2022-01-25_REVISION - M2002020 (2)

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° LEGEND: ABBREVIATIONS: PECOM z GENERAL NOTES: A GENERAL APPROX APPROXIMATE LR LONG RADIUS ARV AIR AND VACUUM VALVE LT LEFT 1 CONTRACTOR SHALL UNDERSTAND AND COMPLY WITH ALL REQUIREMENTS FOR WORK WITHIN CITY OF DRAINAGE WAY OR WATER SURFACE BFP BACKFLOW PREVENTER LWL LOW WATER LEVEL GREELEY BLDG BUILDING MAX MAXIMUM PROJECT — EXISTING EASEMENT BLKG BLOCKING MD MOTORIZED DAMPER 2 CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ACTIVITIES WITH PUBLIC AND PRIVATE BM BENCHMARK MH MANHOLE POUDRE PONDS AGENCIES,OPERATION OF THE EXISTING UTILITIES AND OTHER CONTRACTORS WORKING WITHIN THE — — PROPERTY LINE B 0 BLOW OFF MJ MECHANICAL JOINT PROJECT AREA BOT,BTM BOTTOM MIN MINIMUM IMPROVEMENTS AND 3 CONTRACTOR SHALL PERFORM HIS WORK IN A MANNER THAT MINIMIZES DISRUPTION OF PUBLIC AND * X X x EXISTING FENCE BRG BEARING M 0 MINIMUM OPENING PRIVATE SERVICES C/C CENTER TO CENTER MTD MOUNTED RESTORATION PROJECT 4 CONTRACTOR IS RESPONSIBLE FOR OBTAINING CONSTRUCTION PERMITS WHICH ARE NECESSARY FOR EXISTING UNDERGROUND GAS LINE PERFORMANCE OF THE WORK CDOT COLORADO DEPARTMENT N NORTHING POND B SLURRY WALL EXISTING UNDERGROUND TELEPHONE LINE OF TRANSPORTATION NPT NATIONAL PIPE THREAD CHKD PL CHECKERED PLATE NPW NON-POTABLE WATER AND INTERCONNECT PIPE B SURVEY LINE AND GRADE 1, 0 EXISTING OVERHEAD ELECTRIC LINE CIP CAST IRON PIPE NTS NOT TO SCALE F CENTER LINE OC ON CENTER FOR CONSTRUCTION 1 THE GENERAL GROUND CONFIGURATION AND ANY SURFACE FEATURES SHOWN ON THE DRAWINGS EXISTING STRUCTURE CLR CLEAR OD OUTSIDE DIAMETER ARE BASED ON FIELD SURVEY INFORMATION GATHERED IN 2019 THE INFORMATION IS INTENDED TO CML CEMENT MORTAR LINED OHE OVERHEAD ELECTRIC REFLECT THE GENERAL GROUND CONFIGURATION AND FEATURES AT THE DATE OF THE SURVEY ONLY O BENCHMARK CMU CONCRETE MASONRY UNIT OPL ORIFICE PLATE CLIENT o THE CONTRACTOR SHALL REVIEW AND VERIFY THE EXISTING CONFIGURATIONS AND INFORM HIMSELF CO CLEANOUT P/C PRECAST CONCRETE City of Greeley OF THE ACTUAL CONDITIONS TO BE ENCOUNTERED DURING CONSTRUCTION CONC CONCRETE PC POINT OF CURVATURE Y Y 2 ALL PIPELINE ELEVATIONS SHOWN ARE TO THE TOP OF PIPE,UNLESS OTHERWISE NOTED ALL CONST CONSTRUCTION PE PLAIN END _ ELEVATIONS ARE BASED ON PROJECT DATUM PROJECT DATUM IS BASED ON DRAWING G-03 CPVC CHLORINATED POLYVINYL CHLORIDE PI POINT OF INTERSECTION 3 ALL SLURRY WALL AND/OR PIPELINE PIPELINE STATIONING IS RELATIVE TO CENTERLINE OF THE CU FT CUBIC FOOT PROP PROPOSED E SLURRY WALL AND/OR PIPELINE DBL DOUBLE PRC POINT OF REVERSE CURVE o