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HomeMy WebLinkAboutC301 GRADING & DRAINAGE PLANti STR. ST-1ti\ T.C. 837.4' \ 830.34 8" (E 30.24 12" (S " RCP @ 0.40% STR. S,T�� T.C. /83A1 00.14�°i12" (N)- 833.�O 8" I (E) 30.g4 12" I(S) a W \ 10 W -11 W ye° Q 0. STR. ST-3 T.C. 838.06 .59 12" (N) .49 12" (S) 12" RCP @ 0 r yh ?" RCP @ 0.63' STR. ST-4 F.C. 838.58 05 12" (S) 04 12" (N)� 94 12" (E) " RCP @ 0.9 STR. ST-,� T.C. 838.117� 34.25 12" (S) 34.15 12" (N) 2" RCP @ 0.6 yST-8 338.15-----' ?" (N) c STR. ST- T.C. 838.0 827.24 24" (N)- 828.14 12" (S) x 827.14 24" (E INV INV 9 X1 �I 43, F71T N GRADING & DRAINAGE PLAN SCALE: 1" = 20' A LN-S ®E® 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. ALL STORM SEWER SHALL BE PRIVATE NO EARTH DISTURBING ACTIVITIES MAY COMMENCE WITHOUT AN APPROVED STORMWATER MANAGEMENT PERMIT NOTE: CONTRACTOR TO VERIFY EXISTING CONDITIONS AND CURRENT STATE OF SITE GRADING AT TIME OF BIDDING. I Cn'CAIr1 835.19 834.69 INDICATES TOP/BOTTOM CURB ELEVATION 835.54 PROPOSED SPOT ELEVATION --- 821 _� PROPOSED GROUND CONTOUR EXISTING GROUND CONTOUR - - - - - - - - EXISTING STORM SEWER PROPOSED STORM INLET OPROPOSED STORM MANHOLE 0C.0. PROPOSED CLEAN -OUT oD.S. DOWNSPOUT CONNECTION - - - - - - - - - - - - - PROPOSED STORM DRAIN PIPE PROPOSED STORM SEWER < EMERGENCY FLOOD ROUTING DIRECTION - C L CONSTRUCTION LIMITS M.F.P.G. MINIMUM FLOOD PROTECTION GRADE MINIMUM FLOOD PROTECTION GRADE SHALL BE NO LESS THAN 1 FEET ABOVE ANY ADJACENT 100 YR. LOCAL OR REGIONAL FLOOD ELEVATION, WHICHEVER IS GREATER, FOR ALL WINDOWS, DOORS, WINDOW WELLS, AND ANY OTHER STRUCTURAL MEMBER WHERE FLOODWATERS CAN ENTER THE BUILDING. M.LAG. MINIMUM LOWEST ADJACENT GRADE THE LOWEST ADJACENT GRADE IS THE ELEVATION OF THE LOWEST GRADE ADJACENT TO A STRUCTURE, WHERE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS BASEMENT WALKOUT, PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELLS). NOTE: MINIMUM FLOOD PROTECTION GRADE SHALL BE THE LOWEST ADJACENT GRADE. THE LOWEST ADJACENT GRADE IS THE LOWEST GRADE ADJACENT TO THE BUILDING WHERE THE SOIL MEETS THE FOUNDATION AROUND THE OUTSIDE OF THE STRUCTURE (INCLUDING STRUCTURAL MEMBERS SUCH AS PATIOS, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL) HORIZONTAL DATUM: The Horizontal Datum of this Topographic Survey is based upon GPS observations on the pertinent section corner monumentation and is based on the Indiana State Plane Coordinate East Zone, NAD 83. VERTICAL DATUM: HCBR 194 ELEVATION 811.76 (NAVD 88) A HAMILTON COUNTY GEODETIC CONTROL DISK ON THE NORTHWEST CORNER OF THE RANGE LINE ROAD BRIDGE DECK OVER LITTLE COOL CREEK. CSC TBM #1 ELEVATION 834.59 (NAVD 88) A CUT "X" ON THE NORTHEAST CORNER OF THE EASTERN MOST WATER TOWER CONCRETE LEG BASE. CSC TBM #5 ELEVATION 840.45 A CUT "X" ON THE EAST/NORTHEAST MOST BOLT OF A FIRE HYDRANT LOCATED ON THE WEST SIDE OF 3RD STREET SW, ALSO ±53 FEET SOUTH OF THE CENTERLINE OF INDUSTRIAL BLVD. CSC TBM #6 ELEVATION 839.62 A GUTTER NAIL WITH CSC WASHER SET IN THE EAST SIDE OF A POWER POLE #184-611 LOCATED ON THE EAST SIDE OF 3RD STREET SW, ALSO ±650 FEET SOUTH OF THE CENTERLINE OF INDUSTRIAL BLVD. FLOODPLAIN NOTE: No one hundred (100) year floodplains, floodway fringes, and floodways, established or identified in accordance with the City of Carmel Flood Hazard Area Ordinance exist on the site. DRAINAGE SUMMARY SITE ACREAGE: 2.22 AC. ACREAGE DRAINING TO OUTLET: 2.07 AC. OFF-SITE/UPSTREAM ACREAGE: 0 10-YEAR ALLOWABLE RELEASE RATE: 0.21 CFS 100-YEAR ALLOWABLE RELEASE RATE: 0.62 CFS POST -DEVELOPED 10-YEAR RELEASE RATE: 0.20 CFS POST -DEVELOPED 100-YEAR RELEASE RATE: 0.57 CFS VOLUME OF DETENTION REQUIRED: 28,856 CF (0.66 AC. FT.) VOLUME OF DETENTION PROVIDED: 32,021 CF (0.74 AC. FT.) � J - I\I IV VV V V I I U I J LI UIU VV. Call before you dig. CARME I LATER PEDCOR DESIGN GROUP LLC Architecture / Project Management: 355 City Center Drive Carmel, Indiana 46032 317.705.7979 (phone) 317.705.7980 (fax) Engineer: 0\\ J: �\ST;0. 910023 ;• STATE OF •:� /' o�,Fis' • 7ND I ANP By: 0 I* Developer: P E D C O R ? P ��e'ov&x 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 ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPYRIGHT 2022 JAMES R. STUTZMAN, AIA, Carmel, Indiana. CONSTRUCTION DOCUMENTS Set Issue Date I Sheet Issue Date 01/30/2023 07/12/2023 Drawn By Checked By DBH I RDM Last Revision Date: 03/30/23 - CARMEL REVIEW 05/04/23 - CARMEL REVIEW 07/12/23 - MUSEUM REVISIONS Project Number: 21071.001 Sheet Title: GRADING & DRAINAGE PLAN Sheet Number: C301