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GASGASGASUGE <br />llUGEUGEUGE UGE UGE UGE UGE UGE <br />l <br />l <br />l <br />l <br />>>= HYDRANT <br />= CURB STOP <br />= GATE VALVE <br />= SANITARY MANHOLE <br />= CLEANOUT <br />= STORM MANHOLE <br />= CATCH BASIN <br />= CULVERT APRON <br />= WATER LINE <br />= SANITARY LINE <br />= STORM LINE <br />PROPOSED UTILITY LEGEND <br />l>0'20'40' <br />NOTES: <br />1.THE LOCATIONS AND ELEVATIONS OF THE EXISTING UTILITIES SHOWN <br />HEREIN ARE APPROXIMATE. THEY HAVE BEEN PLOTTED FROM AVAILABLE <br />SURVEYS AND/ OR RECORDS. THE CONTRACTOR IS RESPONSIBLE FOR <br />FIELD VERIFYING LOCATION AND ELEVATION TO ENSURE THAT ANY <br />EXISTING UTILITIES (SHOWN OR NOT SHOWN) ARE NOT DAMAGED <br />DURING CONSTRUCTION. <br />2.CONTRACTOR SHALL VERIFY AND COORDINATE BUILDING UTILITY <br />CONNECTION SIZES, LOCATIONS, AND ELEVATIONS WITH PLUMBING, <br />MECHANICAL, AND ELECTRICAL CONTRACTORS. <br />3.ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT <br />EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND <br />BACKFILL/SURFACE RESTORATION" AS PREPARED BY THE CITY <br />ENGINEERS ASSOCIATION OF MINNESOTA. <br />4.ALL WATER PIPING SHALL BE BURIED A MINIMUM OF 8'. <br />5.SEE WATER DETAILS FOR ADDITIONAL INFORMATION. <br />6.A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL <br />WATER LINE CROSSINGS WITH SANITARY SEWER OR STORM SEWER. <br />THE WATER LINE SHALL NOT HAVE JOINTS OR CONNECTIONS WITHIN 10 <br />FEET OF THE CROSSING. INSULATE CROSSINGS WITH STORM SEWER. <br />7.SANITARY SEWER CLEANOUTS SHALL BE PROVIDED WITHIN 5' OF THE <br />BUILDING FOR UNIT'S CONNECTION. <br />8.SANITARY SEWER CLEANOUT SPACING SHALL NOT EXCEED 90'. <br />9.SANITARY SEWER SERVICES SHALL HAVE A MINIMUM OF 2.00% GRADE. <br />10.SEE SANITARY SEWER DETAILS FOR ADDITIONAL INFORMATION. <br />11.ALL NONCONDUCTIVE PIPE SHALL BE INSTALLED WITH A LOCATE <br />(TRACER) WIRE PER MINNESOTA RULES, PART 7560.0150 <br />12.ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH <br />THE MINNESOTA STATE PLUMBING CODE. <br />13.ALL PIPING SHALL BE TESTED IN ACCORDANCE WITH THE MINNESOTA <br />STATE PLUMBING CODE. <br />14.CONTRACTOR SHALL COORDINATE UTILITY INSPECTIONS WITH LOCAL <br />AUTHORITIES HAVING JURISDICTION. <br />15.GOPHER STATE ONE CALL DAMAGE PREVENTION SYSTEM FOR BURIED <br />UTILITIES. 1-800-252-1166. CONTRACTOR SHALL HIRE A PRIVATE <br />UTILITY LOCATOR TO ASSIST WITH PRIVATE UTILITY LOCATES. <br />PLOTTED:FILE NAME:1-12-2024 <br />SIGNATURE <br />JANUARY 12, 2023 <br />PROJECT NUMBER: <br />DATE ISSUED: <br />DRAWN BY: <br />CHECKED BY: <br />REVISIONS: <br />PROJECT NAME: <br />ORONO, MN. <br />09623003 <br />City of Orono <br />Fire Department <br />SHEET NO: <br />DATE <br />SHEET NAME: <br />09623003-C-Base-Proposed.dwg <br />LICENSE # <br />I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR <br />REPORT WAS PREPARED BY ME OR UNDER MY DIRECT <br />SUPERVISION AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER IN THE STATE OF <br />MINNESOTA. <br />1795 ST. CLAIR AVENUE <br />ST. PAUL, MN 55105 <br /> (651) 696-5186 <br />www.oertelarchitects.com <br />OERTEL <br />ARCHITECTS <br />GKD <br />RJKLIVINGSTON AVENUE97-LF 4" SCH 40 PVC SEWER <br />BUILDING CONNECTION <br />INV:955.0 <br />COORDINATE SIZE, INVERT AND <br />LOCATION WITH PLUMBING ENGINEER <br />CONNECT TO EXISTING SANITARY SEWER <br />MANHOLE AT INVERT 950.00 <br />2" DOMESTIC PE WATER SERVICE <br />2" CURB STOP <br />2" WET TAP <br />25 LF - 6" PVC C900 <br />(2) 45 DEGREE BEND FITTINGS <br />FIELD VERIFY SIZE, MATERIAL, AND LOCATION <br />CONNECT TO EXISTING PIPE <br />INSTALL SALVAGED HYDRANT ASSEMBLY <br />SUMP MH#1 <br />CASTING R-1733 <br />SW INV: 955.7 <br />E INV: 954.25 <br />CONNECT TO EXISTING 15" CMP <br /> 6" HDPE FES#2 <br />INV: 956.35 <br />30.7-FT OF 6" HDPE @ 2.12% <br />2" PE WATER SERVICE <br />4" SEWER CLEAN OUT <br />UTILITY PLANS <br />C401 <br />229