HomeMy WebLinkAboutSite Drawings_5112808
VINE_HEALTHARE_ADDITIONS-C.pdf COVER
COVER KEELER-WEBB ASSOCIATES 1805-008B CLIENT REVIEW 11-16-2018 SRS ARCHITECTS INDIANA DESIGN CENTER 200 S. RANGELINE ROAD CARMEL, IN 46032 PH: 317.989.6248 VICINITY MAP N.T.S. NEW
MEDICAL OFFICE BUILDING FOR: VINE HEALTHCARE 40 NORTH RANGELINE ROAD CARMEL, IN 46032 SHEET INDEX C1 EXISTING TOPOGRAPHY C2.1 PROPOSED SITE PLAN C2.2 PROPOSED SITE UTILITY PLAN C3
DRAINAGE/GRADING PLAN C4 EROSION CONTROL PLAN C5.1 CARMEL CURB AND WATER DETAILS C5.2 CARMEL CONCRETE, WALK AND ADA DETAILS C6 SITE DETAILS C7 DRAINAGE DETAILS L1 LANDSCAPE PLAN L2
LANDSCAPE DETAILS ZONING MAP N.T.S. FEMA MAP SITE DOCKET INFORMATION: PZ 18120015 ADLS 18120016-18 V START CONSTRUCTION: ASAP EXPECTED OCCUPANCY: 12/31/2019 PROPOSED BUILDING VINE HEALTHCARE
40 NORTH RANGELINE ROAD CARMEL, IN SITE ADLS SUBMITTAL 12-19-2018 ADDITIONS PRE-FILING CONF. 5-09-2019 ENGINEERING REVISIONS 06-26-2019 ENGINEERING REVISIONS 8-27-2019 21 1
VINE_HEALTHARE_ADDITIONS-C1-TOPO.pdf C1-TOPO
NORTH STREET (plat) (30' R/W) 1st ST. NW MAIN STREET (plat) (66' R/W) RANGELINE RD EXISTING I 1 2 STORY FRAME/MASONRY BUILDING I STORY BUILDING VINE REAL ESTATE HOLDING, LLC NO. 2013-51323
REKINAZ, LLC NO. 2008-9945 10' ALLEY 10' ALLEY UNION STATE BANK DEED BOOK 237, PAGE 175 UNION STATE BANK DEED BOOK 335, PAGE 154 CITY OF CARMEL INSTR. NO. 2017-10010 CITY OF CARMEL
INSTR. NO. 2017-10010 BART L. POER NO. 2005-26488 FFE=831.60' FFE=830.25' ORIGINAL TOWN OF BETHLEHAM NOW CARMEL LOT 13 LOT 14 NATHAN HAWKIN'S LOT 1 CITY OF CARMEL REDEVELOPMENT COMMISSION
0.095 Ac. INSTR.NO. 2007-12511SIMEON HAWKINS ADDITION LOT 10 SIMEON HAWKINS ADDITION LOT 3 SIMEON HAWKINS ADDITION LOT 11 ORIGINAL TOWN OF BETHLEHAM NOW CARMEL LOT 1 ORIGINAL TOWN OF
BETHLEHAM NOW CARMEL LOT 2 COORDINATE GAS SERVICE WITH UTILITY VERIFY TYPE, SIZE, AND LOCATION EXISTING RAMP TO REMAIN IN PLACE REMOVE EXISTING SIDEWALK REMOVE STAIRS AND BRICK WALK
REMOVE EXISTING PATIO, WALL AND BRICK WALK REMOVE WOOD DECK AND STAIRS COORDINATE WITH UTILITY TO REMOVE OVER HEAD POWER TO BUILDING COORDINATE WITH UTILITY TO REMOVE/UPGRADE FIBER-OPTIC
LINE GOING TO BUILDING REMOVE EXISTING GARAGE AND CONCRETE APRONS REMOVE EXISTING ASPHALT PARKING LOT REMOVE TREE 30.0' 66.0' SAWCUT EDGE OF WALK SAWCUT AT WALK SAWCUT AT WALK REMOVE
