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Meyer Judgment Sealed

of 90

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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          IT IS THE RESPONSIBILITY OF THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       N                                                                              CONTRACTOR TO CONTACT THE RELEVANT
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     AUTHORITIES TO CONFIRM THE LOCATION OF
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        ALL EXISTING SERVICES PRIOR TO THE
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          COMMENCEMENT OF EXCAVATION



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              LEGEND
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                           Peg
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Found


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     Peg
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    Found                                                                                                                 A               STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          CATCHMENT LABEL
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      Area Not Survey                                                                                                                                                                                                                                    STORMWATER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            ed
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         CATCHMENTS
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         PROPOSED SEWER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             B3                                                                                                                                                                                                                                          EXISTING SEWER

                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  A3
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         STORMWATER
                                                                                                                                                                INFILTRATION TRENCHES                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          39
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .5
                                                                                                                                                                                    31.5
                                                                                                                                                                                   32.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               40
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                43.0     CONTOUR AND LABEL
                                                                                                                                                                                  32.5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         40.5
                                                                                                                                                                                  33.0
                                                                                                                                                                                 33.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    PROPOSED LOT 51                                                                       41.0                                                                                                                           EX BIODIVERSITY BDY
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          41.5
                                                                                                                                                                                34.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          42.0
                                                                                                                                                                               34.5
                                                                                                                                                                              35.0                                                                                                                                                                                                                                                           PROPOSED LOT 50                                                                                                                                                                                                                                                                                             42.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         NEW COVENANT BDY
                                                                                                                                                                                       Peg
                                                                                                                                                                             35.5 Found
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         43.0
                                                                                                                                                                             36.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       MICRO PILES. REFER
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         43.5
                                                                                                                                                                            36.5                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        GEOTECHNICAL ENG.
                                                                                                                                                                            37.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     44
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          .0
                                                                                                                                                                             37.5
                                                                                                                                                                              38.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              44.5
                                                                                                                                                                               38.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            45.0
                                                                                                                          ROOF AREAS TO CONNECT TO                              39.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             43.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              .5 42.
                                                                                                                                                                                 39.5
                                                                                                                                 INFILTRATION TRENCH.                             40.0 40.5
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   43.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        45.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        42




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              44.0
                                                                                                                                                                                           41.0
                                                                                                                                                                                                                                                                                                                                                                                                                         NE



                                                                                                                          INDICATIVE BUILDING OUTLINE
                                                                                                                                                                                                                                                                                                                                                                                                           A ZO


                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    46.0
                                                                                                                                                                                                                                                                                                                                                                                                      AL
                                                                                                                                                                                                                                                                                                                                                                                            D KO
                                                                                                                                                                                                                                                                                                                                                                                       AN
                                                                                                                                                                                                                                                                                                                                                                            SITY


                                                                                                                                                                                          41.5
                                                                                                                                                                                                                                                                                                                                                                      IVER



                                                                                                                                               SHOWN.
                                                                                                                                                                                                                                                                                                                                                               BIOD
                                                                                                                                                                                                                                                                                                                                                    E OF


                                                                                                                                                                                           42.0                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            46.5
                                                                                                                                                                                                                                                                                                                                               LIN




                                                                                                                                                                                            42.5                                                                                                                                                                                                                                                                                                                                                                              45.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      //
                                                                                                                           3
                                                                                                                               Sewer M/H                                                     43.0                                                                                                                                                                                                                                                                                                                                                                             45.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   //
                                                                                                                                                                                               43.5




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 //
                                                                                                                                                                                                                                                                                                                                                                             .5
                                                                                                                                                                                                                                                                                                                                                                           44 45.0 45.5 .0                                                                                                                                                                                                                                                                                                                              47




