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PERMIT DOCUMENTS Addressing Comments for 21-4677 Comment 1: Submit a written narrative to clarify the proposed scope of work on the two existing sign walls with columns. Application Sec. 5 (further work description) has installing two monument signs and New is checked (this implies existing signs will be removed and replaced, but no setback with a survey is provided). Sign details have replacement sign (as opposed to reface). Location map has refurbished in position. Clarify what structural changes are proposed to the existing monuments, if the setbacks will remain as is, what those setbacks are (nonconforming monuments can only have a reface, no structural changes), and the existing and proposed total height from finished grade (previous comment not addressed). ŷĻ ƦƩƚƦƚƭĻķ ƭĭƚƦĻ ƚŅ ǞƚƩƉ źƓǝƚƌǝĻƭ źƓƭƷğƌƌźƓŭ ğƌǒƒźƓǒƒ ƦźƓ ƒƚǒƓƷ ƌĻƷƷĻƩƭ ƚƓƷƚ ƷŷĻ ĻǣźƭƷźƓŭ ƒƚƓǒƒĻƓƷƭ͵ ŷĻƩĻ Ǟźƌƌ ĬĻ Ɠƚ ƭƷƩǒĭƷǒƩğƌ ĭŷğƓŭĻƭ Ʒƚ ƷŷĻ ƒƚƓǒƒĻƓƷƭ ƷŷĻƒƭĻƌǝĻƭ ğƓķ ƷŷĻ ƭĻƷĬğĭƉƭ ΛЊЉ ŅĻĻƷΜ Ǟźƌƌ ƩĻƒğźƓ ƷŷĻ ƭğƒĻ͵ ‘Ļ ğƦƚƌƚŭźǩĻ ŅƚƩ ƷŷĻ ƒźƭĭƚƒƒǒƓźĭğƷźƚƓ źƓ ƷŷĻ źƓźƷźğƌ ğƦƦƌźĭğƷźƚƓ ƩĻŭğƩķźƓŭ ƓĻǞ ğƓķ źƓƭƷğƌƌźƓŭ͵ ŷĻ ŷĻźŭŷƷƭ ƚŅ ƷŷĻ ƒƚƓǒƒĻƓƷƭ ğƩĻ ƭŷƚǞƓ ƚƓ ƷŷĻ ķƩğǞźƓŭƭ ЏВ źƓĭŷĻƭ ŅƩƚƒ ĬƚƷƷƚƒ Ʒƚ ƷƚƦ͵ Comment 2: Will the proposed signage be externally illuminated? Add to sign details. ŷĻ ƭźŭƓƭ Ǟźƌƌ ƓƚƷ ĬĻ źƌƌǒƒźƓğƷĻķ ğƓķ Ɠƚ ĻƌĻĭƷƩźĭğƌ ǞƚƩƉ Ǟźƌƌ ĬĻ ķƚƓĻ͵ ŷĻ ƌĻƷƷĻƩźƓŭ Ǟźƌƌ ĬĻ ƓƚƓΏ źƌƌǒƒźƓğƷĻķͲ ƦğźƓƷĻķ ƦźƓΏƒƚǒƓƷ ƌĻƷƷĻƩƭ͵ Comment 3: What are the landscaping specifications (height, spread of shrubs, etc.)? ŷĻ ĻǣźƭƷźƓŭ ƌğƓķƭĭğƦźƓŭ Ǟźƌƌ ĬĻ ƩĻƒƚǝĻķ ğƓķ ƷŷĻ ƓĻǞ ƌğƓķƭĭğƦźƓŭ ƓƚƷĻķ źƓ ƷŷĻ ķƩğǞźƓŭƭ Ǟźƌƌ ĬĻ źƓƭƷğƌƌĻķ ğƓķ ƭƦƩĻğķ ƚǒƷ ğƭ źƓķźĭƷĻķ źƓ ƷŷĻ ƌğƓķƭĭğƦźƓŭ ƦƌğƓ͵ ŷĻ ƓĻǞ ƌğƓķƭĭğƦźƓŭ Ǟźƌƌ ƓƚƷ ĻǣĭĻĻķ ЊЋ źƓĭŷĻƭ Ǟŷźĭŷ źƭ ƷŷĻ ƒƚƭƷ ğƌƌƚǞğĬƌĻ ƒĻğƭǒƩĻķ ƭƦğĭĻ ĬĻƷǞĻĻƓ ƷŷĻ ŭƩƚǒƓķ ğƓķ ƷŷĻ ĬƚƷƷƚƒ ƚŅ ƷŷĻ ƭźŭƓ ƌĻƷƷĻƩźƓŭ͵ OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO REACTIONS ON EXISTING SUPPORT STRUCTURE & FOOTING(S) UNDER REPLACEMENT SIGN REACTIONS ON EXISTING SUPPORT STRUCTURE & FOOTING(S) UNDER REPLACEMENT SIGN FbtzFFbFb LETTERS/LOGOS ARE APPROX EQUAL TO REACTIONS UNDER EXISTING LETTERS/LOGOS. LETTERS/LOGOS ARE APPROX EQUAL TO REACTIONS UNDER EXISTING LETTERS/LOGOS. TfbmTTTTffbft BQQSPWFEBQQSPWFEBQQSPWFE c_qwqc_jq,amkc_qwc_qwc_qwc_qwwwqww_jq,a EXISTING FOOTING(S) & SUPPORT STRUCTURE MAY REMAIN. REPLACEMENT LETTERS/LOGOS Qmboojoh!'!\[pojoh OOppp/77777777777777777777777777777777777777777777777788888888884444444444444444444444444999999999999999999999999999999999999999999999999999999999999999993333 SHALL BE INSTALLED USING ANCHORS AT NOTED HEREIN. ibudifsl!2304103132 TFQ!TTFQTTFQTFQFQ TUBUF!PGGGGGGGGGG 19!1911919 3132313331332 Gmb!Cmeh!Dpef!8ui!Fe!)3131* Hfofsbm Opuft; OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO FbtzFFbFb TfbmTTTTffbft BQQSPWFE c_qwqc_jq,amkc_qwc_qwc_qwc_qwwwqww_jq,a Qmboojoh!'