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Home My WebLink AboutC530 - Site Utility Plan - SU1.3UP 7 8 9 6 5 6 7 1 3 2 7 7 6 4 6 8 10 9 9 8 ST-901 ST-902 ST-903 8 9 9 10 8 8 9 10 TD - V 3 TD - V 4 TD - V 1 TD - V 2 TD - V 4 TD - V 5 11 11 11 STORM STRUCTURE TABLE STR. NO. TD1 W1 102 103 200 201 202 203-EX 300 301-EX 400 401-EX STRUCTURE K1-906 Aqua-Swirl XC-12 Type "C" Manhole Type "C" Manhole Inlet Type "A" Inlet Type "A" Inlet Type "A" Existing Inlet Type "A" Existing Type "C" Manhole Existing CASTING TYPE TYPE 465D Per. Man. R-1772 R-1772 R-3405 R-3405 R-3405 Existing R-3405 R-3405 R-3286-8V Existing RIM 806.04 808.85 809.68 808.99 806.26 805.75 806.01 805.36 806.21 805.76 813.30 813.46 INCOMING PIPE DATA (DIRECTION) [FROM STR] 36" HDPE Pipe 802.27 (N) [] 12" PVC Pipe 803.41 (E) [CO-2.] 12" RCP 802.73 (N) [102] 6" HDPE Pipe 801.67 (W) [] 8" HDPE Pipe 801.67 (N) [] 12" HDPE Pipe 801.41 (W) [200] 12" RCP 800.91 (W) [201] 12" RCP 800.39 (N) [202] 6" HDPE Pipe 800.39 (W) [] 6" PVC Pipe 803.14 (N) [TD1] 8" HDPE Pipe 803.14 (W) [] 12" HDPE Pipe 802.86 (W) [300] 12" RCP 808.44 (W) [400] OUTGOING PIPE DATA (DIRECTION) [TO STR] 6" PVC Pipe 803.20 (S) [300] 36" HDPE Pipe 802.27 (S) [] 12" RCP 803.31 (S) [103] 15" RCP 802.63 (W) [104-EX] 12" HDPE Pipe 801.57 (E) [201] 12" RCP 801.31 (E) [202] 12" RCP 800.81 (S) [203-EX] 18" RCP 800.29 (E) [] 12" HDPE Pipe 803.04 (E) [301-EX] 12" PVC Pipe 802.76 (E) [] 12" RCP 808.58 (E) [401-EX] 12" RCP 808.33 (S) [] OUTGOING PIPE L.F. 11' 8' 115' 48' 33' 53' 56' 3' 37' 2' 28' 3' OUTGOING PIPE SIZE 6" 36" 12" 15" 12" 12" 12" 18" 12" 12" 12" 12" OUTGOING GRADE 0.49% 0.16% 0.50% 0.55% 0.50% 0.75% 0.75% 0.00% 0.50% 0.00% 0.50% 0.00% CONNECT TO STR. 300 103 104-EX 201 202 203-EX 301-EX 401-EX REMARKS - - - - - - - - - - - 100% CONSTRUCTION DOCUMENTS COPYRIGHT 2024 BY FANNING/HOWEY ASSOCIATES, INC. WWW.FHAI.COM ARCHITECT CONSULTANT KEY PLAN BUILDING "A" BUILDING "B" A B SOUTH SUPPORT BUILDING GREYHOUND ACTIVITIES CENTER 5201 E Main Street, Carmel, IN 46033 317-844-9961 PROJECT NUMBER: 222154.00 PROJECT ISSUE DATE: 7.26.2024 DRAWN BY: ARS 317.848.0966 350 E NEW YORK ST. SUITE 300, INDIANAPOLIS IN 46204 PROJECT MANAGER: PMR 222154.00 CARMEL HIGH SCHOOL STADIUM GRANDSTAND RENOVATION PROJECT CARMEL CLAY SCHOOLS 2390 E. SMOKY ROW (HOME SIDE) 2450 E. SMOKY ROW (VISITOR SIDE) CARMEL, IN 46032 PLAN NORTH REV. NO.DESCRIPTION DATE 19700317 No. CITY SUBMITTAL 08-14-20241 20 6002040 INLETS, VALVES, AND MARKS MADE UPON THE GROUND BY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR WHICH THERE IS NO ABOVE GROUND EVIDENCE OR FOR EXACT LOCATIONS OF EXISTING UNDERGROUND UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO ANY AND WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE OTHERS) AND ARE SPECULATIVE IN NATURE. THERE MAY ALL CONSTRUCTION. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES EVIDENCE (INCLUDING, BUT NOT LIMITED TO, MANHOLES, SHOWN ON THE PLAN ARE BASED UPON ABOVE GROUND CAUTION !! Know what's below. before you dig.Call R Call 811 or 1-800-382-5544 Before You Begin Any Digging Project. Call 48 hours or 2 working days before you dig. It's Fast, It's Easy and It's the Law in the state of Indiana! SU1.3 SITE UTILITY PLAN LEGEND UTILITY KEYNOTES 1.32'-6" OF TRENCH DRAIN "TD-V1", PER DETAIL D/G4.3 AND D/SU2.2. 2.32'-6" OF TRENCH DRAIN "TD-V2", PER DETAIL D/G4.3 AND D/SU2.2. 3.RAISE EXISTING STORM STRUCTURE "ST-902" T/RIM ELEV. FROM 805.70' TO 806.27' WITH PRECAST ADJUSTING RINGS. REPLACE EXISTING BEE-HIVE GRATE WITH NEENAH R-2540 (OR SIMILAR) FLAT GRATE (FIELD VERIFY GRATE SIZE). CONNECT NEW 4" PVC PIPES AT INVERT ELEV. 805.00' (NORTH & SOUTH). CONNECT (CORE) NEW 6" DIA. HDPE UNDERDRAIN AT INVERT ELEV. = 804.00' (EAST). 4.RAISE EXISTING STORM STRUCTURE "ST-901" T/RIM ELEV. FROM 805.80' TO 806.27' WITH PRECAST ADJUSTING RINGS. REUSE EXISTING GRATE. CONNECT NEW 6" SLOTTED DRAIN AT INVERT ELEV. 805.00' (NORTH & SOUTH). CONNECT (CORE) NEW 6" DIA. HDPE UNDERDRAIN AT INVERT ELEV. = 804.00' (EAST). 5.RAISE EXISTING STORM STRUCTURE "ST-903" T/RIM ELEV. FROM 805.36' TO 806.27' WITH PRECAST ADJUSTING RINGS. REUSE EXISTING GRATE. CONNECT (CORE) NEW 6" SLOTTED DRAIN DIA. AT INVERT ELEV. 805.00' (NORTH & SOUTH). CONNECT (CORE) NEW 6" DIA. HDPE UNDERDRAIN AT INVERT ELEV. = 804.00' (EAST). 6.25' OF 6" DIA. SLOTTED DRAIN, PER DETAILS B & D/G4.3 AND SHEET SU2.3 7.CLEANOUT, PER DETAIL J/SU2.2. INVERT ELEV. = 805.27' 8.CLEANOUT, PER DETAIL J/SU2.2. INVERT ELEV. = 804.14' 9.28' OF 6" DIA. PERFORATED HDPE UNDERDRAIN PIPE @ 0.50% SLOPE, PER DETAILS D & E/G4.3 10.PROVIDE HDPE 6" x 6" x 6" TEE-FITTING AND CONNECT TO EXISTING STORM STRUCTURE 11.CONTRACTOR TO CLEAN GRAVEL AND DEBRIS FROM THIS STORM PIPE. EXISTING COMMUNICATION LINE PROPOSED ELECTRICAL LINE PROPOSED FIRE PROTECTION LINE PROPOSED GAS LINE PROPOSED SANITARY SEWER LINE PROPOSED STORM SEWER LINE PROPOSED WATER LINE PROPOSED FIRE HYDRANT PROPOSED FIRE DEPARTMENT PROPOSED STORM STRUCTURE UTILITY LEGEND PROPOSED POST INDICATOR VALVE SEE SURVEY FOR ADDITIONAL EXISTING LEGEND ITEMS PROPOSED CLEANOUT CONNECTION APPROXIMATE LIMITS OF CONSTRUCTION GAC VISITOR GRAND STAND SSB DETENTION BASIN 1.SEE DRAWING GD0.1 FOR GENERAL NOTES AND ADDITIONAL LEGEND. 2.TOPOGRAPHIC CONDITIONS AND EXISTING UTILITIES SHOWN WERE PROVIDED BY CEC CIVIL & ENVIRONMENTAL CONSULTANTS DATED MAY 17, 2022. THE ENGINEER MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. 