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              //
                                                                                                                                                                                                                                                                                                                                                                                      46                                                                                                                                                                                                                                                                                                                                     .0
                                                                                                                                                                                                                                                                    44.0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      EXISTING
                                                                                                                                                                                                                                                                                                  //            //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              //
                                                                                                                                                                                                                                                //        //        //              //                                     //         //             //          //          //            //             //                 //                  //
                                                                                                                                                                                                                  //        //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            1
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                  46.0




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             //
                                                                                                                                                                                                                                                                                                                                                                                                                    //
                                                                                                                                                                                                                 //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            //
                                                                                                                                                                                                                                                                                                                                                                                                                    //
                                                                                                                                                                                                                 //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      HIGHSET




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         //
                                                                                                                                                                                                                                                                                                                                                                                                                    //
                                                                                                                                                                                                                 //
                                                                                                                                                                                      Timber Fence on Existing
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                Sewer M/H




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         //
                                                                                                                                                                                                                                                                                                                                                                                                                    //
                                                                                                                                                                                                                 //
                                                                                                                                                                                                                                                                                                                                                                                                                                       //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        INDICATIVE BUILDING




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        //
                                                                                                                                                                                                                                                                                                                                                                                                                                            //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                      DWELLING




                                                                                                                                                                                      Block Retaining Wall
                                                                                                                                                                                                                 //




                                                                                                                                                                                                                                                                                                                                                                                                                                            //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       //
                                                                                                                                                                                                                 //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            48




                                                                                                                                                                                                                                                                                                                                                                                                                                            //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    //
                                                                                                                                                                                                                                                                              INDICATIVE BUILDING                                                                                                                                                                                                                                                                                                                                                                                                                          .0




                                                                                                                                                                                                                 //




                                                                                                                                                                                                                                                                                                                                                                                                                                            //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    //
                                                                                                                                   GROUND AREAS TO BE




                                                                                                                                                                                                                 //




                                                                                                                                                                                                                                                                                                                                                                                                                                            //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   //
                                                                                                                                                                                                                 //




                                                                                                                                                                                                                                                                                                                                                                                                                                            //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                //
                                                                                                                               DIRECTED TO INFILTRATION




                                                                                                                                                                                                                 //




                                                                                                                                                                                                                                                                                                                                                                                                                                            //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              48.5




                                                                                                                                                                                                                 //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               //
                                                                                                                                                TRENCH                                                                                                                                                                                                                                                                                                                                                                                                                                            B1




                                                                                                                                                                                                                 //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                              //
                                                                                                                                                                                                                 //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          //
                                                                                                                                                                            Sewer M/H




                                                                                                                                                                                                                 //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          //
                                                                                                                                                                                                                                                                                                                                                                                  A1




                                                                                                                                                                                                                  //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Sewer M/H




                                                                                                                                                                                                                  //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         Not Located




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         //
                                                                                                                                                                                 2




                                                                                                                                                                                                                  //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     49
                                                                                                                                                                                                                 //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        43




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     //



                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                   .0
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        B2



                                                                                                                                                                                                                 //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    //
                                                                                                                                                                                                                  //




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             EXISTING LOT 3



                                                                                                                                                                                                                  //
                                                                                                                                                                                                                                                                                                                          A2


                                                                                                                                                                                                                  //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         EXISTING LOT 2                                                                                                                                                             49.5                       Nail in




                                                                                                                                                                                                                                                                                                                                                                                           41
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                             ON SP265108

                                                                                                                                                                                                                  //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                    //        //                                                                                                                                                                                                              Wall Found


                                                                                                                       EXISTING
                                                                                                                                                                                                                  //




                                                                                                                                                                                                                                                                                                                                                                                                                                                           //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                         ON RP220514

                                                                                                                                                                                                                  //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            W Meter




                                                                                                                                                                                                                                                                                                                                                                                                                                                           //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          Meter


                                                                                                                                                                                                                  //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                W




                                                                                                                                                                                                                                                                                                                                                                                                                                                           //
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                            W        W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        W                 W
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                    W




                                                                                                                       HIGHSET
                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                W
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