ADDENDUM SEVEN - DELAWARE STATE POLICE - TROOP 3- BID PACK .

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November 22, 2013Re: ADDENDUM SEVEN - DELAWARE STATE POLICE - TROOP 3- BID PACK 1Dover, Delaware2011116.00ADDENDUM SEVENThe addendum forms a part of the contract documents and modifies the original bidding documentsdated, October 9, 2013, modified by Addendum No. 1 dated 10-18-2013, Addendum No. 2 dated10-25-2013, Addendum No. 3 dated 10-31-2013, Addendum No. 4 dated 11-08-2013, AddendumNo. 5 dated 11-11-2013, and addendum No. 6 dated 11-16-2013, as noted below.CONTRACT DRAWINGS1. Sheet C-501 (Revised Sheet Reissued, see clouded revisions)a. Revised dimensions for rock outlet protection within bio-swale 3.b. Revised the outlet protection for SD-8B (infiltration pond discharge) to be a gabionmattress chute.2. Sheet C-503 (Revised Sheet Reissued, see clouded revisions)a. Reduced the length of SD-8B.b. Revised the outlet protection for SD-8B (infiltration pond discharge) to be a gabionmattress chute.c. Added skimmer dewatering device and associated note.3. Sheet C-505 (Revised Sheet Reissued, see clouded revisions)a. Added gabion mattress chute standard details.4. Sheet E-20 (Revised Sheet Reissued, see clouded revisions)a. Deleted type “S” light fixture and associated concrete anchor base next to thegasoline dispensing pump.b. Change light fixture across from the gasoline dispensing pump from type “S3” totype “S”. The concrete anchor base remains the same.c. Identified the electrical classification areas around the gasoline dispensing pump, andthe above ground gasoline storage tank.d. Added general notes #8 and #9.5. Sheet E-21 (Revised Sheet Reissued, see clouded revisions)a. Identified the electrical classification areas around the gasoline dispensing pump, andthe above ground gasoline storage tank.b. Added general notes #11 and #12.Page 1 of 2

AttachmentsContract Drawing Sheets C-501, C-503, C-505, E-20, E-21,END OF ADDENDUM SEVEN201111600-DG-addendum7-Nov22.docPage 2 of 2

Dover, DE309 S. Governors Ave.Dover, DE 19904Ph. 302.734.7950Fax 302.734.7965Salisbury, MD312 West Main St. Suite 300Salisbury, MD 21801Ph. 410.546.9100Fax 410.546.5824Wilmington, NC3205 Randall Parkway, Suite 211Wilmington, North Carolina 28403Ph. 910.341.7600Fax 910.341.7506www.beckermorgan.comCONSULTANTSFIRE PROTECTION, PLUMBING,MECHANICAL AND ELECTRICAL ENGINEERS315 SOUTH CHAPEL STREETNEWARK, DELAWARE 19711302-738-7172 fax 302-738-7175LANDSCAPE CONSULTANT31056 HARBOR COVE DRIVELONG NECK, DELAWARE 19966302-945-2495 fax 302-945-3908PROJECT TITLEDELAWARESTATE POLICETROOP 3S. STATE STREET (U.S. 113A)N. MURDERKILL HUNDREDKENT COUNTY, DELAWAREBID PACK 1SHEET TITLE7EROSION &SEDIMENTCONTROL PLAN770153060EROSION & SEDIMENT CONTROL LEGEND7INLET PROTECTION - TYPE IIP-1INLET PROTECTION - TYPE IIIP-2ISSUE BLOCKRIPRAP OUTLET SEDIMENT TRAPRSTTEMPORARY SEDIMENT BASINTSBROCK OUTLET PROTECTIONROP-1STONE CHECK DAMS.C.D.GABION MATTRESS CHUTEGMCSTABILIZED CONSTRUCTION ENTRANCELIMIT OF DISTURBANCESILT FENCESCALE : 1" 30'IP-1SCEL.O.D.SF611-21-13 REVISED PER ADDENDUM #7511-08-13 DELDOT - FINAL PLAN SUBMISSION410-25-13 REVISED PER ADDENDUM #2310-09-13 BID PACK 1 - ISSUED FOR BIDDING29-25-13REVISED PER AGENCY COMMENTS18-28-13REVISED PER DELDOT COMMENTSMARKDATEPROJECT NO.:DATE:SCALE:DRAWN BY:TEMPORARY SWALEFOR CONTINUATION SEE SHEET C-502TS-A-1DESCRIPTIONLAYER STATE : C-5012011116.0008-13-20131" 30'J.S.F. PROJ. MGR.: D.E.H.SHEETC-501COPYRIGHT 16-SITE-C3D12.dwg, Nov 22, 2013 - 9:32am