3.CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE PROJECT AREA INCLUDING UNDERGROUND UTILITY CONDITIONS, LOCATION AND DEPTH PRIOR TO ANY OTHER SITE CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER. 4.SEE SHEET SU1.2 FOR NEW SANITARY SEWER LATERAL, FIRE PROTECTION, DOMESTIC WATER, GAS, ELECTRICAL/POWER AND TELECOMMUNICATION INFORMATION. 5.THE PROPOSED STORM SEWER SYSTEM FOR THIS PROJECT WILL BE PRIVATE OWNED. 6.NO EARTH DISTURBING ACTIVITY MAY COMMENCE WITHOUT AN APPROVED STORM WATER MANAGEMENT PERMIT. 8.UTILITY RELOCATIONS REQUIRED BY THE PROJECT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. UTILITY LINE RELOCATIONS REQUIRED FOR ROAD PROJECTS THAT RESULT IN A CONFLICT WITH PROPOSED DEVELOPMENT SHALL BE THE DEVELOPERS RESPONSIBILITY TO RESOLVE WITH THE UTILITY. EXISTING POLE LINES REQUIRED TO BE RELOCATED TO WITHIN ONE FOOT OF PROPOSED RIGHT-OF-WAY LINE. 9.DAMAGE TO THE EXISTING RIGHT-OF-WAY SHALL RESTORED/REPAIRED TO THE SATISFACTION OF THE CITY AT THE COMPLETION OF THE PROJECT. THE CONTRACTOR IS ENCOURAGED TO INSPECT THE RIGHT-OF-WAY WITH THE CITY PRIOR TO THE START OF CONSTRUCTION TO DOCUMENT THE EXISTING CONDITION OF THE RIGHT-OF-WAY. SEE SHEET G0.1 FOR ADDITIONAL INFORMATION ON THE CITY OF CARMEL'S PAVING AND CURB POLICIES. 10.ALL PAVING WITHIN THE EXISTING AND PROPOSED CITY RIGHT -OF-WAY SHALL CONFORM TO THE REQUIREMENTS OF THE DEPARTMENT OF ENGINEERING. THE CONTRACTOR SHALL CONTACT THE DEPARTMENT OF ENGINEERING TO SCHEDULE A PRE-CONSTRUCTION MEETING TO REVIEW THE DEPARTMENT'S CONSTRUCTION REQUIREMENTS, STAFF NOTIFICATION REQUIREMENTS, REQUIRED INSPECTIONS FOR CERTAIN STAGES OF THE WORK AND TO REVIEW THE AUTHORITY OF THE DEPARTMENT AS IT RELATES TO WORK WITHIN THE EXISTING AND PROPOSED RIGHT-OF-WAY. 11.CONTRACTOR SHALL CALL CENTERPOINT ENERGY AT 1-800-990-1930 TO CREATE A WORK ORDER TO RELOCATE GAS SERVICE AND METER. GENERAL NOTES NOTE: 1.DIRECTIONAL NOTES FOR PIPES ARE BASED ON TRUE NORTH. 2.ALL STORM SEWER CASTINGS (OPEN LIDS AND SOLID LIDS) SHALL HAVE AN ENVIRONMENTAL LOGO SUCH AS "DUMP NO WASTE, DRAINS TO WATERWAYS" EMBOSSED (STAMPED) INTO CASTING. IN ADDITION, A SYMBOL OF A FISH SHALL ALSO BE CAST WITH THE LETTERING. NO "ADD-ON" PLATES OR STICKERS (DECALS) WILL BE PERMITTED. 3.ALL STORM SEWER MANHOLE COVERS SHALL HAVE THE WORDS "STORM SEWER" CAST IN RECESSED LETTERS TWO INCHES IN HEIGHT. 4.PIPE LENGTHS SHOWN IN THE TABLE ARE TO CENTER OF STRUCTURE. 5.CASTINGS AND FRAMES SHOWN IN TABLE REFER TO NEENAH FOUNDRY MODELS MAY BE SUBSTITUTED WITH AN APPROVED EQUIVALENT CASTING ONLY WITH ENGINEER APPROVAL. 6.PVC PIPE LISTED IN THE STORM STRUCTURE TABLE SHALL BE SDR-35 UNLESS NOTED OTHERWISE. STRUCTURE TABLE LEGEND RCP REINFORCED CONCRETE PIPE PVC POLYVINYL CHLORIDE PIPE HDPE HIGH DENSITY POLYETHYLENE PIPE (N-12) ADDENDUM NO. 2 08-23-20242 TAC COMMENTS 10-14-20243 TP TP TP TREE PROTECTION - PER DETAIL F/L1.2 TP TP TP TP T P TP TP TP TP TP TP TP TP T P TP