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A� w CITY OF LOUISVILLE WASTEWATER TREATMENT PLANT <br />PLANNED UNIT DEVELOPMENT 1ST AMENDMENT <br />LOT 1 LOUISVILLE WASTEWATER TREATMENT PLANT <br />CASE # PUD-000516-2024 <br />GRADING & UTILITY PLAN PAGE 3 OF 7 <br />JV DISINFECTION <br />BUILDING <br />ELECT. <br />EQUIP. <br />ROC' <br />UE <br />BLOWER BUILDING <br />SS <br />ELECT. <br />EQUIP. <br />OF <br />SANITARY MANHOLE Ii <br />RIM=5296.99' <br />INV.(BOTTOM OF BOX)=5292.28' <br />UNKNOWN MANHOLE <br />RIM=5297.03' <br />0 <br />0 <br />z <br />0 <br />m <br />m <br />UE <br />LAB AND BLOWER BUILDING <br />0 <br />z <br />0 <br />m <br />m <br />a -6Fv— <br />SANITARY MANHOLE <br />RIM=5296.60' <br />Ss <br />SS <br />ASPHALT PATCH <br />CONCRETE <br />CHANNEL ' -- <br />— ss <br />EXIST EDGE OF ASPHALT <br />CONNECT TO EXIST 8" <br />WATER MAIN W/ 1-INCH <br />CURB STOP <br />CONCRETE <br />ASPHALT PAVING <br />LIMITS OF <br />SAWCUT (TYP) <br />4" SANITARY SEWER <br />8" PVC CONNECTION I <br />ss (SEE SHEET C2.0) 11 <br />97 <br />4 <br />PARKING AT <br />FRONT OF <br />BUILDING <br />SANITARY MANHOLE— <br />RIM=5296.22' <br />INV.(BOTTOM OF BOX)=5290.07' <br />LIM <br />DMINISTRATION <br />BUILDING <br />c <br />m <br />w W <br />ADMIN <br />ASPHALT / <br />a <br />N <br />N <br />N <br />II <br />1 <br />4' WIDE CONC PA <br />(REPLACE EXIS ' WIDE <br />CONC PAN) <br />SANITARY SEWER CO <br />CONTINUOUS ROOF PITCH TO <br />THE EAST SIDE OF BUILDING <br />(SEE PAGE 6 OF 7) <br />w-) <br />1" WATER SERVIC <br />3' CLEAR <br />MECH EQUIPMENT PAD <br />RE: STRUCT <br />30.00 <br />WAS <br />STORAGE OPS <br />BFFEUILDIN0G <br />=5297.0' <br />1" YARD HYDRANT <br />CURB CUT FOR <br />DRAINAGE PAN <br />6" WAS DISCHARGE LINE <br />I(SEE SHEET C2.1) J uEN' UE <br />W <br />WAS STORAGE TANK 4.00 GRAVEL PATH <br />NO.2 <br />TOW= 5300.50' <br />BOT=5287.00' <br />1-INCH BACKFLOW PREVENTER <br />AND CITY METER IN BUILDING <br />AT NORTHWEST CORNER <br />GRAVEL <br />HIGH PT FOR DRAINAGE <br />SWALE AT EL 96.90 <br />WAS STORAGE TANK <br />UE <br />CONCRETE WALK <br />NO.1 <br />TOW= 5300.50' <br />BOT=5287.00' <br />UE <br />SCUM <br />WAS <br />SN <br />TOP OF CONCRETE STORAGE <br />TANK W k LL 5300.50' <br />i <br />i <br />i <br />i�GRASS <br />DRAIN AG SWALE <br />(TYP) <br />4.00 GRAVEL PATH <br />SCUM/ <br />WAS <br />/SN <br />W / <br />REUSE <br />SCUM <br />SN <br />OP OF CONC <br />TA WALL 5 <br />WAS <br />SCUM <br />ETE STORAGE <br />00.50' <br />u94_ <br />SN <br />SCUM — <br />WAS <br />GRAVEL <br />4" WAS STORAGE <br />TANK FEED <br />(SEE SHEET C2.1) <br />GRAVEL <br />UE <br />SN <br />LIJ <br />LEGEND <br />WAS— WAS PIPE <br />OF <br />TWAS <br />OVERFLOW PIPE <br />THICKENED WAS PIPE <br />— SURFACE DRAINAGE FLOW PATH <br />LIMITS OF SAWCUT <br />ASPHALT PAVING <br />GRAVEL PATH <br />CONCRETE PAVING <br />10 <br />0 <br />10 <br />20 <br />SCALE IN FEET <br />ORIGINAL SUBMITTAL — JULY 2. 2024 <br />REV 1 — SEPTEMBER 18, 2024 <br />REV 2 — DECEMBER 4 2024 <br />GRADING <br />CHANGE <br />VALUE <br />(CU YD) <br />CUT/FILL <br />FACTOR <br />CUT <br />—695.77 <br />1.00 <br />TOTAL <br />—208.18 <br />GRADING AND DRAINAGE NOTES: <br />1. CONTRACTOR TO FIELD VERIFY ALL EXISTING UNDERGROUND UTILITIES <br />PRIOR TO CONSTRUCTION. REFER TO GENERAL NOTES FOR UTILITY <br />LOCATION AND PROTECTION. <br />2. CONTRACTOR TO POTHOLE EXISTING UTILITIES AT PROPOSED UTILITY <br />CROSSINGS IN ROW PRIOR TO CONSTRUCTION. <br />3. REFER TO HORIZONTAL CONTROL PLAN FOR FURTHER INFORMATION <br />PERTAINING TO CURB 8c GUTTER, CHASES, AND DRAINAGE PANS. <br />4. CONTRACTOR IS RESPONSIBLE FOR RESTORING ALL DISTURBED AREAS <br />TO THEIR ORIGINAL CONDITIONS. <br />5. ALL SPOT ELEVATIONS ARE TO FINISHED GRADE OR FLOWLINE <br />UNLESS OTHERWISE SPECIFIED. <br />6. IF WALL IS SHOWN, TG DENOTES THE FINISHED GRADE ADJACENT TO <br />THE HIGH SIDE OF THE WALL. BG DENOTES THE FINISHED GRADE <br />ADJACENT TO THE LOW SIDE OF THE WALL. REFER TO ARCH <br />PLANS/DETAILS FOR WALL ELEVATIONS BEYOND THE ADJACENT <br />FINISHED GRADES (EXPOSED WALL, CAP/FOOTER, ETC.) <br />CONSULTING ENGINEERS <br />JVA, Inc. 1319 Spruce Street <br />Boulder, CO 80302 303.444.1951 <br />Boulder • Fort Collins • Winter Park <br />Glenwood Springs • Denver <br />DESIGNED BY: <br />0 <br />0 <br />co <br />RJA <br />DRAWN BY. <br />AMF <br />CHECKED BY: <br />JJM <br />JOB #: <br />DATE: <br />DEC 2024 <br />JVA, INC. <br />STORAGE <br />SHEET NO. <br />Cl .1 <br />