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B001 Plat-Sheet 1.pdf Sheet 1
B001 Plat-Sheet 2.pdf Sheet 2
B001 Plat-Sheet 3.pdf Sheet 3
B001 Plat-Sheet 4.pdf Sheet 4
C001 Cover Sheet-C001.pdf C001
C100 Topographical Survey-C100.pdf C100
C200 Site Development Plan-C200.pdf C200
C200 Site Development Plan-C201.pdf C201
C202 Emergency Flood Route-C202.pdf C202
C300 Storm Water Poll. & Prev.Plan-C300.pdf C300
C300 Storm Water Poll. & Prev.Plan-C301.pdf C301
C300 Storm Water Poll. & Prev.Plan-C302.pdf C302
C300 Storm Water Poll. & Prev.Plan-C303.pdf C303
C300 Storm Water Poll. & Prev.Plan-C304.pdf C304
C300 Storm Water Poll. & Prev.Plan-C305.pdf C305
C400 Street Plan and Profile-C400.pdf C400
C401 Utility Plan-C401.pdf C401
C402 Paving & Curb Policy-C402.pdf C402
C402 Paving & Curb Policy-C403.pdf C403
C600 Storm Plan & Profile-C600.pdf C600
C700 Water Plan-C700.pdf C700
EX. DRY DETENTION #2 (DD2) EX. BASIN (VS4)EX. BASIN 149 > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o > o o o 876 877 878 880 879 S 881 30'
B-B LARSON DRIVE ANTIQUITY DRIVE LARSON DRIVE CHERRY CREEK BOULEVARD (BY OTHERS) 64' R/W BIKE PROMENADE * VAR. S.S.E. & L.M.A.E. 8" VALVE POOL 308 SQ.FT. TYPE III C/O 30' B-B 28'
B-B TYPE III C/O TYPE III C/O 2" COPPER SERVICE LINE 28' B-B 30' B-B 12' 12' 8" VALVE 64' R/W BIKE PROMENADE 8" TEE 8" DI WATER MAIN > o o o > o o o > o o o > o o o > o o o > o o o
> o o o > o o o > o o o 25' B.L. DENOTES TURF REINFORCEMENT MATTING (TRM) 4'x4' TRANSITION MAT. (SEE SHEET C305 FOR DETAILS) * 8" VALVE * * * * * W W W W W W W W W W W W W W KIDDIE
POOL 2,054 SQ.FT. BLOCK "AM" 12' 60.75' R/W BIKE PROMENADE 50' R/W 30' B-B 10' ASPHALT PATH (BY OTHERS) * 10 BICYCLE PARKING SPACES @ 2.5'X6' 1' BERM 25' D.&U.E. & B.M.P.E. VAR. D.&U.E.
& B.M.P.E. 12' ASPHALT PATH12' ASPHALT PATH x x xx xxxxxx x x x x x x x x x x xx 11' VAR. B.L. VAR. B.L. 15' D.&U.E. 39' R/W 25' R/W VAR. D.&U.E. &B.M.P.E. BACKFLOW DEVICE AND METER
LOCATED INSIDE BUILDING CURBSTOP SEE DETAIL DATEMARKREVISIONSBY CERTIFIED: S & A JOB NO. SHEET NO. DRAWN BY: CHECKED BY: THIS DRAWING IS NOT INTENDED TO BE REPRESENTED AS A RETRACEMENT
OR ORIGINAL BOUNDARY SURVEY, A ROUTE SURVEY OR A SURVEYOR LOCATION REPORT. S T O E P P E L W E R T H A L W A Y S O N 7965 East 106th Street, Fishers, IN 46038-2505 phone: 317.849.5935
fax: 317.849.5942 WATER PLAN C700 REVISED PER REVIEW COMMENTS 4/16/19PCW ADD NOTE THAT METER WILL BE INSIDE SET 6/27/19BAH 30' 30' 0 15' 1" = 30 FT 55115PLA-AA AMENITY AREA at LEGACY