CONCRETE SIDEWALK COORDINATE RELOCATING GUY WIRES WITH DUKE ENERGY EXISTING TOPOGRAPHY & DEMO PLAN & KEELER-WEBB ASSOCIATES 1805-007 CLIENT REVIEW 11-16-2018 EXISTING LEGEND SRS ARCHITECTS
INDIANA DESIGN CENTER 200 S. RANGELINE ROAD CARMEL, IN 46032 PH: 317.989.6248 PROPOSED BUILDING VINE HEALTHCARE 40 NORTH RANGELINE ROAD CARMEL, IN SOIL MAP N.T.S. ADLS SUBMITTAL 12-19-2018
EROSION LEGEND ENGINEERING REVISIONS 06-26-2019 1 PER BOARD OF PUBLIC WORKS AND SAFTEY THE 1st STREET NW SIDEWALK WILL BE CLOSED FOR INSTALLATION OF CURB CUT AND ADA RAMPS PROVIDE A
DETOUR ROUTE & SIGNAGE AS DIRECTED BY CARMEL ENGINEERING. 1 1 1 CONSTRUCTION ENTRANCE SEE DETAIL 1/C7 ENGINEERING REVISIONS 8-27-2019 2 2 2 2 2
VINE_HEALTHARE_ADDITIONS-C2-SITE.pdf C2.1-SITE
NORTH STREET (plat) (30' R/W) 1st ST. NW MAIN STREET (plat) (66' R/W) RANGELINE RD EXISTING I 1 2 STORY FRAME/MASONRY BUILDING VINE REAL ESTATE HOLDING, LLC NO. 2013-51323 REKINAZ,
LLC NO. 2008-9945 10' ALLEY 10' ALLEY UNION STATE BANK DEED BOOK 237, PAGE 175 UNION STATE BANK DEED BOOK 335, PAGE 154 CITY OF CARMEL INSTR. NO. 2017-10010 CITY OF CARMEL INSTR. NO.
2017-10010 BART L. POER NO. 2005-26488 FFE=831.60' FFE=830.25' ORIGINAL TOWN OF BETHLEHAM NOW CARMEL LOT 13 LOT 14 NATHAN HAWKIN'S LOT 1 CITY OF CARMEL REDEVELOPMENT COMMISSION 0.095
Ac. INSTR.NO. 2007-12511 SIMEON HAWKINS ADDITION LOT 10 SIMEON HAWKINS ADDITION LOT 3 SIMEON HAWKINS ADDITION LOT 11 ORIGINAL TOWN OF BETHLEHAM NOW CARMEL LOT 1 ORIGINAL TOWN OF BETHLEHAM
NOW CARMEL LOT 2 (4)-PARKING SPACES (6)-PARKING SPACES (4)-STREET PARKING SPACES 18.0' 18.0' 5.0' 9.0' 9.0' 25.0' 5' CONC. WALK 6" BARRIER CURB SEE DETAIL ON SHEET C5.2 12.6' CARMEL
COMMERCIAL DRIVE APPROACH IN R/W SEE DETAIL ON SHEET C5.2 (1)-COVERED BIKE SPACE UNDER AWNING, SEE DETAIL 1/C6 NEW CONCRETE SIDEWALK SEE DETAIL ON SHEET C5.2 NEW ADA RAMP EACH SIDE
OF DRIVE PARKING BLOCK (TYP.) NEW STAIRS TO NEW 7'x13' CONCRETE PORCH (SEE ARCH. SHT's.) 8.3' FRONT ADDITION REAR ADDITION ADA SIDEWALK RAMP SEE DETAIL E604-SWCR-08 ON SHEET C5.2 FRONT
ADDITION 43.2' 18.7' 1.67' 26.25' 46.2' 23.4' 4.33' 18.6' 3.6' 5.0' 11.8' 24.3' 2.0' 19.8' RELOCATE EXISTING PENDANT SIGN TO COMPLY WITH SIGN UDO 2- A/C UNITS 3- A/C UNITS NEW 5' CONC.
