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HomeMy WebLinkAboutC-301 GRADING & DRAINAGE PLANx A\ x F. ELEV. 834.00 44 86 L. I" al I It ' � It I Img 11 110 x 83 .50 83 .00 �i 0- a a O F.F. ELEV. 830.67 x x 830.67 O 833.87 39 L.F. OF 6" PVC ROOF DRAIN I � I.S. .53 I .03 INV. 831.17 0 - - 833.60 ZL ❑ FT-1 x 833.20 i � 834.00 833.90 831.35 TAPER TO 6" R VEAL ti" 834.00 831.35 832 88 833.00 833.00J F IJ- 83 831.9 83,1yo ❑ 00 _ 830.67 118 3, -J 832.830.17 --- a 3 90 9 � I 32.78 4 L.F. 83.40 83 .30 32.881 831.95 83 .75 83 .90 4 I833•61FLUSH C RB 831.45 83 .85 83 .40 183'I 833.66 832.90 83 .80 '� 831.3 33.61 33.16 832.40 .30 32.03 830.8 F18831.53 31.41 41 833.84 a 33. �i �I I O �I 833.34 14 L.F. OF I 8 L.F. 017 8" PVC @ 1. 4%MIN.SLJ,PE 30.91 TR NC H DRAIN 832. 32.03 831.48 ��-`I --- ---^� ---- - 8 2.4 31.53 830.98 1 833.Y S 1 833. �b l 8 3.70 4' 8 2.90 �, 31.75 �� 8 1.04 8 3.20 8 2.40 31.25 w 8 0.54 ( ae' 33.75 5 L.F. F 8" tc @ .04% 111N. SL PE 22 L.F. OF 6" PVC ROOF DRAIN 833.00 831.85 O 5 D.S. $ - 831.54 _ 830.67 ❑ 31.00 830.17 833.75 833.80 830.70 F I �� F.F. ELEV. 833.80 o, o Ib I 83 F � I x 1 x h o o� o. o�' °o Inlet 834.001 D.S. o' Rim=8 3.1 WINDSOR� Inv=$ 3 8 3.50 ' 8,34.10 F.F. ELEV. 834.10 Boa 0 005 Xi F.F. ELEV. 834.00�11 ,,,,`\ME I. e__20 BUILDINGCONNECT TO I L.F. OF 6" PVC ROOF DRAIN FUTURE EXIST. INLET 35 L.F. OF 10" PVCJC;AN-OU o� 1 I I ROOF RAIN @ 2.00% SLOPE 1. 830.8 - - - - - x - - - - - - - - - - - I 834.12 83 .I62 55 L.F. OF 6" PVC ROOF DRAIN �C All- ; F.F. ELEV. 834.30 , F.F. $ .F. ELEV. Co 1 x 834.23 I 834.30 1�• S. 834.30 834.30 83.0911 �o 1 1Iet RI =832.01 x 833.59 83.13 1' 834.20 834.30 834. 834.30 834:30 I=826.93 83 .6 Center of pipe el v: ti x .I 6. L� L N rth=827.93(24" P �o� W st=828.18(30"R I I ) ��,�, x 53 7 m m / 1 34, M.E. Curb Inlet M.. Alff�l x07 Rim=833 42 6009 I 8 3.49 41 S /61N VC 0A"°jx 5 ko �� \b Cur In r x x Rim=833. Ri = .59 Inv=829. I v(E _ .95 ITV( =E2 7.53 Inv=828.21 0` In=828.42 N GRADING & DRAINAGE PLAN SCALE: 1" = 20' 0 e 0 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. LEGEND 834.69 INDICATES TOP/BOTTOM CURB ELEVATION 835.54 PROPOSED SPOT ELEVATION �- 821 _� PROPOSED GROUND CONTOUR EXISTING GROUND CONTOUR _ _ _ _ _ _ _ = EXISTING STORM SEWER ® EXISTING STORM INLET O EXISTING STORM MANHOLE C.O. PROPOSED CLEAN -OUT - - - - - - - - - - - - - PROPOSED STORM ROOF DRAIN PIPE 832.91 100-YEAR FLOOD ROUTING ELEVATION AREA INUNDATED BY 100-YEAR FLOOD WITH FULLY CLOGGED PIPES ,D.S. PROPOSED DOWNSPOUT CONNECTION VERTICAL DATUM: ACE TBM #31 ELEV. 837.68 (1929 NVD) A CHISELED "X" SET IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE OF AN ELECTRIC TRANSFORMER PAD, 15 FEET± NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK POLICE STATION, 200 FEET± WEST OF RANGE LINE ROAD, 5 FEET± EAST OF A FIRE HYDRANT. ACE TBM ELEV. 833.06 (1929 NVD) A CUT "X" IN THE NORTH BONNET BOLT OF FIRE HYDRANT ON THE WEST SIDE OF THIRD AVENUE SW AT SOUTHEAST CORNER OF VETERAN'S PARK. CSC TBM #31-1 ELEV. 835.87 (1929 NVD) CUT SQUARE ON THE NORTH SIDE OF A CONCRETE LIGHT POST BASE IN THE SECOND CURBED ISLAND SOUTHERLY OF THE NORTHWESTERN END OF THE FIRE/POLICE HEADQUARTERS PARKING LOT. CSC TBM #5 ELEV. 832.97 (1929 NVD) A CUT SQUARE ON THE NORTH SIDE OF A CONCRETE LIGHT POLE BASE LOCATED NEAR THE NORTHWEST CORNER OF THE POLICE STATION OVERFLOW PARKING LOT, ALSO ±130 FEET EAST OF THE MONON TRAIL, ALSO ±30 SOUTH OF THE CENTERLINE OF MONON GREEN BLVD. CSC TBM #1 ELEV. 835.86 (1929 NVD) A CUT "X" IN THE NORTH NORTHEAST BONNET BOLT OF FIRE HYDRANT LOCATED ON THE WEST SIDE OF THE MONON TRIAL, ALSO LOCATED AT THE NORTHWEST CORNER OF THE CIVIC THEATRE BUILDING. CIRCLE DESIGN GROUP 9229 DELEGATES RON. SUITE ISO. INDIANAPOLS, IN 46240. (317) 781-6200 HEATING YENTIIATION, AIR CONDITIONING, PLUMBING, FIRE PROTECTION, 11I1, LIGHTING AND ELECTRICAL DE11G1 CONSULTANTS Engineer: \ \\\A\\AA11111H11111///U oQJ ' �\ST fR�;•F�9 910023 � ;• STATE OF • J , Y KEY PLAN CARMEL CITY CENTER SCALE:NTS PLAN NORTH Developer: P E D C O R DEVELOPMENT CO. Project: COPYRIGHT & OWNERSHIP OF DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND 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 ANYWAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2015 JAMES R. STUTZMAN, AIA, Carmel, Indiana. FOUNDATION AND UTILITIES RELEASE Set Issue Date Sheet Issue Date 12/04/19 Drawn By Checked By JNL DBH Last Revision Date: ® 06/24/20 ASI #1 1106/25/21 ADD DOWNSPOUT CONNECTIONS AND ROOF DRAIN PIPING ®10/27/21 REVISIONS FOR CITY ADLS COMMENTS Sheet Title: GRADING &DRAINAGE PLAN Sheet Number: (;-301 Call before you dig.