JSM BAH CARMELHAMILTON COUNTY, INDIANA 1/04/18 D P I T E S G E E O T S R P R T E W L E D E H V A D I R J. A D N I N A I E E G N I R E N O I L A N S F E P R O STATE OF S File Name:S:\55115PLA-AA\DWG\
C700 Water Plan.dwg - C700 Modified / By:April 19, 2019 7:17:28 AM / pwhite Plotted / By:June 27, 2019 12:57:45 PM / Brett Huff Know what'sbelow. before you dig.Call 5 M PROPOSED HYDRANT
W/6" VALVE VALVE BLOW OFF ASSEMBLY REDUCER EX. WATER METER EX. WATER VALVE EX. FIRE HYDRANT LEGEND NOTES: NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED STORM WATER
MANAGEMENT PERMIT. FOR INSTALLATION OF SANITARY AND WATER UNDER CITY STREETS AND COVER REQUIREMENTS, SEE THE TRENCH DETAIL ON SHEET C700. THERE ARE TO BE NO WATER VALVES OR MANHOLES
WITHIN THE PAVEMENT, CURB, OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS. ALL WATERMAIN SERVICE LINES TO TERMINATE 5 FEET BEHIND SIDEWALK AND MARKED WITH A 4" PVC PIPE WITH A PAINTED
BLUE TOP. POSI-CAPS OR EQUIVALENT IS REQUIRED ON ALL WATER VALVE INSTALLATION AND MEGA LUGS MUST BE INSTALLED AT ALL MECHANICAL JOINTS. ALL DUCTILE IRON WATERMAINS SHALL BE BEDDED
IN SAND, FROM THE BOTTOM OF THE TRENCH TO 12" ABOVE THE PIPE INSTALL WATERMAIN TRACER WIRE WITH ALL WATER MAINS LAID AND BLUE REFLECTOR TAPE MUST BE INSTALLED 12" TO 18" ABOVE ALL WATERMAINS
LAID, ALL WATERMAINS SHALL BE DUCTILE IRON AND INSTALLED PER THE CITY OF CARMEL SPECIFICATIONS FULL DEPTH GRANULAR BACKFILL PER CITY STANDARDS SHALL BE PLACED FOR ALL STREET CROSSINGS
FIRE HYDRANT MARKERS TO BE INSTALLED IN THE STREET PAVEMENT PERPENDICULAR TO THE FIRE HYDRANT. ONLY MUELLER HYDRANTS AND VALVES MAY BE USED. LENGTH OF IPE TO BE RESTRAINED PRESSURE
PIPE JOINT RESTRAINT TABLE IN EACH DIRECTION FROM 1/4 OF BEND BASED ON 150 psi TEST PRESSURE DEGREE OF BEND & PLUGS 90°, TEES 45° 22-1/2° 11-1/4° 6" 8" 10" 12" 14" 16" 18" 20" 24" 30"
27' 35' 42' 50' 58' 65' 73' 80' 95' 115' 7' 9' 11' 13' 15' 17' 19' 21' 24' 29' 3' 4' 5' 6' 7' 8' 9' 10' 12' 14' 2' 2' 3' 3' 4' 4' 4' 5' 6' 7' RESTRAINED JOINTS SHALL BE MECHANICAL JOINT
WITH RETAINER GLANDS, US PIPE TR FLEX JOINT SYSTEM, US PIPE FIELD LOK GASKET SYSTEM. NOTE: THE ABOVE RESTRAINED JOINT LENGTHS ARE MINIMUM LENGTHS THE DESIGN ENGINEER SHALL DETERMINE
IF LONGER LENGTHS ARE REQUIRED. EX. HYDRANT EX. 8" MAIN COMPLETED W/ SCHERRY CREEK BOULEVARD
C800 Details-C800.pdf C800
C800 Details-C801.pdf C801
C800 Details-C802.pdf C802
C800 Details-C803.pdf C803
C900 Landscape Plan 2018-01-18.pdf
C900_Landscape Plan_2018-01-18.pdf
Legacy-Amenity_Landscape Plan_2019-03-01.pdf