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PP <br />TC. 743. <br />EP:743 <br />OT EP: i <br />\ T4 <br />� � \ 5 rT <br />�PP/L �PP �PP/L C <br />TC: i <br />W. <br />(EP <br />- <br />\ <br />�\ <br />\ T >� i <br />- -� - <br />I \ Q/ENO" P:744.85 \ <br />I / <br />I � � <br />� 745 <br />746 <br />TC: <br />/ <br />L- <br />\ �UPP P <br />\ Concrete walk to have <br />-1.57. cross slope. <br />Drain towards street <br />/ curb, typical <br />&S) \\ r-- <br />� J <br />R <br />/`dam <br />W.6� <br />• 744.65 <br />/ / <br />744.20 g5 W. 744.60 <br />744.20 Q•.� ��� / � j / � // <br />C:745.60 <br />y <br />I <br />I <br />12 <br />II <br />I- <br />I <br />I <br />a <br />TC: <br />741.14 <br />I <br />a <br />EP: 40,81 <br />\ <br />TC <br />C:740.96 <br />M H/ <br />TC <br />C: 741.12 <br />/ <br />J <br />TC C.741.05 <br />\ <br />TC:741.33 Replace C.I. <br />EP: 741.00 casting with flat <br />TC:741.25 <br />inlet casting <br />EP: 741.25 <br />and grate <br />k CS <br />W. 741.40 <br />I <br />as <br />X �•��1 <br />II <br />/ <br />I I <br />/ <br />UJI <br />LU <br />Concrete walk to > <br />have 1.57• cross -i II <br />slope. Drain <br />towards \ <br />street curb, <br />typical \ <br />a I <br />\ I <br />W.• 743.01 <br />W: 742.94 <br />\ <br />H <br />I <br />EP:742.641 <br />W.742.86 Raise hand <br />=TC:743.TU hole top to <br />TR:742.60 MH I I finished grade <br />° �W:742.79 � PP W 742.86 <br />EP: 742.82 <br />C: 743.22 II I I <br />TR: 742.7 <br />ETC: 743.37 <br />P: 74 .99742. 92 II I I <br />P: 742.95 / M H <br />P:743.02 <br />/ MH / C <br />M H 0T P <br />/ �P P <br />Replace casting with % II <br />curb inlet casting and II \ <br />grate TC.743.42 <br />Bo EP.743.42 W II <br />I I <br />J --�RMH W I I <br />fl�l <br />PP <br />/ �� II <br />II I I <br />II-P <br />III�� II Iv <br />GRADING PLAN CONSTRUCTION NOTES: <br />1. Contractor shall remove topsoil and stockpile the material onsite at a <br />location approved by the Owner. Place a minimum of 4 inches of topsoil on <br />all disturbed areas outside the building and parking areas. <br />2. A qualified soil testing firm approved by the Owner shall perform <br />compaction testing during construction. <br />J. Prior to commencing paving operations, Contractor shall proof roll exposed <br />subgrade with a geotechnical engineer or qualified representative to witness <br />the work. Excavate unsuitable soil and backfill and compact with suitable <br />material capable of supporting the anticipated loads. <br />4. Place site grading backfill in maximum six inch lifts and compact to 100% <br />Standard Proctor to the top of subgrade or in accordance with the <br />geotechnical report. <br />5. Finished grades at building doorways shall match the building finished floor <br />elevation, unless otherwise noted. <br />6. Contractor is responsible for meeting ADA guidelines at sidewalks and parking <br />areas. <br />7. Paving Contractor is responsible for adjusting all castings located in the <br />pavement to finished grade. <br />8. The proposed contours and spot elevations on this Drawing show grading <br />intent only. Contractor is responsible for confirming that the provided <br />grading plan maintains positive drainage to prevent ponded water or <br />encroachment onto adjacent properties; and shall contact the Engineer if <br />additional grades are needed, if the design does not provide positive drainage, <br />or if any discrepancies/conflicts are found. <br />GRADING LEGEND <br />TR:729.30 <br />Structure <br />Top of Rim Elev. <br />FFE:722.9 <br />Finished <br />Floor Elev. <br />TC:722.42 <br />Top of Curb Elev. <br />EP:721.92 <br />Finished <br />Pavement Elev. <br />P:722.96 <br />Finished <br />Pavement Elev. <br />C:722.96 Concrete Pavement Elev. <br />W:722.96 Finished Sidewalk Elev. <br />X �6 Existing Elev. <br />-723- Existing Contour <br />722 Proposed Contour <br />Direction of Drainage Flow & Slope <br />SCALE: 1' - 20' <br />0 10 20 40 <br />O c <br />N Q O <br />W <br />cooao <br />co <br />(D6°a <br />V <br />� <br />moo } T <br />O O a <br />3 <br />�O <br />0 O O <br />>2ii <br />O <br />m <br />20 <br />cIq o <br />S7 <br />Q <br />°Zo�� <br />-co: <br />. <br />�mce) o <br />Lq <br />N N >_ <br />1. <br />^ v <br />0 O <br />O U')0 <br />('7 t 1 I -IL <br />U <br />w <br />O <br />ly <br />=LU � Z Q <br />W Z <br />I= < <br />W <br />N � <br />= Q <br />V_ CL Z <br />W <br />r <br />N <br />0 <br />H <br />Q <br />CL <br />u <br />DRAWN BY: <br />PHW <br />DESIGNED BY: <br />SDR <br />PM REVIEW: <br />SDR <br />QA/QC REVIEW: <br />A <br />DATE: <br />03/13/2024 <br />SEAL: <br />'�Xr1tu1111111 1I/vT. <br />Q1 4 S QO <br />.. No. 60016991 <br />-0 166 STATE OF : ZDI <br />s <br />���'�1iI''►err pit � .+�`��� <br />SIGNATURE: ✓'• I�F-'� <br />DATE: <br />0311312024 <br />SCALE: <br />HORZ: 1" = 20' <br />VERT: N/A <br />ACI JOB # <br />23-0119 <br />SHEET NO. <br />C3.0 <br />