STAIRS TO EXISTING WALK (SEE ARCH. SHT's.) NEW 5' CONC. STAIRS TO EXISTING WALK (SEE ARCH. SHT's.) (3) BIKE SPACES, ON CONC. PAD 9.4' x 6', INSTALL PER UDO DETAIL 1/C6 17.5' 9.2' 2'
4.0' LIMITS OF CARMEL 17-ENG-001 VETERANS WAY STREET PROJECT REPAIR CARMEL SIDEWALK IN R/W SEE DETAIL ON SHEET C5.2 PROPOSED WATER TAPS & VALVE, VERIFY TYPE, SIZE & LOCATION, INSTALL
ALL WATER PER CARMEL DETAILS PROVIDE 18" OF VERTICAL SEPARATION AT ALL WATER LINE CROSSING LOCATIONS WITH ALL SEWERS & UTILITIES CONTRACTOR TO CONFIRM THE LOCATION & DEPTH OF ALL UTILITY
CROSSINGS WARNING SIGN RAIN GARDEN RAIN GARDEN PLANTINGS SEE DETAIL ON SHEET L2 CONTRACTOR TO CONNECT CONCRETE WALK TO EXISTING WOOD RAMP & CONFIRM RAMP COMPLIES W/ ADA 2016 PROPOSED
SITE PLAN C2.1 KEELER-WEBB ASSOCIATES 1805-008 CLIENT REVIEW 11-16-2018 LEGEND PROPOSED BUILDING VINE HEALTHCARE SRS ARCHITECTS INDIANA DESIGN CENTER 200 S. RANGELINE ROAD CARMEL,
IN 46032 PH: 317.989.6248 40 NORTH RANGELINE ROAD CARMEL, IN ADLS SUBMITTAL 12-19-2018 ADDITIONS PRE-FILING CONF. 5-09-2019 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. COMMITTEE REVISIONS 6-26-2019 1 1 1 1 1 1 1 1 ENGINEERING REVISIONS 8-27-2019 2 3 2 2 ENGINEERING REVISIONS 9-26-2019
3 3
VINE_HEALTHARE_ADDITIONS-C2.2-SITE-UTILITIES.pdf C2.2-SITE-UTILITIES
NORTH STREET (plat) 1st ST. NW MAIN STREET (plat) RANGELINE RD EXISTING I 1 2 STORY FRAME/MASONRY BUILDING FFE=831.60' FFE=830.25' PROPOSED DOMESTIC 1" WATER METER SERVICE WITH AN INTERIOR
METER AND BACKFLOW RPZ (INTERIOR) VERIFY TYPE, SIZE, & LOCATION WITH CARMEL WATER. APPROXIMATELY 82 L.F. 1" DOMESTIC SERVICE TO BE WET TAPPED INTO EXISTING MAIN, PROVIDE A CURBSTOP
AND CURBSTOP BOX WITHIN 5' OF TAP VERIFY TYPE, SIZE & LOCATION CT CABINET VERIFY TYPE, SIZE & LOCATION WITH UTILITY PROVIDE 93' - (3)2" PVC CONDUITS TO NEW METER & DISCONNECT, VERIFY
TYPE, SIZE & LOCATION WITH UTILITY GAS METER VERIFY TYPE, SIZE & LOCATION WITH UTILITYGAS VALVE AND CONNECTION TO THE 2" PLASTIC MAIN VERIFY TYPE, SIZE AND LOCATION WITH UTILITY NEW
GAS SERVICE TO NEW METER 8.3' FRONT ADDITION REAR ADDITION CARMEL STORM STR. 39 T.O.C.= 825.88' EXIST. 42" RCP E-W INV. = 813.77' (VERIFY) NEW 12" RCP S INV. IN = 821.02' TYPE K-4
PER INDOT SPEC. FRONT ADDITION 43.2' 18.7' 1.67' 26.25' 46.2' 23.4' 4.33' 18.6' 3.6' 5.0' 11.8' 24.3' 2.0' 19.8'17.5' 9.2' 2' CONTRACTOR TO COORDINATE INSTALLATION OF STR 39 WITH CITY
OF CARMEL AND G.C. FOR 17-ENG-01 (VETERANS WAY PROJECT) CONTRACTOR TO COORDINATE WITH DUKE ON INSTALLATION OF NEW POWER POLE AT SE CORNER OF ALLEY/1st STREET NW INTERSECTION FOR 17-ENG-01
(VETERANS WAY) CONTRACTOR TO COORDINATE WITH DUKE ON PROTECTION OF EXISTING POWER POLE & GUY WIRES ADJACENT TO NEW ADARAMP FOR NEW CURB CUT & INSTALLATION OF SERVICE CARMEL STORM STR.
