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• Site engineerft engineerdesign that is + C , sty #)yam noldre will be adaptable during <br />extreme weatherevents aW : ` <br />Site engineering design that bmft. wcdpd ► ) mWaunities tluough <br />enhancement by strategically t ; 4 W*ITMM. of 1.1 :(Average width a <br />feet) of historic existing i pair td4w created ht ,tt eo Wises. <br />• Site engineering design that establishes an elevation, .nf t: to the natural <br />recruitment of typical mangrove marsh native plant spelt . in a tegion. <br />• Site engineerin design that incorporates all previously o4ected-Mvey 4sta and associated <br />parovWed by CAI and CLIENT <br />• ate w0ftrin.9 design that includes standard practices for erosion control measures and <br />protectifts for imperiled species potentially occurring at the project site <br />Site engineering reign of suffickut quality and specifications for inclusion in the application <br />for coftInmental permit required for the construction phase (application to be <br />by CL <br />Site eng'utcftixtg 400iP V#W minimizes Iong-term maintenance, management, and capital <br />Costs <br />3: SCOPE OF SMVXW <br />Based the Project, ibJacti dw DESIGN TUM' jo. assist thwC41PWt <br />partners with the restoration of the SORCA, <br />irhpounent by pravii the A4044,44k <br />engineering services: <br />Task 1 -Site P eluding two she vsita 8fications, and drafting of initial <br />design elements.�o design plan vili be DWON TEAM rt$ the <br />CLIMT: <br />TWk - Based on the 60%plaareview and assessment + + . <br />IUM *W mop a set: of 90% deWplans :and sub r review y 6p MWt. <br />Tak 3- final revisiom drafting, sobahook sW C eifications. Based on the 90% plan review <br />and. Win# of roject costs and ` <br />project p (iN TEAM will develop a set of final design. <br />Phm with key elements such as gra ui p �ass-s"tinal views, erosion control <br />meesum, constmetion specifications, and any pttt�n measures. Fired <br />pest ready design plans and engineer .es r *Q0fia submitted by the <br />DESIGN TEAM to the CL <br />228 <br />