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1. UNLESS NOTED OTHERWISE, THE FOLLOWING NOTES RELATING TO THIS SHEET SHALL GOVERN. <br />2. COMPRESSIVE STRENGTH OF CONCRETE FOUNDATION SHALL BE A MINIMUM OF 4,500 PSI AT 28 DAYS <br />WITH MAXIMUM W/CM RATIO OF 0.45 AND AIR -CONTENT OF 5% +/- 1.5% <br />3. MINIMUM YIELD STRENGTH OF REINFORCEMENT TO HE 60,000 PSI (ASTM-A615) <br />4. REFERENCE CIVIL AND ELEC DRAWING FOR EQUIPMENT LAYOUT, LOCATION OF CONDUIT, ETC. <br />5, FINAL ANCHOR DOLT AND POLE DESIGN INCLUDING SIZE AND CONFIGURATION ARE BY MFR. <br />6. BEFORE STARTING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS ON THE SITE AND <br />REPORT ANY DISCREPANCIES IMMEDIATELY TO THE ENGINEER. <br />7, NO GEOTECHNICAL ENGINEERING REPORT WAS PROVIDED BY THE OWNER. FOUNDATION DESIGN IS <br />BASED ON A MINIMUM OF 1,500 PSF NET ALLOWABLE HEARING PRESSURE ON UNDISTURBED NATURAL <br />SOIL OR COMPACTED FILL UNLESS OTHERWISE NOTED <br />3. UNLESS OTHERWISE DIRECTED BY THE OWNER, ALL FOUNDATION WORK RELATED TO INSTALLATION <br />OF REBAR SHALL BE INSPECTED BY OTHERS. <br />9. KIMLEY-HORN AND ASSOCIATES, INC. IS NOT RESPONSIBLE FOR THE DESIGN OF THE EQUIPMENT OR <br />ANCHORAGE TO THE FOUNDATION. MANUFACTURER SHALL SUBMIT LOADS TO ENGINEER FOR RECORD <br />KEEPING PURPOSES ONLY. <br />10. DESIGN IS BASED ON THE SPECIFIC EQUIPMENT SHOWN IN THESE DRAWINGS AND ILLUSTRATED ON <br />THE VOLT CUT SHEETS, <br />11. BUILDING CODE: IBC 2010 <br />11.1. DESIGN LOADS <br />11A.1. DEAD LOAD: SELF WEIGHT <br />11.1.2. LIVE LOAD: BOLLARDS ARE NOT DESIGNED FOR FULL 6 KIP IMPACT LOAD UNLESS OTHERWISE <br />NOTED "VEHICULAR RATED" <br />11.1.3. WIND LOAD; ASCE 7-10 <br />11.1.3.1. OCCUPANCY CATEGORY e 1 <br />11.1.1.2. WIND SPEED m 164 MPH <br />11.1A.3. EXPOSURE ® B <br />CHARGING STATION <br />0 --� -- <br />,� CHARGING STATION BASE <br />v PLATE / ANCHORAGE <br />CHARGING STATION <br />CONCRETE SLAB <br />CHARGING STATION BA <br />PLATE <br />CHARGING STATION BASE PLAN <br />9.69" 5 <br />2.09" <br />PROPOSED CHARGING STATION <br />ANCHOR (SEE NOTE ABOVE) <br />CHARGING STATION BASE PLATE <br />CHARGING STATION BASE PLATE <br />W <br />1 <br />HARGING STATION <br />BASE PLATE <br />CHARGING STATION <br />FOOTPRINT <br />CONCRETE <br />FOUNDATION <br />NOTE: <br />® CHARGING STATION FOUNDATION TO EXTEND FROM BACK OF CURD TO BACK <br />OF CURB WHEN PLACED IN LANDSCAPE ISLAND.SEE SHEETS C2-00 & C2s-01 <br />FOR MORE DETAILS <br />0. <br />CHARGING