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NOTES: <br />1, DETAILS ARE PROVIDED BY ARAPAHOE COUNTY OPEN SPACE TRAILHEAD AND TRAIL DESIGN STANDARDS. <br />2. SEE STANDARDS DOCUMENT FOR INSTALLATION, MATERIALS AND SPECIFICATIONS ON SIGN KIOSKS AND PANELS. (DOCUMENT PREPARED FOR ARAPAHOE COUNTY ON NOVEMBER 19TH 2010) <br />3. FINAL SIGN LOCATIONS ARE TO BE FIELD LOCATED BY OWNER/LANDCAPE ARCHITECT PRIOR TO INSTALLATION. CONTRACTOR TO COORDINATE WITH OWNER/LANDSCAPE ARCHITECT ON FIELD LOCATION PRIORTO INSTALLATION. <br />4. THE CONTRACTOR SHAT L OBTAIN AND PAY FOR ALL LICENSES, PERMITS, AND USFISAI.FS TAXES APPLICABLE TO THIS PROJECT AS REQUIRED. <br />5. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF ALL PROPOSED SIGNAGE FOOTINGS, STRUCTURAL FASTENERS, MATERIALS AND FINISHES AS REQUIRED TO MEET ALL LOCAL, STATE AND FEDERAL CODES AND GUIDELINES TO OW NER/LANDSCAPE ARCHITECT <br />FOR REVIEW AND APPRVAL PRIOR TO ANY FABRICATION OR INSTALLATION OF PROPOSED SIGNAGE. <br />STANDING SEAM ROOF <br />4" x 6" VERTICAL SUPPORT <br />7'X6" JOIST AT RIDGE AND MID <br />A SPAN - FACE NAIL WITH (3)16d <br />I? <br />4'x 6" BOTTOM CORD <br />4" x 6" TOP CORD <br />r <br />A <br />-_-- — CUSTOM STEEL PLATES (TYP) <br />tf 8 x8' 1 1 {$ <br />} 8" x 8" POST <br />: -1 014 SIGN PANEL ^ b <br />Y2" EXPANSION JOINT (TYP) <br />D2 <br />CONCRETE ' <br />BOARDWALK PAVEMENT I 2 -a <br />6" <br />5' <br />b <br />° EMBED POSTS PLUMB IN 16'0 <br />(MIN.) CONCRETE FOOTER <br />NATIVE SOIL <br />6" GRAVEL. BASE (TYP) <br />MIN, <br />FRONT ELEVATION <br />NOTES: <br />1) ALL STEEL BRACKETS AND ROOF TO BE POWDER COATED. COLOR <br />SHALL BE CORVEI RUST # 100091369 OR APPROVED EQUAL <br />2) ALL WOOD MEMBERS TO BE WESTERN RED CEDAR <br />3) THIS DETAIL SHALL BE REVIEWED BY A STRUCTURAL ENGINEER AND <br />REVISED AS NECESSARY FOR SPECIFIC SITE CONDITIONS. <br />1 SIGN KIOSK (LARGE)- SECTION / ELEVATION <br />CCVEP -' 2 -25 <br />o <br />STANDING SEAM ROOF <br />4" x 6" FASCIA - FACE NAIL TO <br />TRUSS WITH 16d NAILS <br />4" x 6" BOTTOM CORD <br />8" x 8" <br />8" x 8" POST Q Dl4 SIGN PANEL <br />)4" EXPANSION JOINT (TYP) <br />CONCRETE <br />�D2 BOARDWALK PAVEMENT <br />b <br />EMBED POSTS PLUMB IN 16" 0 <br />(MIN.) CONCRETE FOOTER <br />to NATIVE SOIL <br />4 16" * 6" GRAVEL BASE (TYP) <br />MIN. <br />SIDE ELEVATION <br />NOTES: <br />1) ALL STEEL TO BE POWDER COATED. COLOR SHALL BE CORVEL <br />RUST # 10009136? OR APPROVED EQUAL - <br />2) ALL WOOD MEMBERS TO BE WESTERN RED CEDAR <br />3) THIS DETAIL SHALL BE REVIEWED BY A STRUCTURAL ENGINEER AND <br />REVISED AS NECESSARY FOR SPECIFIC SITE CONDITIONS. <br />2 SIGN KIOSK (SMALL)- SECTION / ELEVATION <br />c <br />3/8" - 1' -0" CCVEP -12 -26 <br />An.: w In cxen Ww. <br />T,,VSe" Xv, A Sign lk �,W.W <br />{ <br />+ a <br />I. it <br />ABCDEFGHUKLM <br />ABCDEFGHIJKLM <br />NOPQRMVWXYZ <br />NOPQRSTUVWXYZ . ■ <br />abcdetghijklm <br />abcdetgNjklm <br />RopqrsLuvwxn <br />nopgrsluvwxyz <br />12345678% <br />IM45E7690 <br />�.. -• <br />SIGs PANEL Tl <br />cLL�nn� <br />3 SIGN PANEL -ELEVATION <br />3/8 -= " -0` CCVEP -12 -27 <br />MULLER ENGINEERING CO., INC. � IV <br />coNsuL roc EVC,r EErs CM SOUTHEAST METRO CHERRY CREEK <br />°r '�sw °ATR °L �nE i °� "" � STORMWATER URBAN DRAINAGE AND L -2o <br />cm ��T,�1i,�._,e FLOOD CONTROL DISTRICT IMPROVEMENTS SITE DETAILS <br />GHECB AUTHORITY AT ECO PARK SHEET No. <br />No. DATE REVISIONS APPR. PROJECT NO. 09.031.°2 B <br />