*LAST EDITED 07-19-2013S.W.M. POND DATAPOND ELEVATIONFOREBAY / MICROPOOL EL. : 14.00'EL. : 15.00'BOTTOM EL. : 16.00'EL. : 17.00'EL. : 18.00'EL. : 19.00'TOP EL.: 14.00' (35 S.F.)Dover, DE309 S. Governors Ave.Dover, DE 19904Ph. 302.734.7950Fax 302.734.7965*LAST EDITED 07-24-2013S.W.M. DRY INFILTRATION PONDAAREA (S.F.)143 S.F.363 S.F.1,886 S.F.2,739 S.F.3,915 S.F.5,310 S.F.S.W.M. POND STORAGE DATATOP EL.: 19.00'BOTTOM EL.: 16.00'STORMQUALITY - 2.0"2 YEAR - 3.3"10 YEAR - 5.2"100 YEAR - 8.9"DESIGN ELEV.16.20'17.00'17.53'18.17'Salisbury, MDSTORAGE1,777 C.F.3,692 C.F.5,295 C.F.7,684 C.F.312 West Main St. Suite 300Salisbury, MD 21801Ph. 410.546.9100Fax 410.546.5824Wilmington, NC3205 Randall Parkway, Suite 211Wilmington, North Carolina 28403Ph. 910.341.7600Fax 910.341.7506TOP EL.: 14.00' (108 S.F.)CAST IN PLACE FLEXIBLE WATERTIGHT CONNECTOR"A-LOCK PREMIUM" OR APPROVED EQUAL.www.beckermorgan.comCONSULTANTSPEAKED ROOF TRASH RACK24" R.C.P.SWM-21'-9"2'-0" x 1'-9" x 6" RECTANGULAR WEIRWITH TRASH RACK (SEE DETAIL)4" ORIFICE W/ TRASH GUARD - "BAR GUARD INTAKE"AGRI DRAIN CORP., OR EQUALFIRE PROTECTION, PLUMBING,MECHANICAL AND ELECTRICAL ENGINEERS315 SOUTH CHAPEL STREETNEWARK, DELAWARE 19711302-738-7172 fax 302-738-7175BOX TOP EL. 18.50'2'-0"GROUT FLOWCHANNELROCK OUTLET PROTECTION (R-4)UNDERLINED WITH FILTERFABRIC. SEE DETAIL SHEET2'-0" WEIR EL. 16.75'LANDSCAPE CONSULTANT31056 HARBOR COVE DRIVELONG NECK, DELAWARE 19966302-945-2495 fax 302-945-39089"STONE SIZE: d50 6" (12" MAX)LENGTH: 12 L.F.WIDTH AT PIPE: 6' WIDTH AT BOTTOM: 14'BLANKET THICKNESS: 18" MIN1'-0"4" ORIFICE EL. 16.00'8"TOP OF FOOTER EL. 15.00'8"BOTTOM OF FOOTER EL. 14.33'POND TO BE UTILIZED AS A TEMPORARYSEDIMENT BASIN WITH DEWATERINGDEVICE DURING CONSTRUCTION(ELEVATION 17.00' - 19.00')L 9'8"6"4'-0"TOTAL STORAGE REQUIRED: 7,884 C.F. (2.19 X 3,600)6"8"8"8" STONE BASE6"3'-0"5'-0"4'-0"6'-4"5'-4"8"RIGHT SIDE ELEVATION B-BFRONT ELEVATION A-ASEE DETAIL, THIS SHEET.LENGTH 9'WIDTH 2'DEPTH 3'6"1/2" DIA. S.S. EXPANSIONBOLTS (12" O.C.)BCONTINUOUS ALUMINUM ANGLESOR PLATES WELDED TO BAR ENDS .PROVIDE MOUNTING SURFACE TOOUTLET STRUCTURE.NOTES :1. ALL CONCRETE SHALL BE 4,000 P.S.I.OR GREATER.GABION MATTRESS CHUTEDESIGN DISCHARGE (Q): 11.77 CFSBOTTOM WIDTH (b): 9.0'DEPTH (d): 1.0'SLOPE (s): 13.0 %STONE SIZE: d50 3" - 5" (R-3)DE-ESC-3.3.11 ON SHEET C-505)AA2. MATERIALS AND CONSTRUCTION SHALLCOMPLY WITH ASTM DESIGNATIONC-890-91.3. STEPS ARE TO BE PLACED IN ALL INLETBOXES OVER 4' DEEP.4. OPENINGS IN TRASH RACKS ARE TO BEAT LEAST 3 INCHES.5. USE PEAKED ROOF TRASH RACKMANUFACTURED BY PLASTIC SOLUTIONSINC., OR EQUAL.6. PLASTIC SOLUTIONS INC.P.O. BOX 4386WINCHESTER, VA 22604(540) 722 - 4694www.plastic-solution.comPROVIDE HORIZONTAL BARS ASNECESSARY FOR RIGIDITYAND STRENGTH. WELD BARSAT ALL INTERSECTIONS.FLOW1/2" DIA EPOXY COATEDBARS (TYP.) AT A MIN. 6"SPACINGRACK DIM. EXCEEDWALL OPENING (TYP.)BSTORMWATER MANAGEMENT POND - PLAN VIEWTOP VIEW7ASCALE : 1" 10'OUTLET STRUCTURE WALL (TYP.)WEIR TRASH RACK DETAIL (TYPICAL)PRECAST OUTLET STRUCTURE - POND 1SCALE: 1" 2'IMPERVIOUS SOURCE AREAWITH CONCENTRATED RUNOFFDE #3 STONE (CROWN 2-3")BORING: SWM-2INSTALL DRAINAGE GEOTEXTILEGD-II, MIRAFI FW402, OR EQUAL.3.0' DEEPPROJECT TITLE2.0' WIDETRENCH LEVEL SPREADER DETAILDELAWARESTATE POLICETROOP 3NO SCALES. STATE STREET (U.S. 113A)3.5 LBS./1000 S.F. TALL FESCUE (TURF TYPE) (SEEDMIX NO. 6 FROM DELAWARE EROSION & SEDIMENTCONTROL HANDBOOK FIGURE 3.4.3.3A)IMPERVIOUS SOURCE AREABUMPER BLOCK (OPT.)10.0'6.0'SMN. MURDERKILL HUNDREDKENT COUNTY, DELAWARE6" (MIN.) TOPSOILDISC OR ROTOTILL TOPSOILTO BLEND INTO SUBSOILBID PACK 1S 0.010 FT/FTSHEET TITLES.W.M. POND ANDBIO-SWALEDETAILSFILTERSTRIP - CROSS SECTION DETAILNO SCALEPROPOSED EROSION CONTROL MATTING ON BOTTOMAND SIDE SLOPES OF BIO-SWALE. EROSION CONTROLMATTING TO BE NORTH AMERICAN GREEN S150 BNOR EQUAL.SIDE SLOPES VARIES - SEE TABLE BELOW1. GROUNDWATER WAS NOT ENCOUNTEREDDURING AUGERING OPERATIONS2. INFILTRATION TESTING:TIME WEIGHTED AVERAGE 15.29 in./hr.BORING (SWM-2)70SEEDING MIXTURE NO. 4 (DNREC STANDARD DETAIL DE-ESC-3.4.3, SHEET 2)2.3 LBS./1000 S.F. OF STRONG CREEPING RED FESCUE,1.61 LBS./1000 S.F. OF KENTUCKY BLUEGRASS0.35 LBS./1000 S.F. OF PERENNIAL RYEGRASS OR0.11 LBS./1000 S.F. OF REDTOPPLUS 0.07 LBS./1000 S.F. OF WHITE CLOVERSCALE : 1" 1' VERTICAL153060SCALE : 1" 30'MOWED GRASS HEIGHT SHALL BE IN ACCORDANCEWITH THE TABLE BELOW PER DNRECISSUE BLOCKMIN. 6" TOPSOIL.WIDTH VARIES - SEE TABLE BELOWBIO-SWALE PARAMETERSBIO-SWALE # BTM. WIDTHSIDE SLOPESLENGTHSLOPEFLOW DEPTHMOWED GRASS HEIGHT14 FT.6:1700 L.F.0.65 %0.44 FT.11"2A6 FT.6:1190 L.F.0.50 %0.47 FT.12"2B10 FT.10:1230 L.F.0.50 %0.56 FT.12"34 FT.6:1400 L.F.0.75 %0.50 FT.12"42 FT.6:1138 L.F.1.00 %0.26 FT.6"611-21-13 REVISED PER ADDENDUM #7511-08-13 DELDOT - FINAL PLAN SUBMISSION410-25-13 REVISED PER ADDENDUM #2310-09-13 BID PACK 1 - ISSUED FOR BIDDING29-25-13REVISED PER AGENCY COMMENTS18-28-13REVISED PER DELDOT COMMENTSMARKDATEPROJECT NO.:DATE:SCALE:DRAWN BY:BIOSWALE CROSS SECTION DETAILSTORMWATER MANAGEMENT POND - SECTION A-ANO SCALESCALE : 1" 10' HORIZONTAL: 1" 1' VERTICALDESCRIPTIONLAYER STATE : C-5032011116.0008-13-20131" 30'J.S.F. PROJ. MGR.: D.E.H.SHEETC-503COPYRIGHT 16-SITE-C3D12.dwg, Nov 22, 2013 - 9:18am

