Page 116 - Michigan City, IN US Highway 421 Corridor Plan
P. 116

4.8 Utilities



                                                                   SERVICE
                   Figure 4.34, Greenfield Development Area B: Dunes Plaza - South Utilities Improvements                      Figure 4.35, Redevelopment Area C: 421/20 Northeast Quadrant Utilities Improvements
                                                                  10"
                          12"                                                                EXISTING LIFT STATION
                                                                          CONNECT NEW SANITARY SEWER            12"                             12"
                                                                          INTO EXISTING LIFT STATION.
                                                                          LIFT STATION DESIGN PUMPING   10"
                                                                          CAPACITY = 643 GPM.         SERVICE                                                     Jefferson St.

                             12"          8"
                                                                                                               12"     12"                12"                                                                                      EXISTING 48” STORM SEWER
                          Southwind Dr.                                                         EXISTING FORCE MAIN.
                                   6"                                                                                                                                                                       EXISTING FIBER OPTICS AT THIS
                                                                                                                                         12"       CONNECT NEW SANITARY SEWER                               LOCATION CAN BE EXTENDED TO
                                                                                                                                                   EAST OF S FRANKLIN ST. INTO
                                                                                                                                                                                                            SERVE REDEVELOPMENT NORTH
                      Ohio St.                                                                                                  10"                EXISTING 12” SANITARY SEWER   TAP INTO EXISTING 12"      OF US HIGHWAY 20 AND ALONG
                                                                                                                                SERVICE
                                                                                                                                                   ON EAST SIDE OF S FRANKLIN ST.
                                                                                                                                                                                                            CLEVELAND AVENUE.
                                                                                                                                               EXISTING 12”  STORM DRAIN      FOR REDEVELOPMENT NORTH                         Cleveland Ave.  EXISTING 24” SANITARY SEWER
                                                                                                                                                                              WATER MAIN AS NECESSARY
                                                                                                                                                   AS NECESSARY.
                                                                                                                                                                              OF US HIGHWAY 20.
                          12"                                                                                                                     Kintzele Rd.                                            EXISTING 12” SANITARY SEWER
                                                                      PROVIDE NEW SANITARY                                                                   AREA WILL LIKELY NEED                        EXTEND EXISTING 8” SANITARY
                                                                      SEWERS AS NECESSARY                                                      12"           STORM SEWERS TO                              SEWER AS NECESSARY.
                                                                      AND DRAIN TO EXISTING                                                                  ACCOMODATE                    EXISTING 8” SANITARY                 12"  EXISTING 48” STORM SEWER
                                         NEW STORM SEWER              LIFT STATION.                                                                          REDEVELOPMENT.                SEWER
                                         NECESSARY TO                                                                                                        CONNECT TO EXISTING 48”
                                         ACCOMODATE                                                                                                          STORM SEWER ON
                                         REDEVELOPMENT.                                                                12"                                   CLEVELAND AVENUE.
                                         DRAIN NORTH TO                                                    EXISTING STORM NETWORK             Alderson Ct.                                                                       12"
                                         STRIEBAL ARIN                                                     CAN CONTINUE DRAINING         12"
                                                                                                                                              12"
                                                                                                           INTO STRIEBEL ARM UNDER
                                                                              TAP INTO EXISTING 10” AND 12"   US HIGHWAY 20.                                                                                              12"  20"
                                                                              WATER MAIN AS NECESSARY FOR                                   S. Franklin St.                  EXISTING 8”
                               EXISTING FIBER OPTICS AT THIS                  REDEVELOPMENT                                                                                  SANITARY
                               LOCATION CAN BE EXTENDED TO                    WEST OF US HIGHAY 421.                                                                         SEWER
                                         Crestwood Dr.
                               SERVE REDEVELOPMENT WEST OF                                                                             12"    12"                                                                                 20"
                               HIGHWAY 421.                                                                                     12"                                12"                             12"           20                       20"
                                                                                                               12"     12"                                                                                    EXISTING 42” STORM SEWER    Pahs Rd.
                                                                                                                 421                               20"                               20"                                20"
                                                                                                                                          EXISTING 12”  SANITARY SEWER  12"
                                           Village Rd.


                              Water                                                                                                        Water                                                                                             DRAIN INTO EXISTING 30”
                                                                                               0      200    400                                                                                               0     200    400                 STORM SEWER ON   CLEVELAND AVENUE
                              Proposed Sanitary Sewer                                                                                      Proposed Sanitary Sewer

                              Existing Sanitary Sewer                                                                                      Existing Sanitary Sewer

                              Fiber Optics                                                                                                 Existing Storm Sewer

                                                                                                                                           Fiber Optics











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                                                                                                                                                                    Adopted: August 16, 2016          Redevelopment Scenarios  4.0
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