40 (BY OTHERS) T.O.C.= 825.82' EXIST. 15" RCP E-W INV. = 816.20' (VERIFY) NEW 15" RCP S INV. OUT = 816.15' TYPE C-4 PER INDOT SPEC. CONTRACTOR TO COORDINATE WITH DUKE ON INSTALLATION
OF NEW POWER POLE FOR SINGLE PHASE SERIVCE WITH VETERANS WAY PROJECT & CONNECTION OF NEW OF SERVICE TO VINE H.C. CARMEL SAN STR. SS-12 T.O.C.= 825.82' EXIST. 10" INV. = 818.21' (VERIFY)
NEW 10" PVC INV. OUT = 818.21' TYPE "I" SAN MH PER SPEC. (BY OTHERS) PROPOSED WATER TAPS & VALVE, VERIFY TYPE, SIZE & LOCATION, INSTALL ALL WATER PER CARMEL DETAILS PROVIDE 18" OF
VERTICAL SEPARATION AT ALL WATER LINE CROSSING LOCATIONS WITH ALL SEWERS & UTILITIES CONTRACTOR TO CONFIRM THE LOCATION & DEPTH OF ALL UTILITY CROSSINGS WARNING SIGN RAIN GARDEN RAIN
GARDEN PLANTINGS SEE DETAIL ON SHEET L2 STRUCTURE #39 WILL NEED TO BE INSTALLED BY THIS PROJECT IF THE CITY HAS NOT INSTALLED IT PRIOR TO THE VINE HEALTH CARE OUTLET CONNECTION. STRUCTURE
#39 WILL NEED TO BE INSTALLED ACCORDING TO THE VETERANS WAY 17-ENG-01 CONSTRUCTION DOCUMENTS ALONG WITH INDOT SPECIFICATIONS & DETAILS PROPOSED SITE UTILITY PLAN C2.2 KEELER-WEBB ASSOCIATES
1805-008 CLIENT REVIEW 11-16-2018 LEGEND PROPOSED BUILDING VINE HEALTHCARE SRS ARCHITECTS INDIANA DESIGN CENTER 200 S. RANGELINE ROAD CARMEL, IN 46032 PH: 317.989.6248 40 NORTH RANGELINE
ROAD CARMEL, IN ADLS SUBMITTAL 12-19-2018 PLEASE MAKE APPLICATION FOR RELOCATION OF GAS SERVICE LINE BY CALLING OUR NEW SERVICE CENTER AT 1-800-990-1930. IF ADDING ADDITIONAL LOAD
PLEASE GIVE THAT INFORMATION TO THEM AS WELL. ENGINEERING REVISIONS 06-26-2019 1 1 EXISTING WATER SERVICE NEEDS TO BE ABANDONED @ THE WATER MAIN WITH FULL CIRCLE STAINLESS STEEL REPAIR
CLAMP CONTRACTOR SHALL PROTECT THE EXISTING CITY DUAL DUCT BANK IN THE RIGHT -OF-WAY. IN THE EVENT OF CONFLICT WITH THE PROPOSED IMPROVEMENTS, RELOCATION OF THE DUAL DUCT BANK AND ALL
ASSOCIATED/APPURTENANT/ANCILLARY ITEMS SHALL BE THE SOLE RESPONSIBILILTY OF THE DEVELOPER SUBJECT TO REVIEW AND APPROVAL BY THE CITY. ENGINEERING REVISIONS 8-27-2019 2 2 3 22 2 3 2
2 ENGINEERING REVISIONS 9-26-2019 3 3 ENGINEERING REVISIONS 11-15-2019 4 4 4
VINE_HEALTHARE_ADDITIONS-C3-GRADING.pdf C3-GRADING
NORTH STREET (plat) 1st ST. NW MAIN STREET (plat) RANGELINE RD FFE=831.60' FFE=830.25' x 829.92 FRONT ADDITION REAR ADDITION F.F.E.=831.60' F.F.E.=831.60' x 829.92 x 829.92
x 829.27 x 829.59 x 829.92 x 831.55 x 831.50 x 829.50 x 827.56 x 826.13 x 826.42 x 828.94 x 828.20 x 828.94 x 827.10 x 826.60
x 826.24 x 825.88 x 825.20 136' - 6" PVC @ 3.0% UNDERDRAIN TO DOWNSPOUTS, PROVIDE OUTLET FLAT SPREADER @ GRADE, PER DETAIL ON C7 CONTRACTOR TO PROVIDE DOWNSPOUT BOOT TO