Dover, DE309 S. Governors Ave.Dover, DE 19904Ph. 302.734.7950Fax 302.734.7965Salisbury, MD312 West Main St. Suite 300Salisbury, MD 21801Ph. 410.546.9100Fax 410.546.5824Wilmington, NC3205 Randall Parkway, Suite 211Wilmington, North Carolina 28403Ph. 910.341.7600Fax 910.341.7506www.beckermorgan.comCONSULTANTSFIRE PROTECTION, PLUMBING,MECHANICAL AND ELECTRICAL ENGINEERS315 SOUTH CHAPEL STREETNEWARK, DELAWARE 19711302-738-7172 fax 302-738-7175PROJECT TITLEDELAWARESTATE POLICETROOP 3S. STATE STREET (U.S. 113A)N. MURDERKILL HUNDREDKENT COUNTY, DELAWAREBID PACK 1SHEET TITLEE.S.C. DETAILSISSUE BLOCK611-21-13REVISED PER ADDENDUM #7511-08-13DELDOT - FINAL PLAN SUBMISSION410-25-13REVISED PER ADDENDUM #2310-09-13BID PACK 1 - ISSUED FOR BIDDING29-25-13REVISED PER AGENCY COMMENTS18-28-13REVISED PER DELDOT COMMENTSMARKDATEDESCRIPTIONLAYER STATE : C-505PROJECT NO.:DATE:SCALE:DRAWN BY:2011116.0007-25-2013AS SHOWNJ.S.F. PROJ. MGR.: D.E.H.SHEETC-505COPYRIGHT 16-DETAILS.dwg, Nov 21, 2013 - 9:25am

PROPOSED MAINTENANCE BUILDING 2ONE - XXXXXXXXXXXXF.F. EL.: 22.15'XXXXXXXXXXXXXXXXXXXXXXXDover, DEXXXXXX309 S Governors AveDover, DE XXXXXSalisbury, MDXXXXXXXXXX312 West Main St, Suite 300Salisbury, MD 21801410.546.9100XXXXXXXXXXXXXXXXXXXWilmington, NCXXXXXXXXXX3205 Randall Parkway, Suite 211Wilmington, NC rgan.comXXXXXXXXXXXXXXXXXBAKER, INGRAM & ASSOCIATESXXXXXXSTRUCTURAL ENGINEERSXXXXXXXXXXXXX(302) 734-7400fax: (302) 734-7592DEDCCONSULTING ENGINEERSX315 S. CHAPEL ST.NEWARK, DE 19711(302) 738.7172fax: (302) XXXXX1050 S. STATE STREETDOVER, DE XXXXXXXXXXXXXXXXXXXXXXXXXXXPROPOSED BUILDING 1XXONE - STORYXXXXF.F. EL.: XTHE PROFESSIONAL SERVICES OF THEARCHITECT ARE UNDERTAKEN FOR ANDARE PERFORMED IN THE INTEREST OF:1) DELAWARE STATE POLICENO CONTRACTURAL OBLIGATION ISASSUMED BY THE ARCHITECT FOR THEBENEFIT OF ANY OTHER PERSONINVOLVED IN THE PROJECT.PROJECT TITLEPEDELAWARESTATE POLICETROOP 3PEPEPEPEPEPESOUTH STATE STREETKENT COUNTY, EGPEOE75OEGPEOEDE DFM Contract # MJ4506000001'B.R.L.SHEET TITLEPEGOEOEPEGOEOEEXISTING LSITE - S-OF-WGOE11AY)PEOEG3A(KCR27)ISSUE BLOCKMarkDateDescriptionRevision SchedulePROJECT NO:DATE:SCALE:13P0474/10/13AS NOTEDDRAWN BY:DEDCPROJ MGR:E-20DEDC3/5/2013 4:18:14 PMG

PROPOSED MAINTENANCE BUILDING 2ONE - XXXXXXXXXXXXXXXXF.F. EL.: 22.15'XXXXXDover, DEXXX309 S Governors AveDover, DE 19904302.734.7950XXXXXXXXXXXXXXXXSalisbury, MDXXXXX312 West Main St, Suite 300Salisbury, MD 21801410.546.9100XXXXXXXXXXXXXXXXXWilmington, NCXXXX3205 Randall Parkway, Suite 211Wilmington, NC n.comXXXXXXXXBAKER, INGRAM & ASSOCIATESXXXXXXXXXSTRUCTURAL ENGINEERSX24.00'XDUMPSTER-12x24XXXXXXXXXXX1050 S. STATE STREETDOVER, DE 19901XXXXXXXXXXXXXXXXX(302) 734-7400fax: (302) 734-7592XXXXXXXDEDCXXXXXXCONSULTING ENGINEERSXXXXXX315 S. CHAPEL ST.NEWARK, DE 19711XXXXXXXXXX(302) 738.7172fax: (302) XXXXXXXXPROJECT TITLESOUTH STATE STREETKENT COUNTY, DELAWAREDE DFM Contract # MJ4506000001SHEET XXXXXXXXXXXXXELECTRICALSITE - POWERXXXXXXXXXXXXXXXXXXXXPROPOSED BUILDING 1XXXXXONE - STORYXXXXXXF.F. EL.: XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXISSUE XXXXDELAWARESTATE POLICETROOP 3MarkDateDescriptionRevision SchedulePROJECT NO:DATE:SCALE:13P0474/10/13AS NOTEDDRAWN BY:DEDCPROJ MGR:E-21DEDC3/5/2013 4:18:14 PMXXXXXNO CONTRACTURAL OBLIGATION ISASSUMED BY THE ARCHITECT FOR THEBENEFIT OF ANY OTHER PERSONINVOLVED IN THE PROJECT.XXXXXXXXXXXXXXXXTHE PROFESSIONAL SERVICES OF THEARCHITECT ARE UNDERTAKEN FOR ANDARE PERFORMED IN THE INTEREST OF:1) DELAWARE STATE POLICEX

Re: ADDENDUM SEVEN - DELAWARE STATE POLICE - TROOP 3- BID PACK 1 Dover, Delaware 2011116.00 ADDENDUM SEVEN The addendum forms a part of the contract documents and modifies the original bidding documents dated, October 9, 2013, modified by Addendum No. 1 dated 10-18-2013, Addendum No. 2 dated

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