DEFL DEFLECTION ANGLE PRV PRESSURE REGULATING VALVE DENT DENITRIFICATION PSF POUNDS PER SQUARE FOOT C MATERIAL AND INSTALLATIONS DETAIL NUMBER DI DUCTILE IRON PSI POUNDS PER SQUARE INCH CONSULTANT DIA DIAMETER PT POINT OF TANGENCY 1 CONTRACTOR SHALL PERFORM HIS WORK IN A MANNER CONSISTENT WITH STANDARDS ESTABLISHED X SECTION DETAIL DIP DUCTILE IRON PIPE PV PLUG VALVE 7595 AECOTECHNOLOGV WAY o_ BY THE GOVERNING AGENCIES AND PROJECT SPECIFICATIONS WHEN STANDARDS ARE IN CONFLICT, DWG DRAWING PVC POLYVINYL CHLORIDE DENVER,CO80237 THE CONTRACT SHALL WORK WITH THE AGENCIES TO DEVELOP A RESOLUTION THAT SATISFIES ALL X E EASTING R RADIUS OF CURVE T 1-303-740-2600 F 1-303-694-3926 PARTIES SHEET ON WHICH EA EACH RCP REINFORCED CONCRETE PIPE www aeoom corn 2 ALL MATERIALS AND WORKMANSHIP SHALL BE IN COMPLIANCE WITH THE CONTRACT DOCUMENTS AND SECTION LETTER DETAIL IS SHOWN ECC ECCENTRIC RD ROOF DRAIN SPECIFICATIONS WORK SHALL BE SUBJECT TO OBSERVATION AND ACCEPTANCE BY THE ENGINEER, EF EACH FACE REINF REINFORCEMENT L 1 T HnS OWNER AND OTHER IMPACTED PARTIES X EL,ELEV ELEVATION REQD REQUIRED ENGINEERING 3 GEOTECHNICAL TEST HOLE LOCATIONS ARE SHOWN FOR INFORMATION ONLY THE CONTRACTOR IS X SHEET ON WHICH ELEC ELECTRIC ROW RIGHT OF WAY Ldhos Engineering RESPONSIBLE TO VERIFY SUBSURFACE CONDITIONS SECTION IS SHOWN E 0 EDGE OF RT RIGHT 2750 S Wadswanh Blvd,Suae D-200 EOP EDGE OF PAVEMENT RW RIVER WATER Denver,Colorado 80227 D PROTECTION OF WORK AND PROPERTY EOS EDGE OF SHOULDER S SLOPE,SOUTH,SANITARY SEWER Office 303 625 9502 EQ EQUAL SAN SANITARY SEWER www LithosEng com 1 CONTRACTOR SHALL PROTECT AND MAINTAIN ALL UTILITIES,STRUCTURES,IMPROVEMENTS, EW EACH WAY SCH SCHEDULE MONUMENTS AND BENCHMARKS AFFECTED BY THE WORK NOT DESIGNATED FOR DEMOLITION OR EX,EXIST EXISTING SIM SIMILAR REMOVAL AND REPLACEMENT ANY DAMAGE SHALL BE REPAIRED AND RESTORED TO THE EXP EXPANSION SPE SLAB ON GRADE SATISFACTION OF THE AFFECTED OWNER,PUBLIC AGENCIES,AND THE ENGINEER AT THE EXPENSE OF FeCOMPRESSIVE STRENGTH SPEC SPECIFICATION THE CONTRACTOR FD FLOOR DRAIN SSI SAND/SEDIMENT INTERCEPTOR 2 CONTRACTOR SHALL IMPLEMENT PROCEDURES TO MINIMIZE EROSION OF AREAS DISTURBED BY THE BORING LEGEND FDN FOUNDATION STA STATION WORK IN ACCORDANCE WITH CITY STORM WATER MANAGEMENT PERMIT CONTRACTOR SHALL FEOP FUTURE EDGE OF PAVEMENT STL STEEL MAINTAIN ALL DISTURBED AREAS UNTIL NATIVE VEGETATION IS RE-ESTABLISHED TO THE SATISFACTION FE FUTURE EDGE OF SHOULDER S STL STAINLESS STEEL LE-_ FES FLARED END SECTION SS SANITARY SEWER OF THE CITY � BORING BY LITHOS ENGINEERING FF FINISHED FLOOR SO SQUARE