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Home My WebLink AboutBe Well Full Set (Not Approved)TW1207RIM:839.48'INV IN: NE-837.20'(12" HDPE)INV OUT: SW-837.12'(12" HDPE)206RIM:839.45'INV OUT: SW-837.21'(12" HDPE)1208RIM:839.48'INV IN: NE-836.68'(12" HDPE)INV IN: SW-836.74'(12" HDPE)INV OUT: NW-836.77'(15" RCP)1209RIM:839.44'INV IN: SE-836.23'(15" RCP)INV OUT: NW-836.02'(15" RCP)1210RIM:839.10'INV IN: SE-835.83'(15" RCP)INV IN: NW-835.84'(15" RCP)INV OUT: SW-835.79'(15" RCP)N89°28'40"E382.35(D)S0°31'20"E 278.67 (D)S89°28'40"W200.00(D)N58°12'02"W251.28(D)N0°31'20"W 909.09 (D)212RIM:839.88'INV IN: NE-833.00'(15" RCP)INV IN: SE-832.75'(18" RCP)INV OUT: NW-832.48'(24" RCP)141 LF of 15" RCP @ 1.97%C1JOB#: BWF.001SITE DEMOLITION PLAN DATE: 06/04/21 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS12430 CLARK STREET BE WELL FAMILY CARE CARMEL, INDIANA-EXISTING CONDITIONS &BM:G55 - Elevation 867.46' (NAVD 88)ISHC bronze disk on a concrete post projecting 1.5 ft out of the ground along US31, 2.6 miles north of I-465, 0.7 miles south of 131st Street, 83 ft west of centerlineof south bound lane of US 31.TBM 1 - Elevation 844.27' (NAVD 88)Top arrow on a fire hydrant along the west right-of-way of Clark Street 100 feetnorth of the north property line.BENCHMARK NOTETHE SITE LIES ENTIRELY WITHIN THE FEDERALLYDESIGNATED FLOOD ZONE X (NOT A FLOOD HAZARDAREA) PER FLOOD INSURANCE RATE MAP (FIRM)#18057C 0209 G, EFFECTIVE NOVEMBER 19, 2014.SITE FLOOD INFO TN89°28'40"E 382.35' (D)S0°31'20"E 278.67' (D)S89°28'40"W 200.00' (D)N58°12'02"W 251.28' (D)R=624.92 L=147.75D=13.55 N0°31'20"W 909.09' (D)C101JOB#: BWF.001SITE PLAN DATE: 05/19/21 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS12430 CLARK STREET BE WELL FAMILY CARE CARMEL, INDIANA-WDAMAGE TO THE EXISTING RIGHT-OF-WAY SHALLBE RESTORED/REPAIRED TO THE SATISFACTIONOF THE CITY AT THE COMPLETION OF THEPROJECT. THE CONTRACTOR IS ENCOURAGEDTO INSPECT THE RIGHT-OF-WAY WITH THE CITYPRIOR TO THE START OF THE CONSTRUCTIONTO DOCUMENT THE EXISTING CONDITION OF THERIGHT-OF-WAY.BUILDING FOOTPRINT AREA = 9,276 SFSITE AREA = 2.25 AC+/-ZONING = M-3FRONT BLDG. SETBACK AND BUFFER YARD = 10 FTSOUTH SIDE BLDG. SETBACK = 10 FTSOUTH SIDE BUFFER YARD = 5 FEETNORTH SIDE BLDG. SETBACK = 50 FTNORTH SIDE BUFFER YARD = 30 FTREAR SETBACK = 20 FT% LOT COVERAGE = 0.76 / 2.25 = 34%ON-SITE PARKING REQUIRED:1 SPACE PER 250 SF OF FLOOR AREAFLOOR AREA = 9,276 / 250 = 38 SPACES REQ'DON-SITE PARKING PROVIDED:STANDARD SPACES = 43ACCESSIBLE SPACES = 2TOTAL: 45 SPACES PROVIDEDDEVELOPMENT SUMMARY T845841842843844846845 843844846 847 200RIM:845.04'INV IN: N-823.97'(8" PVC)INV OUT: S-823.18'(8" PVC)201RIM:844.50'INV IN: N-822.21'(8" PVC)INV IN: NW-822.65'(6" PVC)INV OUT: SW-822.08'(8" PVC)1207RIM:839.48'INV IN: NE-837.20'(12" HDPE)INV OUT: SW-837.12'(12" HDPE)206RIM:839.45'INV OUT: SW-837.21'(12" HDPE)1208RIM:839.48'INV