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H.P. <br />102.72' <br />PR <br />O <br />P <br />E <br />R <br />T <br />Y <br /> <br />L <br />I <br />N <br />E <br /> <br />6 <br />0 <br />. <br />0 <br />' <br />(E <br />) <br /> <br />L <br />A <br />N <br />D <br />S <br />C <br />A <br />P <br />E <br />(E <br />) <br /> <br />D <br />R <br />I <br />V <br />E <br />W <br />A <br />Y <br />(E <br />) <br /> <br />C <br />U <br />R <br />B <br />(E <br />) <br /> <br />6 <br />' <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br /> <br />C <br />. <br />M <br />. <br />U <br />. <br /> <br />F <br />E <br />N <br />C <br />E <br />(E <br />) <br />G <br />A <br />T <br />E <br />(E)POOL <br />25 <br />1 <br />7 <br /> <br />W <br />. <br /> <br />H <br />u <br />c <br />k <br />l <br />e <br />b <br />e <br />r <br />r <br />y <br /> <br />R <br />d <br />. <br /> <br />(E <br />) <br />P <br />O <br />R <br />C <br />H <br />(E) 6' HEIGHT CMU FENCE <br />PROPERTY LINE 135.98' <br />(N) CONCRETE PAD <br />(E <br />) <br /> <br />L <br />A <br />N <br />D <br />S <br />C <br />A <br />P <br />E <br />(E <br />) <br /> <br />L <br />A <br />N <br />D <br />S <br />C <br />A <br />P <br />E <br />(E <br />) <br /> <br />L <br />A <br />N <br />D <br />S <br />C <br />A <br />P <br />E <br />(E) LANDSCAPE <br />PROPERTY LINE 135.98' <br />(E <br />) <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />P <br />A <br />D <br />(E <br />) <br />G <br />A <br />T <br />E <br />(E <br />) <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />P <br />A <br />D <br />F.F <br />102.50' <br />A-A <br />C3.0 <br />F.F <br />103.5' <br />2% <br />(E) 2% <br />(E) 2% <br />(E) 2% <br />(E) 2% <br />5% <br />(E <br />) <br /> <br />2 <br />% <br />(E <br />) <br /> <br />2 <br />% <br />(E <br />) <br /> <br />2 <br />% <br />(E) 5% <br />5% <br />5% <br />5% <br />H.P. <br />102.72' <br />2% <br />(E) 2% <br />(E) 2% <br />(E) 2%(E) 2% <br />(E) 2% <br />10 <br />2 <br />. <br />5 <br />' <br />102.5' <br />B-B <br />C3.0 <br />DRAINAGE LEGEND <br />SYMBOL DESCRIPTION <br />12"x12" CATCH BASIN (ROUND) N.D.S. <br />DOWNSPOUT <br />4" DIA SDR 35 DRAINLINE <br />DIRECTION OF FLOW AT ROOF <br />DIRECTION OF FLOW IN PIPE - MIN 1% <br />FINISHED FLOOR <br />FINISHED SURFACE <br />FINISHED GRADE <br />FF <br />FS <br />FG <br />INVERT ELEVATIONINV <br />1.ALL GRADING SLOPES SHALL BE PLANTED AND SPRINKLERED. <br />2.NO FILL TO BE PLACED, UNTIL THE CITY GRADING INSPECTOR <br />HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION. <br />3.MAN MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE <br />COMPACTION OF 90% MAX. DRY DENSITY WITHIN 40 FT BELOW <br />FINISH GRADE AND 93% OF MAX. DRY DENSITY DEEPER THAN 40 <br />FEET BELOW GRADE UNLESS JUSTIFIED BY SOILS ENGINEER. <br />4.REGISTERED DEPUTY GRADING INSPECTOR IS REQUIRED ON <br />GRADING AND FOUNDATION EARTHWORK WHERE SITE EXCEEDS <br />60,000 SF, CUT OR FILL SLOPE EXCEED 2:1, CUTS EXCEED 40 FT <br />IN HEIGHT AND WITHIN 20 FT OF PROPERTY LINE, FOUNDATION <br />EXCAVATION BELOW A 1:1 PLANE FROM PROPERTY LINE, <br />PROJECTS INVOLVING UNUSUAL HAZARDS, OR SHORING WORK <br />INCLUDING SLOT-CUTS. <br />5.WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHING, <br />THAT REST ON EXTERIOR FOUNDATION WALLS AND ARE LESS <br />THAN 8 INCHES FROM EXPOSED EARTH SHALL BE OF NATURALLY <br />DURABLE OR PRESERVATIVE-TREATED WOOD. <br />1 <br />2 <br />CONSTRUCTION NOTES <br />PLACE 4" SCHEDULE 40 PVC PIPE (1.0% MINIMUM SLOPE) <br />4"Ø ADS DOWNSPOUT <br />3 12"x12" N.D.S. CATCH BASIN <br />GRADING PLAN NOTES <br />2% <br />HIGH POINTHP <br />(E) 6' HEIGHT WOOD FENCE <br />(E <br />) <br /> <br />C <br />O <br />N <br />C <br />R <br />E <br />T <br />E <br /> <br />P <br />A <br />D <br />INV ELEV <br /> 102.07' <br />1 <br />INV ELEV <br /> 101.98' <br />INV ELEV <br /> 102.17' <br />2 3 <br />INV ELEV <br /> 100.85' <br />INV ELEV <br /> 102.25' <br />INV ELEV <br /> 102.18' <br />LANDSCAPE <br />CONCRETE HARDSCAPE <br />(E) STRUCTURE <br />HUCKLEBERRY RD <br />℄ <br />(E) POOL <br />TRIB AREA <br />A <br />4 <br />4 UNDER SIDEWALK CURB DRAIN <br />ADS DOWNSPOUT ADAPTER <br />4"Ø ADS NON-PERFORATED TUBING <br />STRUCTURE <br />4"Ø DOWNSPOUT <br />FLEX GRATE <br />DOWNSPOUT FILTER <br />NOTES: <br />1. GRATE TO BE ATTACHED TO CATCH BASIN WITH SCREW PROVIDED AT TIME OF INSTALLATION. <br />2. RISER CAN BE CUT TO ACHIEVE EXACT ELEVATION. <br />3. DO NOT USE OVER 5 RISERS WITH CATCH BASIN. <br />4. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. <br />SECTION <br />(N.T.S.) <br />2% MIN SLOPE <br />DRILL 1/8" WEEP HOLE <br />TYPICAL OF 4 PLACES <br />AT BTM CORNERS. <br />3 <br />4" GRAVEL BASE 4" <br />TO 6" DEEP BELOW <br />BASIN. TO PREVENT <br />STANDING WATER. <br />COMPACTED SOIL <br />NDS SQUARE <br />TAPERED <br />POLYPROPYLENE <br />CATCH BASIN W/ U.V. <br />INHIBITORS. <br />NDS SQUARE <br />POLYOLEFIN GRATE W/ <br />U.V. INHIBITORS. <br />SQUARE CATCH BASIN - TYPICAL <br />INSTALLATION FOR LANDSCAPE APPLICATIONS <br />SQUARE CATCH BASIN <br />2% MIN SLOPE <br />4"Ø PERFORATED <br />PIPE <br />2" SAND BED <br />6" CONCRETE CURB <br />TYPICAL INSTALLATION <br />DOWNSPOUT INSTALLATION <br />4 <br />TYPICAL INSTALLATION <br />UNDER-SIDEWALK CURB DRAIN <br />GRADING PLAN <br />SCALE: 1/8"= 1'-0" <br />INSTALLATION DETAILS <br />SCALE: N.T.S. <br />32 <br />BENCHMARK: <br />ASSUMED ELEVATION 102.72' <br />AT THE REAR CORNERS OF THE LOT <br />R E V I S I O N <br />BYMARKDATE <br />SHEET OF 3 <br />TITLE <br />CHECK AND VERIFY ALL <br />DIMENSIONS BEFORE <br />PROCEEDING WITH THE <br />WORK. REPORT <br />DISCREPANCIES TO THE <br />ENGINEER. ALL <br />CONSTRUCTION SHALL <br />CONFORM TO THE C.B.C. <br />JOB #:DRAWN: <br />DATE:CHECKED: <br />24-42 OM <br />FMMar. 11, 25 <br />P. <br />O <br />. <br /> <br />B <br />O <br />X <br /> <br />2 <br />1 <br />1 <br />1 <br />0 <br />LO <br />N <br />G <br /> <br />B <br />E <br />A <br />C <br />H <br />, <br /> <br />C <br />A <br /> <br />9 <br />0 <br />8 <br />0 <br />1 <br />EL <br />E <br />V <br />A <br />T <br />E <br />D <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />& <br />C <br />O <br />N <br />S <br />U <br />L <br />T <br />I <br />N <br />G <br />PC-1 12/23/24 OM <br />PC-2 3/11/25 CD <br />Copyright 2024. All rights reserved. The use of these plans, calculations and specifications shall be restricted to the original site for which they were prepared, and publication thereof is expressly limited to such use. Reproduction, publication or reuse by any method, in whole or part, is prohibited without the permission and consent of Elevated Design & Consulting. Title to the Plans, calculations and specifications shall constitute prima facie evidence of the acceptance of these restrictions. In the event of unauthorized reuse of the plans by a third <br />party, the third party shall hold Elevated Design & Consulting. Note: Plans are not valid for construction unless approved by the corresponding municipal governing body. <br />DE <br /> <br />S <br />A <br />N <br />T <br />I <br />A <br />G <br />O <br /> <br />R <br />E <br />S <br />I <br />D <br />E <br />N <br />C <br />E <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />D <br />U <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br />25 <br />1 <br />7 <br /> <br />W <br /> <br />H <br />U <br />C <br />K <br />L <br />E <br />B <br />E <br />R <br />R <br />Y <br /> <br />R <br />D <br /> <br />& <br />25 <br />1 <br />7 <br /> <br />W <br /> <br />H <br />U <br />C <br />K <br />L <br />E <br />B <br />E <br />R <br />R <br />Y <br /> <br />R <br />D <br /> <br /># <br />2 <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />6 <br />DIGITALLY STAMPED & SIGNED <br />ON 3/11/25 <br />GRADING & <br />DRAINAGE <br />PLAN <br />C2.0 <br />2 <br />FO <br />R <br /> <br />R <br />E <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br /> <br />O <br />N <br />L <br />Y <br />FO <br />R <br /> <br />R <br />E <br />F <br />E <br />R <br />E <br />N <br />C <br />E <br /> <br />O <br />N <br />L <br />Y <br />FOR REFERENCE ONLY <br />FOR REFERENCE ONLY <br />PC-2 <br />PC-2 <br />PC-2 <br />PC-2