UNDERDRAIN, SEE DETAIL UPSTREAM 6" HDPE UNDERDRAIN INV. 822.78' 825.20 x 30" DIAM STRUCTURE 1 T.O.C.=825.20' 6" HDPE S INV. IN = 822.20' 12" RCP NW INV. OUT = 821.20'
SEE DETAIL ON C7 49' - 6" HDPE @ 1.2% SEE DETAIL 1/C3 CARMEL STORM STR. 39 T.O.C.= 825.88' EXIST. 42" RCP E-W INV. = 813.77' (VERIFY) NEW 12" RCP S INV. IN = 821.02' TYPE K-4 PER INDOT
SPEC. 136' - 6" PVC @ 3.0% UNDERDRAIN TO DOWNSPOUTS, PROVIDE OUTLET FLAT SPREADER, PER DETAIL ON C6 FRONT ADDITION 43.2' 18.7' 1.67' 26.25' 46.2' 23.4' 4.33' 18.6' 24.3' 2.0' 19.8'17.5'
9.2' x 829.92 x 830.20 x 826.97 100-YEAR FLOOD ROUTING FLOW PATH 100-YEAR FLOOD ROUTING ELEVATION = 825.50' 100-YEAR FLOOD ELEV- = 825.50 M.F.P.G.= 827.50' M.L.A.G. ELEV.
= 828.94' REPAIR STREET, CURB AND WALK FOR INSTALLATION OF STORM SEWER PER CARMEL STANDARDS 18' - 12" RCP @ 1.0% SEE DETAIL 1/C3 CENTERLINE OF 20' BMP/DRAINAGE ESM'T. 20.0' S 00°00'07"
E 65.46' N89°02'57"E 25.36' CONTRACTOR TO COORDINATE INSTALLATION OF STR 39 WITH CITY OF CARMEL AND G.C. FOR 17-ENG-01 (VETERANS WAY PROJECT) CARMEL STORM STR. 40 (BY OTHERS) T.O.C.=
825.82' EXIST. 15" RCP E-W INV. = 816.20' (VERIFY) NEW 15" RCP S INV. OUT = 816.15' TYPE C-4 PER INDOT SPEC. CONTRACTOR TO COORDINATE INSTALLATION OF STORM SEWER WITH DUKE FOR POLE
SUPPORT SECTION 1 RAIN GARDEN WARNING SIGN RAIN GARDEN 53' LONG x 5-6' WIDE RAIN GARDEN x 12" DEEP, 3:1 SLOPES RAIN GARDEN PLANTINGS SEE DETAIL ON SHEET L2 829.86 x 829.90
x STRUCTURE #39 WILL NEED TO BE INSTALLED BY THIS PROJECT IF THE CITY HAS NOT INSTALLED IT PRIOR TO THE VINE HEALTH CARE OUTLET CONNECTION. STRUCTURE #39 WILL NEED TO BE INSTALLED
ACCORDING TO THE VETERANS WAY 17-ENG-01 CONSTRUCTION DOCUMENTS ALONG WITH INDOT SPECIFICATIONS & DETAILS PROPOSED GRADING PLAN & KEELER-WEBB ASSOCIATES 1805-008 CLIENT REVIEW 11-16-2018
PROPOSED BUILDING VINE HEALTHCARE SRS ARCHITECTS INDIANA DESIGN CENTER 200 S. RANGELINE ROAD CARMEL, IN 46032 PH: 317.989.6248 40 NORTH RANGELINE ROAD CARMEL, IN LEGEND x 830.85
INVERT OF RAIN GARDEN VARIES 1.0' BELOW EDGE OF PAVEMENT 10 AND 100- YEAR STORM ELEV. 825.20' INVERT OF 6" HDPE (PERF) 822.79'(UPSTREAM) 822.20'(DOWNSTREAM) FILTER FABRIC 12" BELOW
INVERT PONDING LIMITS PLANTING SOIL - 12" 12" GRAVEL JACKET WASHED No. 8 GRAVEL 30" RCP PIPE STRUCTURE SEE DETAIL ON SHEET C7 RAIN GARDEN UNDERDRAIN 6" PERF HDPE DUAL-WALL 2-3" RIVER
ROCK FOR PLANTINGS GRADE Elev. VARIES ASPHALT PARKING T.O.C.-30" RCP STR. SIGN TO INDICATE THE RAIN GARDEN PROTECTION AREA, SEE PLAN FOR LOCATION RAINGARDEN PLANTING LIST: (3) ILEX