IN: NE-836.68'(12" HDPE)INV IN: SW-836.74'(12" HDPE)INV OUT: NW-836.77'(15" RCP)1209RIM:839.44'INV IN: SE-836.23'(15" RCP)INV OUT: NW-836.02'(15" RCP)1210RIM:839.10'INV IN: SE-835.83'(15" RCP)INV IN: NW-835.84'(15" RCP)INV OUT: SW-835.79'(15" RCP)N89°28'40"E 382.35' (D)S0°31'20"E 278.67' (D)S89°28'40"W 200.00' (D)N58°12'02"W 251.28' (D)R=624.92 L=147.75D=13.55 N0°31'20"W 909.09' (D)141 LF of 15" RCP @ 1.97%213RIM:841.44'INV IN: NE-820.97'(8" PVC)INV IN: NW-820.11'(10" PVC)INV OUT: SE-819.73'(10" PVC)C104JOB#: BWF.001SWPP PLAN DATE: 05/19/21 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS12430 CLARK STREET BE WELL FAMILY CARE CARMEL, INDIANA-THE SITE LIES ENTIRELY WITHIN THE FEDERALLYDESIGNATED FLOOD ZONE X (NOT A FLOOD HAZARD AREA)PER FLOOD INSURANCE RATE MAP (FIRM) #18057C 0209 G,EFFECTIVE NOVEMBER 19, 2014.SITE FLOOD INFOBM:G55 - Elevation 867.46' (NAVD 88)ISHC bronze disk on a concrete post projecting 1.5 ft out of the ground along US31, 2.6 miles north of I-465, 0.7 miles south of 131st Street, 83 ft west of centerlineof south bound lane of US 31.TBM 1 - Elevation 844.27' (NAVD 88)Top arrow on a fire hydrant along the west right-of-way of Clark Street 100 feetnorth of the north property line.BENCHMARK NOTE C105JOB#: BWF.001SWPP DETAILS DATE: 06/04/21 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS12430 CLARK STREET BE WELL FAMILY CARE CARMEL, INDIANA- T845841842843844846845 843844846 847 200RIM:845.04'INV IN: N-823.97'(8" PVC)INV OUT: S-823.18'(8" PVC)201RIM:844.50'INV IN: N-822.21'(8" PVC)INV IN: NW-822.65'(6" PVC)INV OUT: SW-822.08'(8" PVC)1207RIM:839.48'INV IN: NE-837.20'(12" HDPE)INV OUT: SW-837.12'(12" HDPE)206RIM:839.45'INV OUT: SW-837.21'(12" HDPE)1208RIM:839.48'INV IN: NE-836.68'(12" HDPE)INV IN: SW-836.74'(12" HDPE)INV OUT: NW-836.77'(15" RCP)1209RIM:839.44'INV IN: SE-836.23'(15" RCP)INV OUT: NW-836.02'(15" RCP)1210RIM:839.10'INV IN: SE-835.83'(15" RCP)INV IN: NW-835.84'(15" RCP)INV OUT: SW-835.79'(15" RCP)N89°28'40"E 382.35' (D)S0°31'20"E 278.67' (D)S89°28'40"W 200.00' (D)N58°12'02"W 251.28' (D)R=624.92 L=147.75D=13.55 N0°31'20"W 909.09' (D)212RIM:839.88'INV IN: NE-833.00'(15" RCP)INV IN: SE-832.75'(18" RCP)INV OUT: NW-832.48'(24" RCP)141 LF of 15" RCP @ 1.97%213RIM:841.44'INV IN: NE-820.97'(8" PVC)INV IN: NW-820.11'(10" PVC)INV OUT: SE-819.73'(10" PVC)6" SAN INV: 833.356" SAN INV: 837.916" SAN INV: 834.27INV S: 839.79' (18")C601JOB#: BWF.001DATE: 05/19/21 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS12430 CLARK STREET BE WELL FAMILY CARE CARMEL, INDIANA-THE SITE LIES ENTIRELY WITHIN THE FEDERALLYDESIGNATED FLOOD ZONE X (NOT A FLOOD HAZARD AREA)PER FLOOD INSURANCE RATE MAP (FIRM) #18057C 0209 G,EFFECTIVE NOVEMBER 19, 2014.SITE FLOOD INFOSTORM SEWER PLAN & PROFILE C801JOB#: BWF.001DATE: 06/04/21 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS CONSTRUCTION DETAILS 12430 