Laserfiche WebLink
Site Plan Approve <br />PIE 1'� CE PINI <br />LINE POST, 2" I.D. <br />GALVANIZED METAL POST <br />WITH CAP, TYPICAL <br />6'-0" TYP. <br />7 GAUGE <br />REINFORCED <br />TENSION WIRE <br />LJ <br />NOTES <br />10' MAXIMUM <br />CROWN <br />CONCRETE <br />FOOTING FOR <br />DRAINAGE, <br />TYPICAL <br />10' MAXIMUM <br />BRACE 1-5/8" I.D.— <br />PIPE <br />FENCE <br />GALVANIZED CHAIN LINK <br />2" MESH, 11 GAUGE <br />7 GAUGE REINFORCED <br />TENSION WIRE OR 1-5/8" <br />I.D. TOP RAIL <br />LJ <br />CORNER POST, 2-1/2" I.D. <br />GALVANIZED METAL PIPE <br />WITH CAP, TYPICAL <br />FASTENER, TYPICAL <br />STRECHER BAR <br />X 1'-6" <br />1. DEPTH OF FOOTINGS ARE INTO NATURAL UNDISTURBED SOIL OR TESTED & APPROVED COMPACTED FILL. <br />2. CONCRETE FOOTINGS SHALL BE A MINIMUM OF 4,000 PSI MIX. <br />3. 12 GAUGE WIRE FASTENERS SHALL BE USED. <br />4. ADDITIONAL BRACING MAY BE REQUIRED WITH RUNS OVER 200'. <br />CHAIN LINK FENCE <br />C600 <br />3 <br />APPLY 2 COATS OF RUST <br />INHIBITIVE YELLOW PAINT <br />OR INSTALL YELLOW HDPE <br />PIPE SLEEVE OVER POST <br />6" SCHEDULE 40 — <br />PRIMED STEEL PIPE <br />FILLED WITH CONCRETE <br />SLOPE TOP <br />TO DRAIN <br />GRADE <br />=1 I 1=111=111= <br />- 11=III=111E11 <br />-III=111 <br />-11 <br />18" DIA. 4000 P.S.I. <br />PORTLAND CEMENT <br />CONCRETE BASE <br />M <br />BOLLARD <br />DOMED TOP WITH <br />TROWELED FINISH <br />1'-6" <br />C600 <br />NO SCALE <br />NO SCALE <br />GALVANIZED CHAIN LINK <br />2" MESH, 11 GAUGE <br />6'-0" TYP. <br />2 <br />6' MAX. <br />12' SWING GATE <br />6' MAX. <br />ALL GATE COMPONENTS SHALL BE <br />GALVANIZED AND RATED FOR <br />EXTERIOR USE <br />6' MAX. <br />HINGE POST <br />6" DIAM. MIN. <br />6' MAX. <br />APPROVED CENTER GATE STOP. INSTALLED <br />ACCORDING TO FABRICATOR'S INSTRUCTIONS <br />DOUBLE VEHICULAR GATE <br />CHAIN LINK SWING GATE <br />12' SWING GATE <br />HINGE POST <br />CONCRETE FOOTING <br />18" DIAM. <br />6-0" DEEP <br />C600 <br />2" BITUMINOUS WEARING COURSE <br />MNDOT 2360, (SPWEA340B) <br />BITUMINOUS TACK <br />COAT PER MNDOT 2357 <br />2" BITUMINOUS BINDING COURSE <br />MNDOT 2360, (SPNWB330B) <br />p, 8" COMPACTED CLASS 5 <br />BASE (100% CRUSHED) <br />MNDOT 3138"����� <br />111 <br />COMPACTED SUBGRADE <br />BITUMINOUS PAVEMENT <br />NO SCALE <br />NO SCALE <br />ASSOCIATES, INC. <br />Consulting Civil Engineers <br />9298 CENTRAL AVENUE NE <br />SUITE 312 <br />BLAINE, MN 55434 <br />TEL 763-537-1311 <br />6651 141 st AVENUE NW <br />RAMSEY, MN 55303 <br />I hereby certify that this plan or drawing was prepared <br />by me or under my direct supervision and that I am <br />a duly licensed Professional Engineer under the laws <br />of the State of Minnesota. <br />Company: PIERCE PINI 85 ASSOCIATES <br />Signed: IL <br />J�. <br />Name: Kevin Gardner <br />Date: 09/06/2023 Reg. No: 45815 <br />Issued for Date <br />Copyright 2023 Pierce Pini & Associates, Inc. <br />Comm. No. 23-020 <br />Drawn TS <br />Checked KG <br />Date 09/06/2023 <br />City Approval <br />Drawing Title <br />CIVIL DETAILS <br />C600 <br />