OPACA (AMERICAN HOLLY) @ 8' o.c. (6) RHODODENDRON VISCOSUM (SWAMP AZALEA @ 4' o.c. (9) VACCINUM CORYMBOSUM (HIGHBUSH BLUEBERRY @ 3' o.c. (5) HEMEROCALLIS HYBRIDS (DAY LILIES) @ 12"
o.c. WILDFLOWER MIX OF GRASSES 85 sq.ft., 50% BLACKEYED SUSAN, 20% PURPLE CONEFLOWER, 20% BLAZING STAR, 10% BUTTERFLY WEED THE STORM SEWER SYSTEM AND STRUCTURES SHOWN ON THESE PLANS
ARE PRIVATE AND SERVICE THIS PARCEL ONLY DETENTION/BMP NOTES: PARCEL DRAINAGE AREA TO RAINGARDEN = 0.247Ac. SITE ALLOWABLE RELEASE RATE 0.1 cfs/Ac. = 0.03 cfs SITE ALLOWABLE RELEASE
RATE 0.3 cfs/Ac. = 0.08 cfs TOTAL DEVEVLOPED AVERAGE CN = 88 RAINGARDEN STORAGE CAPACITY = 0.005 Ac/ft POST-DEVELOPED 10-YEAR STORM RUNOFF = 0.71 cfs POST-DEVELOPED 100-YEAR STORM
RUNOFF = 1.37 cfs ADLS SUBMITTAL 12-19-2018 WOVEN FILTER FABRIC BETWEEN SOIL & GRAVEL ENGINEERING REVISIONS 06-26-2019 1 2 1 2 1 1 1 1 2 ENGINEERING REVISIONS 8-27-2019 2 GRAVEL ASPHALT
PARKING PROVIDE 3.0' MIN. COVER GAS & WATER LATERALS 1.5' MIN. SEPERATION 3 2 2 2 2 UNDERGROUND CONDUIT FOR ELECTRICAL SERVICE 12" RCP OUTLET PIPE INV. 821.20' DOWNSTREAM 2 2 2 2 2
2 2 2 2 1.5' MIN. SEPERATION 2 ENGINEERING REVISIONS 9-26-2019 3 3 3 3 3 3 ENGINEERING REVISIONS 11-15-2019 4 4 4 4
VINE_HEALTHARE_ADDITIONS-C4-EROSION.pdf C4-EROSION
NORTH STREET (plat) 1st ST. NW MAIN STREET (plat) RANGELINE RD FFE=831.60' FFE=830.25' FRONT ADDITION REAR ADDITION FRONT ADDITION 43.2' 18.7' 1.67' 26.25' 46.2' 23.4' 4.33' 18.6' 24.3'
2.0' 19.8'17.5' 9.2' WARNING SIGN RAIN GARDEN RAIN GARDEN PLANTINGS SEE DETAIL ON SHEET L2 EROSION CONTROL PLAN & KEELER-WEBB ASSOCIATES 1805-008 CLIENT REVIEW 11-16-2018 PROPOSED
BUILDING VINE HEALTHCARE SRS ARCHITECTS INDIANA DESIGN CENTER 200 S. RANGELINE ROAD CARMEL, IN 46032 PH: 317.989.6248 40 NORTH RANGELINE ROAD CARMEL, IN “ ” PROPOSED LEGEND CONSTRUCTION
ENTRANCE SEE DETAIL 1/C7 ADLS SUBMITTAL 12-19-2018 ADDITIONS PRE-FILING CONF. 05-09-2019 ENGINEERING REVISIONS 06-26-20191 1 CONCRETE WASHOUT SEE DETAIL 2/C7 1 SILT SOCK SEE DETAIL
10/C6 1 ENGINEERING REVISIONS 8-27-2019 2 2 2 ENGINEERING REVISIONS 9-26-2019 3 3 3
VINE_HEALTHARE_ADDITIONS-C5.1-CARMEL-DETAILS.pdf C5.1-CARMEL-DETAILS
CARMEL DETAILS C5.1 KEELER-WEBB ASSOCIATES 1805-008 CLIENT REVIEW 11-16-2018 PROPOSED BUILDING VINE HEALTHCARE SRS ARCHITECTS INDIANA DESIGN CENTER 200 S. RANGELINE ROAD CARMEL, IN
46032 PH: 317.989.6248 40 NORTH RANGELINE ROAD CARMEL, IN CARMEL WATER UTILITY REQUIREMENTS: POSI-CAPS OR THE EQUIVALENT ARE NOW REQUIRED ON ALL WATER VALVE INSTALLATIONS. CONTRACTOR
TO CALL FOR PRE-CON WITH INSPECTOR PRIOR TO WATER MAIN INSTALLATION. CARMEL WATER UTILITY INSPECTORS HAVE THE AUTHORITY TO MAKE CHANGES IN THE FIELD IF CONDITIONS ARE WARRANTED. ADLS