FOR BA-_ FIN FINISHED SW STORM WATER r �7 E GAS,ELECTRIC,TELEPHONE,&FIBER OPTIC LINES BORING BY BRIERLEY ASSOCIATES FLASHG FLASHING SWMP STORM WATER MANAGEMENT PLAN 5 FLR FLOOR 1 THE CONTRACTOR ASSUMES RESPONSIBILITY FOR WORKING AROUND AND PROTECTING ALL UTILITIES HA— < BORING BY HALEY&ALDRICH FLG FLANGE,FLANGED T TANGENT,PIPE WALL THICKNESS CONSTRUCTION TB THRUST BLOCK WHETHER SHOWN ON THE DRAWINGS OR NOT EXISTING BURIED UTILITIES AND STRUCTURE FL FLOWLINE T&8 TOP AND BOTTOM ¢ LOCATIONS ARE APPROXIMATE AND MAY NOT REPRESENT ALL BURIED UTILITIES OR STRUCTURES FLR FLOOR TELE TELEPHONE z PRESENT FO FIBER OPTIC TH GEOTECHNICAL TEST HOLE 9 2 EXISTING GAS AND ELECTRIC LINES IN ROW TYPICALLY ARE S DEEP AND TYPICALLY 3'DEEP OUTSIDE FOB FLAT ON BOTTOM THK THICK,THICKNESS o- OF THE ROW CONTRACTOR TO VERIFY BY POTHOLING ALL WATERLINE AND KNOWN UTILITY FRP FIBERGLASS T 0,T/O TOP OF S FTG REINFORCED PLASTIC FOOTING REC CROSSINGS OR ADJACENT UTILITIES PRIOR TO CONSTRUCTION TOC TOP OF CONCRETE 9 3 EXISTING TELEPHONE LINES ARE TYPICALLY LOCATED IN ROWS 24"-30"DEEP CONTRACTOR TO FIELD G GAS TOD TOP OF DRIFT z GALV GALVANIZED w VERIFY WITH UTILITY COMPANY TOW TOP OF WALL O HB HOSE BIBB 37269 9 4 EXISTING FIBER OPTIC LINES ARE TYPICALLY 40"DEEP CONTRACTOR TO FIELD VERIFY WITH UTILITY HOG HEADING TYP TYPICAL STATION y� COMPANY HDPE HIGH DENSITY POLYETHYLENE WNNN((�JApp 5 WHEN WORK IS PERFORMED ADJACENT TO OVERHEAD HIGH POWER LINES AND WITHIN OR ADJACENT UG UNDERGROUND w HORZ HORIZONTAL y TO ENERGY OWNER ROW THE CONTRACTOR SHALL CALL THE ENERGY PROVIDER 72 HOURS IN UGE UNDERGROUND ELECTRIC ADVANCE TO SCHEDULE A TRANSMISSION LINE PATROLMAN TO MONITOR THE WORK HP HORSEPOWER,HIGH PRESSURE, UH UNIT HEATER ry HIGH POINT U N 0 UNLESS NOTED OTHERWISE 0 HWL HIGH WATER LEVEL UP UTILITY POTHOLE Oi HWY AY LIV UNDERGROUND VAULT HZ HERTZ V C VERTICAL CURVE w ID INSIDE DIAMETER VERT VERTICAL ISSUE/REVISION INSUL INSULATED VPC VERTICAL POINT OF CURVATURE °a INV INVERT VPI VERTICAL POINT OF INTERSECTION O LT JOINLENGTH VPT VERTICAL POINT OF TANGENCY LF LINEAR FEET o 11/06/2020 ISSUED FOR CONSTRUCTION W WATER,WEST I/R DATE DESCRIPTION 0 WB SOIL BORING o LG LONG WL WATERLINE w LP LOW POINT,LOW PRESSURE yyS WATER SURFACE �o WW WASTEWATER 70 WWF WELDED WIRE FABRIC i a AGENCY CONTACT LIST: CITY OF GREELEY o w WATER AND SEWER DEPARTMENT PROJECT NUMBER 1100 10th St,Suite 300 N 3 GREELEY,COLORADO 80631 o v, 970-350-9811 Project Number 60609097 �V SHEET TITLE y 9 UTILITY NOTIFICATION CENTER OF COLORADO(UNCC) GENERAL NOTES& �O ABBREVIATIONS F 1-800-922-1987 rg aD E SHEET NUMBER LL G-02