ST ION FOOTPRINT <br />C RGING STATION BASE <br />PLATE <br />3.38 <br />x '4W.. awn 0 ; L § <br />6.55' <br />3. <br />O <br />co <br />N <br />N <br />CHARGING STATION BASE <br />PLATE <br />CHARGING STATION FOOTPRINT <br />2.75 <br />I� <br />1.75' <br />3.75 <br />millar ON <br />SCALE <br />N.T.S. <br />4 <br />05/20/2020 <br />CD100s-CITY COMMENTS <br />SAL <br />3 <br />02/06/2020 <br />CD100s <br />GCC <br />2 <br />10/10/2019 <br />CD100s <br />GCC <br />1 <br />08119/2019 <br />CD90s <br />SDD <br />N <br />REV <br />DATE <br />DESCRIPTION <br />BY <br />N <br />ISSUE DATE <br />�'o <br />05/21/2020 <br />�n <br />ISSUED FOR <br />REVIEW <br />EVICS FOUNDATION <br />r�SCALE <br />BOLLARDS <br />W/47 <br />N.T.S. <br />ANCHOR NOTES <br />CONTRACTOR TO VERIFY POST INSTALLATION OR CAST IN PLACE ANCHOR <br />AS LISTED BELOW BASED ON FIELD <br />MEASUREMENTS AND JURISDICTIONAL <br />REQUIREMENTS. <br />CAST IN PLACE ANCHOR: <br />(6) 1/2" DIAMETER HOT —DIP GALVANIZED HEX HEAD ASTM F1554 GR, 36 <br />CAST--IN—PLACE ANCHORS WITH MINIMUM EFFECTIVE EMBEDMENT OF 3 1 /4fe <br />OR ENGINEER APPROVED EQUAL <br />POST INSTALLATION MECHANICAL ANCHOR: <br />(6) 1 /2" DIAMETER HILTI KWIK BOLT T Z—SS304 ANCHOR ROD WITH <br />MINIMUM EFFECTIVE EMBEDMENT OF <br />3 1 /4" OR ENGINEERING APPROVED <br />EQUAL. <br />EVCS <br />CONTRACTOR TO ENSURE <br />CONCRETE FOUNDATION AND <br />GRADE ARE FLUSH. <br />INSTALL �" COMPRESSIBLE JOINT <br />FILLER WHERE FOUNDATION <br />ABUTS EXISTING PAVEMENT, TYP, <br />GRADE <br />®� C <br />Q m EVCS ANCHORS <br />Z-6" OR <br />MIN FROST DEPTH #5 @ 9" OC TOP BOTTOM <br />WHICHEVER IS GREATER EACH WAY, TYP, <br />® CONCRETE FOUNDATION <br />a e A.• 4, <br />i <br />EXPIRES: 09/11/2020 <br />IT IS A VIOLATION OF LAW FOR ANY PERSON, <br />UNLESS THEY ARE ACTING UNDER THE DIRECTION <br />OF A LICENSED PROFESSIONAL <br />ENGINEER, TO ALTER, THIS DOCUMENT. <br />�ft <br />K <br />m. ✓.t x- +: + P S^. a _ - , v, a.. ,., +. S _m ,: -. i a e _v x � _ v ..e-.. .. Y {' <br />r till <br />r .. x illr <br />- - <br />r y <br />i <br />tx. :r�.^ss... .^5�a ._;....,-i..::^rzt�*.. .ar+-+'�rts .,___.-...�z�'u2 .�:.,su z� v-�2x ^i?�. aSfl...'S.�m-b ...,_ S^ ._ �„ �,..:�, .ID-. »s'3T.n.,_s. _xv.... a..nrt.T.Tsv�Sars+^.. .at` lu >�.,... � u..�.s'.T-, .�>iW�,d',¢sa isax:., 5.�Y4rk-r"a.F.'.m..._mi::as�i:'4FSSR,+.�.�"v,n'A.sSlfiae�2`"""3Ti.n"izcdn�...^'a'S`»'s'r�_ .,.�'.°✓ h T�'53:.�f. �"'^mz *V3'�'3%'a. .'�"�" x �,r✓ _ _ _ <br />