MEMORANDUM
FILE: ST. ANDREWS CONDOMINIUMS
DATE: JANUARY 15, 2008
REPORT BY: WILLIAM J. HAWKINS, III

MEETING OF JAN. 15, AGENDA ITEMS

1. REVIEW OF PROPOSALS FOR CLIFF/ROCK STABLIZATION, CHARLES LANE

2. SELECTION OF STRUCTURAL/CIVIL ENGINEER
            A.   KPFF, JOSH RICHARDS (Structural),  MATT DOYLAN (Civil) (503) 227-3251
                  Estimate (Structural): $78,200 (based on plans without a Basement)
            B.   WDY, Jim Gipe (Structural) (503) 203-8111
                  Estimate (Structural); $63,800 + $5,000 for Basement if used

3. ACOUSTICAL: Listen Acoustics, Toby Cooley (503) 241-5255 (Phone message sent)

4. ROCK REMOVAL: Roy Renner Trucking, Inc. (503) 846-1512

5. ISSUES TO RESOLVE:
            A. ADJUSTMENTS: Front Setback, Side Setback, Height variance,
            B. BASEMENT: Need to resolve locations of Elevator Equipment Room, Garbage
                  & Recycling, Condo. Storage areas, Elec. meters, etc. If there is no Basement
                  it will be necessary to locate storage at the Garage Level or in the individual
                  apartments. 
            C.TRANSPORTATION, CITY STREETS 
                The sidewalk level is about 6 risers below Garage Level, requiring steps on the
                 public right of way. Other solutions will be studied, such as lowering the Lobby to
                 to sidewalk level. But these may offer insolutable ADA connections to parking in the 
                 garage, and it may need to be appealed.
            D. Berm at S.E. corner of property cannot be removed without a retaining wall. 
                Retaining walls on the public right of way are not allowed. Therefore, the
                the site plan shows retaining the berm. However, it is planned that the Stair Tower
                at the back of the building will exit to the Garage terrace level and down the berm.
                this will need approval.
            E. MEETING ROOM AT FIRST FLOOR: Will require ADA lav, for both Men and Women.
            F. ROOF AND TERRACE RAIN WATER: There must be on site retention for this water,
                and it cannot enter a bio-swail on the street right of way.
            G. STRUCTURAL COLUMNS AT GARAGE LEVEL: The number of columns determines
                the depth of the beams which support the building above the garage. More columns
                suggest smaller columns, and few columns require larger ones. Cost may be the
                determining factor.

7. GOOSE HOLLOW PLANNING COMMITTEE: A letter outlining the meeting we had with them
    has been requirested from Jerry Powell, Chair of Committee.

8. PROJECT GOALS, ROLES, CO-ORDINATION PROCEDURES BETWEEN CLIENT,   
    CONSTRUCTION MANAGER AND ARCHITECT

9. ESTIMATED CONSTRU CTION BUDGET VIS A VIS ARCHITECTURAL FEE