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Boulder County, CO <br />04076151 Pam 3 of 7 <br />of <br />r <br />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 />LAB AND BLOWER BUILDING <br />I a _ 40F -->— 4— <br />II <br />L <br />ASPHALT PATCH <br />LIM <br />ADMIN <br />V, <br />EXIST EDGE OF ASPHALT <br />CONNECT TO EXIST 8" <br />WATER MAIN W/ 1-INCH <br />CURB STOP <br />ASPHALT PAVING <br />LIMITS OF <br />SAWCUT (TYP) <br />1 <br />1 <br />4" SANITARY SEWER <br />CONNECTION <br />(SEE SHEET C2.0) I <br />1 <br />WIDE <br />97 <br />CONTINUOUS ROOF PITCH TO <br />THE EAST SIDE OF BUILDING <br />(SEE PAGE 6 OF 7) <br />} <br />1 <br />} <br />WAS STORAGE TANK 4.00 GRAVEL PATH <br />1" WATER SERVIC <br />4T; W <br />3' CLEAR <br />ECH EQUIPMENT PAD <br />_ RE: STRUCT <br />30.00 <br />6" WAS DISCHARGE LINE <br />(SEE SHEET C2.1) <br />NO.2 <br />TOW= 5300.50' <br />BOT= 5287.00' <br />1-INCH BACKFLOW PREVENTER I <br />AND CITY METER IN BUILDING <br />AT NORTHWEST CORNER <br />HIGH PT FOR DRAINAGE <br />SWALE AT EL 96.90 <br />WAS STORAGE TANK <br />NO.1 <br />TOW= 5300.50' <br />BOT=5287.00' <br />TOP OF CONCRETE STORAGE <br />TANK W LL 5300.50' <br />94 <br />REUSE <br />4 <br />GRAVEL <br />4" WAS STORAGE <br />TANK FEED <br />(SEE SHEET C2.1) <br />GRAVEL <br />2.3z, <br />LEGEND <br />WAS— WAS PIPE <br />OF <br />TWAS— <br />�— 4.— 4.- <br />4 <br />10 <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 />0 <br />4+I <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 />FILL <br />487.59 <br />1.20 <br />CUT <br />-695.77 <br />1.00 <br />TOTAL <br />-208.18 <br />CONSULTING ENGINEERS <br />JVA, Inc. 1319 Spruce Street <br />Boulder, CO 80302 303.444.1951 <br />www.jvajva.com <br />Boulder • Fort Coffins • Winter Park <br />Glenwood Spnngs • Denver <br />REVISION DESCRIPTION <br />DESD I D'WN <br />0 <br />z <br />DESIGNED BY: RJA <br />DRAWN BY: <br />AMF <br />CHECKED BY: <br />JJM <br />JOB #: <br />1069.4e <br />DATE: <br />DEC 2024 <br />c0 JVA, INC. <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 & 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 />Co) <br />H <br />z <br />w <br />a>Q <br />W U <br />J <br />z J <br />co Q J <br />z> <br />OQ <br />J <br />Cn 0 <br />J <br />0 <br />Co <br />Z <br />a <br />CO <br />w <br />c9 <br />0 <br />co <br />co <br />SHEET NO. <br />clul <br />