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Grading & Drainage Plan
CIRCLE DESIGN GROUP INDIANAPOLIS, IN 1 311.181.6200 CIRCLEDESIG N GROU P.COM IN" INIF- DRAIN HINGED GRATE COVER FOR EASY ACCESS TYPICAL 90' BEND PEDESTRIAN (H-10) RATED 0 o MATERIAL: CAST IRON 0 0 0 C======= QUALITY: MATERIAL SHALL CONFORM o TO ASTM A48 - CLASS 30B 0 o PAINT: CASTINGS ARE FURNISHED o WITH A BLACK PAINT o DRAIN AREA = 51.0 SQ. INCH 12" CAST IRON GRATE CAST IRON H-10 RATED GRATE ADAPTORS AVAILABLE 4" THRU 12" VARIOUS TYPE OF OUTLETS - I WITH WATERTIGHT ADAPTORS FOR: SDR-35 SEWER CORRUGATED POLYETHYLENE SCHEDULE 40 DWV CORRUGATED PVC RIBBED PVC 12" INLINE GRATE NYLOPLAST DRAIN DETAIL NTS I I . . . I RE-CONNECT\ROOF DliAIN PIPING I. I II. . 833".85 I I j s NEW NYLOPLAST DRAIN INLET .I W/ 12" CAST IRON GRATE I I (SEE DETAIL 1/C301) 41 . . ...... . II M.� . .0 M: 8 IIm 5 0I CC IIiI� Im . . . . . . 833. .. 883`33�3.5 EXISTING NYLOPLAST DRAIN REPLACE W/ 12" CAST IRON GRATE m51II (SEE DETAIL 1/C301) I 1833. I 1II 833.60 mm0 833.508 II ImI /I 83.5 ImI . IIIIim EXISTING NYLOPLAST DRAINIT 7 REPLACE W/ 12" CAST IRON GRATE � I� (SEE DETAIL 1/C301)i i II � m I l T . 833.5 II 1 / 0. . . I II I I . . E' . y . I.. EV I ~ . Lt 0 0 833.95 834.00 833.84 F1 F1 77 0 i i N GRADING & DRAINAGE PLAN SCALE: 1" = 10' i i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ---/r - - r GRADING GENERAL NOTES 1. PROVIDE POSITIVE DRAINAGE IN ALL AREAS. PAVING CONTRACTOR SHALL TEST FOR ANY PONDING CONDITIONS AFTER INSTALLATION AND CORRECT. 2. PROVIDE SMOOTH TRANSITION FROM NEW AREAS TO EXISTING FEATURES AS NECESSARY. 3. ALL AREAS WHERE PROPOSED ASPHALT PAVEMENT MEETS THE EXISTING PAVEMENT THE EXISTING PAVEMENT EDGE SHALL BE PROPERLY SEALED WITH A TACK COAT MATERIAL. 4. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHILE EXCAVATING AROUND EXISTING TREES SO NOT TO DISTURB AND TO MINIMIZE OR ELIMINATE DAMAGE TO ROOT SYSTEM. 5. THE EXCAVATING CONTRACTOR MUST TAKE PARTICULAR CARE WHEN EXCAVATING IN AND AROUND EXISTING UTILITY LINES AND EQUIPMENT. VERIFY COVER REQUIREMENTS BY UTILITY CONTRACTORS AND/OR UTILITY COMPANIES SO NOT TO CAUSE DAMAGE. 6. THE EXCAVATING CONTRACTOR OR LANDSCAPING CONTRACTOR SHALL INSTALL THE FINISH GRADE AT 1/2" BELOW PAVEMENTS WHEN SHEET DRAINAGE IS PROPOSED ACROSS THAT SEEDED AREA. 7. ALL AREAS WHERE THE EXISTING PAVEMENT OR PAVEMENTS ARE DAMAGED DURING CONSTRUCTION FROM TRAFFIC BY THE GENERAL CONTRACTOR, SUBCONTRACTORS OR SUPPLIERS, SHALL BE RESURFACED OR RECONSTRUCTED AT LEAST TO THEIR ORIGINAL CONDITION AFTER THE CONSTRUCTION WORK IS COMPLETED. GRADING LEGEND 718.69 718.19 INDICATES TOP/BOTTOM CURB ELEVATION 718.64 PROPOSED SPOT ELEVATION M.E. INDICATES MATCH EXISTING GRADE �— -21 _� PROPOSED GROUND CONTOUR EXISTING SPOT ELEVATION EXISTING GROUND CONTOUR DRAINAGE LEGEND 12"RCP EXISTING STORM SEWER -- - - - - - - - - - - - -- EXISTING PVC ROOF DRAIN C.O. EXISTING CLEAN -OUT ® NYLOPLAST DRAIN INLET Infli, Hai 11 Engineer: \\0\\\ II I IIIIIIIII/,,,, 910023 v-�-%� N94 Ll KEY PLAN CARMEL CITY CENTER SCALE:NTS PLAN NORTH Developer: P E D G 0 R DEVELOPMENT CO. Project: O p N co O C L Q CIO U CIO U COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECTAND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2021 JAMES R. STUTZMAN, AIA, CARMEL, INDIANA. Construction Documents Set Issue Date Sheet Issue Date 7/30/21 Drawn By Checked By DBH RDM Last Revision Date: Project Number: Sheet Title: GRADING & DRAINAGE PLAN Sheet Number: