This addendum forms a part of the Contract Documents dated: August 10, 2012.

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Bernard Parrish
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1 Addendum # 1 Date Issued: August 28, 2012 Issued By: Project: Owner: Renker Eich Parks Architects 1609 Dr. Martin Luther King Street North St. Petersburg, Florida Ph# (727) Fax # (727) tmiller@reparch.com MIRAMAR EST + HEAT FACILITY At The SNAKE CREEK TRAINING SITE CFMO NO: Department of Military Affairs Construction & Facility Management Office Post Office Box 1008 St. Augustine, FL This addendum forms a part of the Contract Documents dated: August 10, This Addendum serves to clarify, revise, and supersede information in the Contract Manual and Technical Specifications, Drawings, and previously issued Addenda. Portions of the Addendum affecting the Contract Documents will be incorporated into the Contract by enumeration of the Addendum in the Owner/Contractor Agreement. All of these items are hereby incorporated into the project and made a part of the project just as though they were included in the Contract Manual and Technical Specifications, and Drawings, Construction Document Submittal Dated August 10, The Contract Manual and Technical Specifications, and Drawings, for this project are amended as follows: General Items Mandatory Pre-Bid Agenda: Attached is the Mandatory Pre-Bid Agenda. 2. Mandatory Pre-Bid Sign In Sheet: Attached is the Mandatory Pre-Bid Sign In Sheet.

2 Addendum #1 MIRAMAR EST + HEAT FACILITY At The SNAKE CREEK TRAINING SITE Page 2 Reissued Drawings 1.02 This Addendum includes the following attached Revised/Reissued Drawings (reason: Extended Building Pad) 1. Civil Sheets - C-1 Paving Grading Drainage & Utility Plan, Addenda No1 Reissued C-2 Utility Plan, Addenda No1 Reissued C-3 Erosion and Sedimentation Control Plan, Addenda No1 Reissued C-4 Details and Specifications, Addenda No1 Reissued C-5 Details and Specifications, Addenda No1 Reissued Added Drawings 1.03 This Addendum includes the following attached Added Drawing (reason: Extended Building Pad) 1. Civil Sheets - C-5 Details and Specifications, Addenda No1 Reissued Attachments As stated above. End of Addendum #1 Attachments: As stated above Distribution: DMA/CFMO Mr. Joe Poltis Mr. Bunk Crosby Mr. Butch Hersey G:\2012\1211 EST + HEAT Miramar DMA\B and N\Addenda\ADD doc

8 W. INV ELEV ' RIM ELEV ' PAD SHALL BE PAD TO EXTENDED AT A MINIMUM OF 4FT ONSITE THAT ALL SW. INV ELEV ' (TYP) INSTALL TYP 'C' DB INLET RIM ELEV ' EXISTING (TYP) INV ' 12" MES RELOCATED PAD (SEE DETAILS) AROUND EXTENSION TO BE EXISTING FENCE BE EXTENDED FOR EMT. PAD CONSTRUCTION SHALL BE BASED ON THE HEAVY DUTY PAVEMENT DETAIL AND THE TIERRA GEOTECHNICAL REPORT DATED 07/25/11. FROM THE PERIMITER WITH A MINIMUM POSITIVE SLOPE TO SLOPE OFF TO EXISTING GRADE. CONTRACTOR SHALL CONFIRM ELEVATIONS SLOPE TOWARDS DRAINAGE SYSTEM. GENERAL NOTES: EST HEAT FACILITY F.F.E. = 7.7 NGVD STORAGE ( 5,000 SF) GRADING NOTES: FOR ARCHITECTURAL PLANS DETAILS SEE MATCH GRADE EXISTING PROJECT AREA SHOWER TRAILER ADMIN GRADE MATCH EXISTING S. INV ELEV ' RIM ELEV ' EXISTING (TYP) TYP 'C' DB INLET ADMIN STORAGE ( 5,000 SF) SUBMITTAL SET: FOR AGENCY REVIEW AND APPROVAL B E T A J O N E S EXISTING TYP 'C' DB INLET N GRAPHIC SCALE RIM ELEV ' EXISTING (TYP) TYP 'C' DB INLET NW. INV ELEV '

9 ADMIN W. INV: 4.5 NGVD EXISTING 6" CLEANOUT EST HEAT FACILITY F.F.E. = 7.7 NGVD STORAGE ( 5,000 SF) ARCHITECTURAL PLANS DETAILS FOR SEE 6" CLEANOUT E. INV: 5.48' NGVD S. INV: 5.48.' NGVD RIM EL.: C900 DR18FM SEWER LINE NOTES (PART 2):. TESTING: SDR 35, 70 MIN 0.4% SLOPE 6" CLEANOUT W/ 10LF OF 6" PVC SDR 35, 6" PVC W. INV: 5.00.' NGVD S. INV: 5.00' NGVD SANITARY SEWER CONNECTION N. INV: 4.70 NGVD W. INV.: 4.70 NGVD RIM EL.: 6" CLEANOUT EXISTING 6" PVC SDR 35, 20 LF WITH 6" PLUG SDR 35, 116 MIN 0.4% SLOPE 6" PVC PROJECT AREA EXISTING 2" LINE, 190 LF± EXISTING 2" SCH 40 PVC WATER EXISTING 2" PLUG WITH BLOW OFF VALVE 1.5" DIA AWWA C901 PVC WATER LINE, 32, 77, AND 55 LF, RESPECTIVELY SHOWER TRAILER ADMIN STORAGE ( 5,000 SF) 1.5" DIA AWWA C901 PVC WATER LINE, 17 AND 49 LF, RESPECTIVELY SUBMITTAL SET: FOR AGENCY REVIEW AND APPROVAL WATER LINE NOTES: 13. TESTING: SEWER LINE NOTES (PART 1): B E T A J O N E S N GRAPHIC SCALE

10 EROSION CONTROL NOTES: PROJECT AREA SEE ARCHITECTURAL PLANS FOR DETAILS EST HEAT FACILITY F.F.E. = 7.7 NGVD CONSTRUCTION SEQUENCE NOTES: N GRAPHIC SCALE SUBMITTAL SET: FOR AGENCY REVIEW AND APPROVAL B E T A J O N E S

11 A A MANHOLE INVERTS DESIGN CRITERIA FALL ACROSS MANHOLE FROM INFLUENT TO EFFLUENT OF IN LINE PIPES SHALL BE FT. MIN. INFLUENT TO EFFLUENT PIPES THAT ARE AT AN ANGLE SHALL BE 0.10 FT. MIN. PIPES OF DIFFERENT SIZES SHALL MATCH CROWNS. (UPON SPECIAL CIRCUMSTANCES, WITH PERMISSION, THIS MAY BE REDUCED TO 0.02 FT. COMPACTION IN ROADWAYS AROUND MANHOLES COMPACTION SHALL BE IN 12" LIFTS. THE LAST 18" WILL BE LIMEROCK, 2' AROUND MANHOLE TOP COMPACTED TO 98% MAXIMUM DENSITY WITH LBR OF 100 TO THE FINISHED LIMEROCK GRADE. NO BRICK ADJUSTMENTS WILL BE ALLOWED IN ROADWAYS (ONLY GRADE RINGS WILL BE ACCEPTED). PLAN VIEW USF 170E MANHOLE FRAME & COVER FINISHED GRADE WHEN MANHOLE IS WITHIN LIMITS OF PAVEMENT 3" FINISHED GRADE WHEN MANHOLE IS OUTSIDE LIMITS OF PAVEMENT COVER SECTION "A-A" PRECAST ECCENTRIC CONE SECTION AND SIDEWALLS PER ASTM C 478 LATEST EDITION 4000 P.S.I. CONCRETE TYPE II CEMENT 8" KOR-N-SEAL BOOT W\ TYPE II LEAN CEMENT GROUT (SHOWN) 1/2"/FT 1/2"/FT FRAME SECTION "A-A" MIN. D.O.T. CLASS I, TYPE II CEMENT GROUT WITH BRICK OR RUBBLE AND TROWEL TO A SMOOTH SURFACE FINISH. GROUT SURFACE SHALL BE 1" MIN. THICKNESS OVER BRICK OR RUBBLE. MANHOLE LOCATIONS MAY IMPACT PAVING, #57 STONE SHALL BE COVERED IN A FASHION AS TO PREVENT SOIL MIGRATION INTO VOIDS WITHIN THE #57 STONE. MANHOLE FRAME AND COVER SEWER SERVICE CONNECTION AND CLEANOUT AT PROPERTY LINE THRUST BLOCK REQUIREMENTS CONTRACTOR NOTES: CONSTRUCTION NOTES: PROJECT CLOSEOUT NOTES: 10" GRANULATED AGGREGATE BASE (GAB) FDOT SECTION NO. 204 MIRAFI BXG12 GEOGRID OR APPROVED EQUAL 8" INPLACE/FILL STABILIZED 95% DENSITY 2 HEAVY DUTY PAVEMENT N.T.S. SUBMITTAL SET: FOR AGENCY REVIEW AND APPROVAL B E T A J O N E S

12 TREE-PROTECTION FENCE TRENCH BACKFILL (UNPAVED AREA) SILT FENCE GATE VALVE AND VALVE BOX UTILITY CROSSING DETAIL WATER TAP AND SERVICE CONNECTION WATER MAIN CROSSING TRENCH BACKFILL (PAVED LOCAL ROAD) NOTES: 1. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE THREADED BRASS, AS SHOWN. ALL 3" PIPE TO BE GALVANIZED STEEL. 2. ALL PIPE FITTINGS LARGER THAN 4" SHALL BE CEMENT-LINED DUCTILE IRON WITH FLANGED FITTINGS FOR ABOVEGROUND USE. MECHANICAL JOINT FITTINGS SHALL BE USED UNDERGROUND WITH RESTRAINED JOINTS AND THRUST COLLARS. 3. MEGALUGS, OR EQUAL, CAN BE USED IN PLACE OF RESTRAINED JOINTS ON ALL USED UNDERGROUND WITH RESTRAINED JOINTS AND THRUST COLLARS. 4. PAINT ALL ABOVEGROUND DUCTILE PIPING, FITTINGS AND VALVES. 5. BACKFLOW DEVICES MUST BE IN PLACE AND OPERATIONAL PRIOR TO THE INSTALLATION OF WATER METERS. SUBMITTAL SET: FOR AGENCY REVIEW AND APPROVAL B E T A J O N E S

13 CHAIN-LINK SECURITY FENCE DETAIL TOP OR BRACE RAIL ATTACHMENT END OR GATE POST DETAIL ROUND POST H-BEAM TENSION BAND DETAIL TRUSS ROD AND BAND BRACE RAIL CLAMP DETAILS FASTENING DETAILS H-BEAM ROUND POST LINE POST ATTACHMENTS BRACE PANEL DETAIL GROUNDING DETAIL BOTTOM RAIL DETAIL SUBMITTAL SET: FOR AGENCY REVIEW AND APPROVAL B E T A J O N E S

PART 4 STANDARD DRAWINGS FOR CONSTRUCTION

4.0. INTRODUCTION PART 4 STANDARD DRAWINGS FOR CONSTRUCTION In this document, Ivins City adopts the most recent edition (currently 2007), including all amendments, of the APWA Utah Chapter s Manual of