CLARK STREET BE WELL FAMILY CARE CARMEL, INDIANA-BIKE RACK DETAIL C803JOB#: BWF.001DATE: 06/04/21 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS CONSTRUCTION DETAILS 12430 CLARK STREET BE WELL FAMILY CARE CARMEL, INDIANA-MANHOLE & INLETSSTORM SEWERAqua-Swirl Concentrator Model AS-3 BYP PCS Standard DetailDate:01/06/15Scale:Document:Drawn By:AS-3 PCS STD1:20JCWU.S. Patent No. 6524473 and other Patent Pending™ Phone (888) 344-9044 Fax (423) 826-2112 www.aquashieldinc.comSTORMWATER TREATMENT SOLUTIONSPlan ViewOutletInternal BafflesOctagonal Base PlateAPipe couplingby Contractor.12" [305 mm]long Stub-outby Manufacturer.Ø42" [Ø1067 mm]54"[1372 mm]STORMWATER TREATMENT SOLUTIONSPhone (888) 344-9044 www.aquashieldinc.com™Slide riser over top ringand bolt in 4 placesRiser68" [1727 mm]104" [2642 mm]Gravel Backfill shall extend atleast 3.5 feet outward fromSwirl Concentrator and for thefull height of the SwirlConcentrator (including riser)extending laterally toundisturbed soils. (See MHDetail Below)Swirl Inlet/OutletBeddingUndisturbed SoilBackfill6" [152 mm]18" [457 mm]Section A-AGrade (Rim)30" [762 mm]Rim elevations to match finishedgrade.Manhole Frame andCover by Manufacturer.(See Details)5" [127 mm] MH FrameVariesVariesAqua-Swirl Polymer Coated Steel (PCS)Stormwater Treatment System4 1/2" [114 mm]ConcreteGravel BackfillPlace small amount ofconcrete to support andlevel manhole frame. DONOT allow manhole frameto rest upon HDPE riser.Soil1/2" [13 mm]1/2" [13 mm]Manhole Frame & Cover DetailNTSFor Non-Traffic Areas OnlyCoverFrameRiserConcreteGravel BackfillSoil1/2" [13 mm]Bollards shall be placed around accessriser(s) in non-traffic areas to preventinadvertent loading by maintenancevehicles.Inlet54"[1372 mm]A21"[533 mm] PCS MaxInternalBaffles2733 Kanasita Drive, Suite 111, Chattanooga, TN 37343* Please see accompanied Aqua-Swirl specification notes.* See Site Plan for actual system orientation.** Orientation may vary from 90°, 180°, or custom angles to meet site conditions.Note: As an alternative, 42-inch OD, HS-20/25rated precast concrete rings may be substituted.14-inch thickness must be maintained.180°** C804JOB#: BWF.001DATE: 06/04/21 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS CONSTRUCTION DETAILS 12430 CLARK STREET BE WELL FAMILY CARE CARMEL, INDIANA- C901JOB#: BWF.001SPECIFICATIONS DATE: 06/04/21 DRAWN BY: RCW (317) 251-1738 (FAX) 251-1923 INDIANAPOLIS, INDIANA 46220 6555 CARROLLTON AVENUE www.rw-engineering.com CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS12430 CLARK STREET BE WELL FAMILY CARE CARMEL, INDIANA- C902JOB#: BWF.001AND PAVING POLICY DRAWN BY: RCW 12430 CLARK STREET BE WELL FAMILY CARE CARMEL, INDIANA-(317) 251-1738 (FAX) 251-1923 CIVIL ENGINEERS - LAND SURVEYORS - DEVELOPMENT CONSULTANTS 6555 CARROLLTON AVENUE INDIANAPOLIS, INDIANA 46220 www.rw-engineering.com CARMEL CONCRETE CURB