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APPROVAL PENDING
NOT FOR CONSTRUCTION
GRAPHIC SCALE
CONTACT:
CARMEL UTILITIES (317) 571-2648 FOR WATER LOCATES
FOR SANITARY SEWER LOCATES
CONTACT: CLAY TOWNSHIP REGIONAL WASTE DISTRICT
(317) 844-9200
STORM SEWER FOR THIS PROJECT WILL BE PUBLIC.
ALL STORM SEWERS WITHIN PUBLIC RIGHT-OF-WAY SHALL
BE RCP CLASS III.
NOTE:
FOR STORM AND PIPE CHARTS SEE SHEET C202
EXISTING CONTOUR
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED GRADE
PROPOSED CONTOUR
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED WATER LINE
PROPOSED SWALE
PROPOSED 5' & 8' SIDEWALK (BY HOME BUILDER)
(DEVELOPER SHALL INSTALL SIDEWALKS ALONG ALL COMMON AREAS)
DENOTES REAR PROTECTION GRADES
LOT NUMBER
PAD ELEVATION
DENOTES FRONT PROTECTION GRADES
PROPOSED 6" DUAL WALL HANCOR HI-Q TYPE 4
UNDERDRAINS UNDER CURB.
MIN. FINISH FLOOR ELEV. IS BASED OFF OF THE BELOW
CRITERIA, WHICHEVER IS HIGHER:
1. (1) FOOT ABOVE THE NEAREST UPSTREAM
OR DOWNSTREAM SANITARY MANHOLE
WHICH EVER IS LOWEST.
2. 15" (1.25') ABOVE THE ROAD ELEVATION
3. 6" (0.5') ABOVE THE M.L.A.G
MINIMUM FLOOD PROTECTION GRADE
MINIMUM LOWEST ADJACENT GRADE
LEGEND
RISER TC
DUAL WALL, HANCOR
HI-Q TYPE 4 SSD
(SIZE NOTED ON PLANS)
4" SSD TO LOT
CONSTRUCTION LIMITS
XXX.X
DRAINAGE SUMMARY
REFERENCE SHEET C200-C201 FOR DRAINAGE
SUMMARY INFORMATION.
EMERGENCY FLOOD ROUTING
EMERGENCY OVERFLOW PONDING
(FOR 100 YEAR STORM ASSUMING ALL INLETS ARE
COMPLETELY CLOGGED.)
MATCH LINE "A" MATCH LINE "A"
MATCH LINE "A" MATCH LINE "A"