SUBMITTAL 12-19-2018
VINE_HEALTHARE_ADDITIONS-C5.2-CARMEL-DETAILS.pdf C5.2-CARMEL-DETAILS
CARMEL CONCRETE/ADA DETAILS C5.2 KEELER-WEBB ASSOCIATES 1805-008 CLIENT REVIEW 11-16-2018 PROPOSED BUILDING VINE HEALTHCARE SRS ARCHITECTS INDIANA DESIGN CENTER 200 S. RANGELINE ROAD
CARMEL, IN 46032 PH: 317.989.6248 40 NORTH RANGELINE ROAD CARMEL, IN ADLS SUBMITTAL 12-19-2018
VINE_HEALTHARE_ADDITIONS-C6-SITE-DETAILS.pdf C6-SITE-DETAILS
SITE DETAILS C6 KEELER-WEBB ASSOCIATES 1805-008 CLIENT REVIEW 11-16-2018 PROPOSED BUILDING VINE HEALTHCARE SRS ARCHITECTS INDIANA DESIGN CENTER 200 S. RANGELINE ROAD CARMEL, IN 46032
PH: 317.989.6248 40 NORTH RANGELINE ROAD CARMEL, IN ADLS SUBMITTAL 12-19-2018 ADDITIONS PRE-FILING CONF. 05-09-2019 SHEET 1 OF 1 DWG NOSIZE SCALE REV FLEXSTORM_CATCH_ITC TYPICAL RECTANGULAR
INLET FILTER COMBINATION INLET FILTER FOR CURB HOODS TYPICAL ROUND INLET FILTER STAINLESS STEEL ROUND INLET FILTERS for NYLOPLAST CASTINGS CATCH-ITS SPECIFIED W/ FX or FX-S BAGS A ENGINEERING
REVISIONS 06-26-20191 1
VINE_HEALTHARE_ADDITIONS-C7-DRAINAGE-DETAILS.pdf C7-DRAINAGE-DETAILS
DRAINAGE DETAILS C7 KEELER-WEBB ASSOCIATES 1805-008 CLIENT REVIEW 11-16-2018 PROPOSED BUILDING VINE HEALTHCARE SRS ARCHITECTS INDIANA DESIGN CENTER 200 S. RANGELINE ROAD CARMEL, IN
46032 PH: 317.989.6248 40 NORTH RANGELINE ROAD CARMEL, IN Materials & Specifications: Location: Avoid location on steep slopes or at curves in public roadways. 20' Min 12" Min 50'
- 150' INDOT CA Public Road No. 2 Aggregate Geotextile Fabric Underliner Culvert (If required) CONCRETE WASHOUT - LINED CONTAINER NOTES: * AN ESTIMATED CHART OF THE THE AMOUNT OF WATER
PER DAY WILL BE ATTACHED TO SWPPP SHEET. * SEE SITE PLAN FOR PLACEMENT OF CWO. * THERE WILL BE NO BELOW GRADE SYSTEMS WITH THIS PROJECT. * BOX WILL BE MONITORED DAILY BY FOREMAN TO
PREVENT OVERFLOW OR OVERWEIGHT CONDITIONS. WHEN THE FREE BOARD GETS TO WITHIN 18" THE FOREMAN WILL CALL FOR REMOVAL. * ALL WASHOUT SLURRY WILL BE TAKEN TO AN APPROVED DUMP SITE BY
APPROVED HAULER. * SEE ATTACHED SWPPP SHEET FOR CONTRACTORS EMERGENCY SPILL PROCEDURES FOR CONCRETE SPILLS. * CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT
ON SITE. * SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE. AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE TRUCKS, PUMPS RIGS AND
CWO. * THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. * AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL
BE REMOVED, FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. * WHEN THE CONCRETE WASHOUT ARE IS REMOVED. THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED
IN A MANNER APPROVED BY THE INSPECTOR. CONTAINER WITH WATERPROOF (10 MIL MIN.) PLASTIC LINER SUPPLIED BY APPROVED HAULER SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA Maintenance:
* Inspect daily * Reshape pad as needed for drainage and runoff control. * Top-dress with clean aggregate as needed. * Immediately remove mud and sediment tracked or washed onto public
roads. * Flushing should only be used if the water from the construction drive can be conveyed into a sediment trap or basin. Installation: 1. Remove all vegetation and other objectionable
material from the foundation area. 2. Grade the foundation and crown for positive drainage. Install a culvert pipe under the pad if needed to maintain proper public road drainage.
3. Place geotextile fabric on the graded foundation to improve stability. 4. Place aggregate (NO. 2 Stone) to the dimensions shown above, leaving the surface smooth and sloped for
drainage. 5. Top-dress the drive with washed INDOT No. 53 aggregate (optional). 6. Where possible, divert all storm water runoff and drainage from the temporary construction entrance
to a sediment trap or basin. Materials: 1-2.5 inch washed aggregate (INDOT CA No. 2) 0.5-1.5 inch washed aggregate (INDOT CA No. 53) (optional), used primarily where the purpose of
the pad is to keep soil from adhering to vehicle tires. Geotextile fabric underlayment; used as a separation layer to prevent intermixing of aggregate and the underlying soil material
and to provide greater bearing strength when encountering wet conditions. Dimensions: Width- 16 feet minimum or full width of the entrance/drive, whichever is greater. Length-150 feet
minimum or full length of the entrance/drive, if over 3 Ac. distrubed area Thickness- 12 inch minimum ADLS SUBMITTAL 12-19-2018 UNTRENCHED TRENCHED OR Filter Sock 9"Ø Min.Stake Stake
Flow Flow 18" Min. Lap Filter Sock (Typ.) 4' Max. Spa. Stake (Typ.) SECTION A-A Filter Sock 9"Ø Min. Wood Mulch or Compost To Half Height of Log Flow Area To Be Protected Work Area
A A NOTE: All Filter Sock ends need to be tied into slope to force water to go through the middle of device. 6" Min. 6" Min. ENGINEERING REVISIONS 8-27-2019 2 2 2 2
VINE_HEALTHARE_ADDITIONS-C8-SWPPP.pdf C8-SWPPP
SWPPP & KEELER-WEBB ASSOCIATES 1805-008 PROPOSED BUILDING VINE HEALTHCARE SRS ARCHITECTS INDIANA DESIGN CENTER 200 S. RANGELINE ROAD CARMEL, IN 46032 PH: 317.989.6248 40 NORTH RANGELINE
ROAD CARMEL, IN ENGINEERING REVISIONS 8-27-2019 2 ENGINEERING REVISIONS 9-26-2019 3 3