!\[pojoh OOOOOOpppppppp/!7777777777777777777777777777777777777777777777777777777777888888888888888888888444444444444444444444444444444449999999999999999999999999999993333 ibudifsl!2304103132 OPW!OOPOOPOPW!W TUBUF!PGGGGGGG 21!2221 313233311332 Gmb!Cmeh!Dpef!8ui!Fe!)3131* Hfofsbm Opuft; O FbtzFFbFb TfbmTTTTffbft BQQSPWFE c_qwqc_jq,amkc_qwc_qwc_qwc_qwwwqww_jq,a Qmboojoh!'!\[pojoh Op/!78493 ibudifsl!2304103132 OPW!OOPOOPOPW!W TTTTTUTTTBUF!PG 21!2221 313233311332 Gmb!Cmeh!Dpef!8ui!Fe!)3131* Hfofsbm Opuft; O FbtzFFbFb TfbmTTTTffbft BQQSPWFE c_qwqc_jq,amkc_qwc_qwc_qwc_qwwwqww_jq,a Qmboojoh!'!\[pojoh Op/!78493 ibudifsl!2304103132 TTTTTT FQFQFQFQFQ TTTTTUTTTBUF!PG 191911919 31331333133 22 Gmb!Cmeh!Dpef!8ui!Fe!)3131* Hfofsbm Opuft; OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO FbtzFFbFb TfbmTTTTffbft BQQSPWFE c_qwqc_jq,amkc_qwc_qwc_qwc_qwwwqww_jq,a Qmboojoh!'!\[pojoh OOppp/7777777777777777777777777777777777777777777777888888888844444444444444444444444444999999999999999999999999999999999999999999999993333 ibudifsl!2304103132 OOOOOO PW!PPPW!W TUBUF!PGGGGGGGGGG 2222 11 313333113 22 Gmb!Cmeh!Dpef!8ui!Fe!)3131* Hfofsbm Opuft; O FbtzFFbFb TfbmTTTTffbft BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE c_qwqc_jq,amkc_qwc_qwc_qwc_qwwwqww_jq,a Qmboojoh!'!\[pojoh Op/!7849Op/!784893999939999 ibudifsl!2304103132 OOOOOO PW!PPPW!W TUBUF!PGPGGGGG 2222 11 313333113 22 Anchor Notes: - #10-24 studs (6061-T6 Alum or 316 S.S.), centered in stroke width - Min (3) studs per letter, spaced evenly - Min (4) studs each logo panel, spaced evenly - Letters drilled and tapped to receive studs, min (5) threads engaged - Stud length to accommodate embed to host structure - Min 1.5" stud embed to hollow CBS (block) or concrete - Fill holes w/ LiquidNails LN-901 adhesive (or equiv) Gmb!Cmeh!Dpef!8ui!Fe!)3131* Hfofsbm Opuft; O FbtzFFbFb TfbmTTTTffbft BQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFEBQQSPWFE c_qwqc_jq,amkc_qwc_qwc_qwc_qwwwqww_jq,a Qmboojoh!'!\[pojoh Op/!7849Op/7p/!78499939999993 ibudifsl!2304103132 TTTTTT FQFQFQFQFQ TUBUF!PUBUFPGGGGG 191911919 31331333133 22 Anchor Notes: - #10-24 studs (6061-T6 Alum or 316 S.S.), centered in stroke width - Min (3) studs per letter, spaced evenly - Min (4) studs each logo panel, spaced evenly - Letters drilled and tapped to receive studs, min (5) threads engaged - Stud length to accommodate embed to host structure - Min 1.5" stud embed to hollow CBS (block) or concrete - Fill holes w/ LiquidNails LN-901 adhesive (or equiv) Gmb!Cmeh!Dpef!8ui!Fe!)3131* Hfofsbm Opuft;