 46 OR HISS ti <br />T <br />__j <br />4"DIA, xO.18" MIN ASTM z <br />0- <br />ASOO GR 46 <br />III <br />ANCHOR BOLTS SEE A/- <br />3095 FT—LBS AS <br />—� -- -- <br />MAX ,ALLOWABLE <br />COMER (PER POLE FIB <br />260 LBS (, I ) <br />d <br />MAX ALLOWABLE <br />II <br />r � � ��. �� <br />J" MIN NON —SHRINK, NON --METALLIC <br />GROUT 4,000 PSI AF 28 DAYS <br />BASE PLATE <br />v /4' CHAMFER <br />SEE A/-; <br />TYP <br />I <br />Lu <br />la <br />4— 3 TIES 0 3oc <br />FROST LINE �w <br />-- <br />CA <br />30" MIN <br />iAL <br />IrINISHED GRADE <br />if <br />BAL #3 TIES 0 6°o OR <br />._... <br />_ <br />3 SPIRAL PITCH <br />cq <br />/I. <br />_ <br />E-ElIIhI <br />2" MAX CONDUIT--_ <br />� I <br />3; <br />Va <br />C'ONO PIER 28 DAY STRENGTH = 2,500 <br />PSI C-150 TYPE I OR It WrrH NORMAL <br />� � 'ART RE 3 t <br />WEIGHT AGGREGATE ASTM C-3 MAX <br />ASTM A615 OR 60 <br />' <br />SLUMP = 6", MAX WATER/CEMENT <br />RATIO 4 0.5. <br />CA <br />3" CLR <br />". Ty <br />f <br />ROUND <br />LUMINAIRE SCHEDULE **SEE FIXTURE CLARIFICATION NOTE #9 (NP) = NEW POLE (CBO) CONTROLLED BY OTHERS <br />SYMBOL <br />QTY <br />LABEL <br />FIXTURE ARRANGEMENT <br />TOTAL FIXTURE COUNT <br />NEW POLE COUNT <br />FIXTURE TYPE / MOUNTING / MANUFACTURER <br />3 <br />UB01 <br />SINGLE <br />3 <br />e <br />(UBO) CPY250-A-DM-F-20W-UL-WH-30K / CANOPY MOUNT / CREE <br />1 <br />UB02 <br />SINGLE <br />1 <br />e <br />(UBO) CPY250-A-DM-F-20W-UL-WH-30K / CANOPY MOUNT / CREE <br />S <br />UDX1 <br />SINGLE <br />5 <br />(UDX) CR6T-825L-30K-12-E26GU24 / CANOPY MOUNT / CREE <br />5 <br />UEM1 <br />SINGLE <br />5 <br />(UEM) ZR24C-40L-30K-10V-FD (LED 2X4) / CANOPY MOUNT / CREE <br />2 <br />UU1 <br />SINGLE <br />2 <br />AME-2-L-T5-144LC-5-3K-UNV-BOA6-BZ / POLE MOUNT / VISIONAIRE <br />— <br />1 <br />UU2 <br />SINGLE <br />1 <br />m <br />AME-2-L-T4-72LC-5-3K-UNV-BOA6-BZ / POLE MOUNT / VISIONAIRE <br />1 <br />UU3 <br />SINGLE <br />1 <br />AME-2-L-T4-72LC-3-3K-UNV-BOA6-BZ / POLEMOUNT/ VISIONAIRE <br />2 <br />UU4 <br />DOUBLE (2 90°) <br />4 <br />AME-2-L-T4-72LC-5-3K-UNV-BOA6-BZ / POLE MOUNT / VISIONAIRE <br />2 <br />UU5 (NEW POLE) <br />SINGLE <br />2 <br />2 <br />AME-2-L-T4-144LC-5-3 -UNV-BOA -BZ / POLE MOUNT / VISIONAIRE <br />1 <br />RE1 <br />SINGLE <br />1 <br />- <br />EXISTING CANOPY FIXTURE <br />2 <br />RG1 <br />SINGLE <br />2 <br />o <br />EXISTING CANOPY FIXTURE <br />7 <br />RH1 <br />SINGLE <br />7 <br />o <br />EXISTING CANOPY FIXTURE <br />I <br />2 <br />R11 <br />SINGLE <br />2 <br />EXISTING WALL FIXTURE <br />1 <br />FYAl <br />SINGLE <br />1 <br />e <br />EXISTING POLE FIXTURE <br />1 <br />YB1 <br />SINGLE <br />1 <br />m <br />-- <br />EXISTING POLE FIXTURE <br />1 <br />YB2 <br />SINGLE <br />1 <br />EXISTING POLE FIXTURE <br />V MIN, TYP <br />ASTM A3612"x12"x1" BASE PL 1 <br />W/(4) 3/4" DIA. MIN X 24" MIN t <br />EMBED GR 36 MIN ANCHOR'` I <br />DOLTS 12.75" CIRCULAR DOLT v �I Y ------- <br />ANCHOR DOLT PLAN <br />NPiT .' <br />1 s THIS DETAIL SHALL BE REVIEWED AND APPROVED BY THE LOCAI CODE OFFICIAL <br />29 THE ASSUMED ALLOWABLE•. BEARING PRESSURE IS 1500 PSF AND