The Lowcountry’s Hometown PO Box 700 | Moncks Corner, SC 29461 | 843.719.7900 | monckscornersc.gov

The following addendum is provided to clarify proposed changes to the final design of the subject project released for bid March 5, 2018. Item 1 – Answers to questions from Preproposal meeting and by email before 3/4/2018

Those sheets are attached to this Addendum

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Jeffrey V. Lord

CPR ENGINEERING SOLUTIONS, LLC

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DESIGN AND CONSTRUCTION SERVICES

April 2, 2018 Mr. Jeff Lord Town Administrator Town of Moncks Corner 118 Carolina Avenue Moncks Corner, SC 29461 Jeff.Lord@monckscornersc.gov RE: Moncks Corner Recreation Complex Concessions Stand and Press Box Design Pre-Bid Question Responses

Mr. Lord: The following memo is provided to clarify contractor questions related to the final design of the subject project released for bid March 5, 2018. Item 1 – Grease Trap

A. Knights Precast 500 Gal grease trap is an approved alternate. Cut sheet of approved Knights grease trap is provided for reference.

Item 2 – Site Work – reference attached mark up of Stantec Master Grading Plan

A. Contractor to include stripping 8” of existing soil under concessions stand and press box, subgrade prep and granular compacted fill necessary to achieve specified finished floor elevation. Granular fill to be placed in 6” lifts, compacted to 95% standard proctor and/or proof-rolled, per Owner’s Representative (ECS).

o Concessions Stand FF El= 52.5’ o Press Box FF El= 51.5’

B. Contractor to include 120LF of silt fence in bid to low of concessions stand site C. Contractor to include (3) Ea Type A inlet protection for existing grate inlets in project area D. Contractor to include (1) construction entrance, SCDHEC standard type. E. Contractor to include demolition/disposal of existing sidewalk within limits of new press box. New press box

sidewalk to tie into existing sidewalk grade. Item 3 – Electrical

A. Contractor to include costs associated with relocating (3) existing weatherproof panels at Concessions Stands site to rear exterior wall of Concessions Stand. Photo of panels is provided attached for reference.

Item 4 – Mechanical

A. Contractor to install HVAC system per code to accommodate drywall ceiling in lieu of drop ceiling attachments. Revised mechanical drawings/details to be provided later.

Item 5 – Press Box Windows

A. North and South Center Windows to be 5050 Fixed (no grid) – see revised elevations and floorplans attached B. Pella 350 Series Vinyl Windows are an approved alternate, exterior color per Owner

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Item 6 – Concession Stand Windows A. Transom windows to be Pella 350 Series Vinyl Windows or approved alternate B. 8’x5’ service windows to be custom aluminum clad storefront with (2) sliding openings per each window,

color per Owner selection. See revised elevations attached for details. Please do not hesitate to contact me with any questions or concerns you may have. Sincerely, Caleb P. Rodgers, P.E. Principal Engineer/Owner 843-860-3293 calebprodgers@outlook.com

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INSULATE DRAIN ANDPIPES TO MEET ADA

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36" GRAB BAR

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MOISTURE RESISTANT GYPSUMWALLBOARD W/

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FLOOR PLAN LAYOUT - CONCESSIONS STANDAA100 SCALE: 1/4" = 1'-0"

SCALE: 3/8" = 1'-0"

Toilet Details / Mounting hts.2A100

FLOOR PLAN DETAIL - CONCESSIONS STAND1A100 SCALE: 1/4" = 1'-0"

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FIRST FLOOR PLAN - PRESS BOX1A100 SCALE: 1/2" = 1'-0"

SECOND FLOOR PLAN - PRESS BOX2A100 SCALE: 1/2" = 1'-0"

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SCALE: 1/2" = 1'-0"

AS300

SECTION A-A

SCALE: 1/2" = 1'-0"

BS300

STAIR ELEVATION

FF EL=52.5

SLOPE PERIMTER SIDEWALKS TOMATCH EXISTING SIDEWALK

FF EL=51.5PRESS BOX

DEMO/HAUL OFF SITE EXISTINGSIDEWALK WITHIN FOOTPRINT OFPRESS BOX

MATCH GRADE - SLOPE SIDEWALKLESS THAN 0.2% THIS END TO ENSUREAREA FOR ADA COMPLIANT ACCESS

INSTALL APPROXIMATELY 120 LF SILTFENCE THROUGHOUT CONSTRUCTION

CONSTRUCTION ENTRANCE, INLOCATION OF FINAL PARKINGENTRANCE

REGRADE HIGH POINT TO PROMOTEPOSITIVE DRAINAGE AWAY FROMSTRUCTURE

FACILITIES MARK UP - 4/2/18

Reliable Sanitary Sewer Products and Installation with

Dependable Service

500 GAL. 6 reeta._ Tap (1 PC, WITH LID w/ baffle)

AC.A0-I1 LK I 'IUT11.1i, KNIGIIDS soo gal.

SPECIFICATIONS: 1. 3,000 PSI CONCRETE 2. WALLS REINFORCED WITH 6x6x10.10 WIRE MESH 3. BOTTOM REINFORCED WITH MOW° WIRE MESH 4. LID REINFORCED WITH 64 GRADE 60 REBAR 5. 14x14' PLUG IN CENTER OF TOPSLAB 6. TANK GUARANTEED 2 YEARS AGAINST FAILURE DUE TO POOR

WORKMANSHIP & MATERIALS TIIRU MANUFACTURER ]. TANK WEIGHT" 5.030 LBS. al. LID WEIGHT= 1.155 LBS.

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1' MIN. THICKNESS AT ANY UNUSI3) KNOCKOUTS,

51'

END VIEW 4

BASEWEI

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DEPT C TANK -77 P.O. Box 3407 Summerville, SC 29484-3407, (843)873-3930

39' 44_ dl

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