ALLOWABLE LATERAL <br />BEARING PRESSURE IS 100 PSF PER FOOT PER IBC 2015 TABLE 1306.2 WITH SITE CLASS D. <br />THIS DETAIL IS NOT APPLICABLE AT MUD, ORGANIC SILT, ORGANIC CLAYS, PEAT OR <br />UNPREPARED FILL UNLESS DEEMED ACCEPTABLE BY THE LOCAL CODE OFFICIAL. <br />3. RISK CATEGORY It <br />4® BASIC DESIGN WIND STEED = 110 MPH, BIND EXPOSURE C <br />S. IBC 2015 Al CE 7--10. THE FOOTING IS DESIGNED PER IBC 2015 SECTION 1807 <br />6. DRILL AND CAST FOUNDATION <br />7. THIS DETAIL IS NOT APPLICABLE AT HIGH ELEVATIONS„ ESCARPMENT, RIDGE OR <br />HILL/M UNTAJN <br />POLE BASE DETAIL <br />SCOPE OF WORK; <br />0 REPLACE EXISTING H.I.D., FLUORESCENT, COMPACT FLUORESCENT & INCANDESCENT LIGHTING <br />WITH NEW LE.D. FIXTURES, INPUT WATTAGE FOR NEW L.E.D. FIXTURES WILL NOT EXCEED THE <br />WATTAGE OF THE EXISTING FIXTURES THAT THEY ARE REPLACING. <br />® WHERE NEW FIXTURES ARE BEING ADDED TO AN EXISTING CIRCUIT, THE TOTAL WATTAGE FOR <br />THE EXISTING CIRCUIT WILL NOT EXCEED CURRENT VALUE SINCE ALL EXISTING FIXTURES ON THE <br />CIRCUIT WILL BE REPLACED WITH NEW L.E.D. FIXTURES OF LOWER VALUE. <br />I <br />GENERAL_ NOTES <br />1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING CODES AND ALL <br />OTHER STATE AND LOCAL CODES AND ORDINANCES: <br />1.1. 2015 IBC WITH WASHINGTON STATE ADMENDMENTS <br />1.2. 2015 IFC WITH WASHINGTON STATE ADMENDMENTS <br />2017 NEC WITH i T ADMENDMENTS <br />1.3. WASHINGTON SATE DMENDMEN <br />1.4. 2015 IECC WITH WASHINGTON STATE ADMENDMENTS <br />1.5. 2015 WSEC <br />2. CONTRACTOR SHALL COORDINATE WITH THE EQUIPMENT PROVIDED BY OTHERS TRADES <br />PRIOR TO THE INSTALLATION OF ANY WORK TO ASSURE THAT THE CONDUIT, FEEDERS, <br />BREAKERS, ETC. MATCH THE NAMEPLATE DATA FOR EQUIPMENT BEING FURNISHED FOR <br />THIS PROJECT, WHERE A CONFLICT EXISTS BETWEEN NAMEPLATE DATA AND SIZES <br />SHOWN ON THE ELECTRICAL DRAWINGS, CONTRACTOR SHALL NOTIFY THE ENGINEER <br />FOR RESOLUTION PRIOR TO ANY INSTALLATION, <br />3. CONTRACTOR SHALL COORDINATE THE SIZES OF ALL ELECTRICAL EQUIPMENT BEING <br />PROVIDED PRIOR TO ANY INSTALLATION AND LAYOUT EQUIPMENT TO SCALE TO ASSURE <br />THAT EQUIPMENT AS SHOWN ON DRAWINGS WILL FIT IN DESIGNATED SPACES. <br />CONTRACTOR TO VERIFY MOUNTING ACCESSORIES BEFORE ORDERING" <br />BUG RATING <br />MOUNTING HEIGHT <br />MOUNTING ACCESSORIES <br />TOTAL FIXTURE <br />WATTAGE <br />EXISTING FIXTURE WATTAGE <br />BEING REMOVED/REPLACED <br />B1-U0-G1 <br />MATCH EXISTING <br />XA-BXCC9001 <br />20 <br />100 <br />Bl-UO-GI <br />9AFG <br />XA-BXCC9001 <br />20 <br />I <br />B1DUO-GO <br />MATCH EXISTING <br />GRR TRIM RING <br />11 <br />100 <br />B2-U0-G1 <br />MATCH EXISTING <br />32 <br />100 <br />B4-UO-G2 <br />MATCH EXISTING <br />238 <br />400 <br />B2-UO-G3 <br />MATCH EXISTING <br />e <br />120 <br />400 <br />B2-UO-G2 <br />MATCH EXISTING <br />80 <br />400 <br />R2-UO-G3 <br />MATCH EXISTING <br />120 <br />40 <br />B3-UO-G4 <br />22' -6" AEG <br />m <br />23 <br />- <br />100 <br />® <br />m <br />0 <br />100 <br />e <br />e <br />e <br />o <br />100 <br />100 <br />B a n- k o f A m e ri,c 0 <br />ORAG L. t, <br />DESCRIPTION <br />