UNOFFICIAL WEBSITE COPY - …

1 UNOFFICIAL WEBSITE COPYNOT TO SCALELOCDRAINAGE INLETDITCHFENCE - METALFENCE - WOODFLARED END SECTIONLIMIT OF CONSTRUCTIONPIPE & DIRECTIONAL FLOW ARROWRIPRAPRIGHT-OF-WAY SYMBOLS100+00 PROPOSED RIGHT-OF-WAY BASELINECONVERT TO DRAINAGE MANHOLEMANHOLEPIPEIDENTIFIERSCONSTRUCTIO NPMHCMHLEGEND(TYPE LABEL)(TYPE LABEL)DRAINAGE PIPE AND FLOW ARROWRIPRAP - AREA FEATUREDRAINAGE PIPE HEADWALLDRAINAGE JUNCTION BOXDIRECTIONAL STREAM FLOW ARROWDITCH OR STREAM CENTERLINEGUARDRAIL - STEEL BEAMFENCE - STOCKADE OR SPLIT RAILFENCE - CHAINLINK OR STRANDEDGUARDRAIL - WIRE ROPELAMP AND POST - RESIDENTIALCURBCURB AND GUTTERPAVEMENT - FLEXIBLEPAVEMENT - RIGIDWOODS LINE BOUNDARYSURVEY BENCHMARK LOCATIONSURVEY TIE POINT LOCATIONSURVEY TRAVERSE POINTPOINT OF CURVATURE OR TANGENCYPOINT OF INTERSECTING TANGENTSTELEPHONE TEST POINTDRAINAGEMANMADE ROADSIDE FEATURESNATURAL ROADSIDE FEATURESSURVEY CONTROL & MONUMENTATIONUTILITYRIGHT-OF-WAY SYMBOLSSIZE/TYPE LABELTRAFFIC - CONDUIT JUNCTION WELLDRAINAGE

2 RIGHT-OF-WAYEXISTING EASEMENTEXISTING SYMBOLSPROPOSED SYMBOLSCURB OPENING2 LAST REVISED: 05/12/2016T:\185631J - BMP 75 RETROFIT\CADD\PLANS\ : FEB, 2018 MANHOLEFLARED END SECTIONFESFENCEFEDENERGY DISSIPATORUTILITY POLEUTILITY POLE GUY WIRE ANCHORSANITARY SEWER MANHOLECDCHECK DAMFINAL PLANSTOTAL OF TRANSPORTATIONDELAWAREON LANCASTER PIKERETROFIT OF BMP 75 CONTRACTT201780203 COUNTYDESIGNED BY:CHECKED BY:LG-01 BRIDGE / REVISIONSNEW CASTLEKSMGIUNOFFICIAL WEBSITE COPYGENERAL NOTESNOT TO SCALEPROJECT NOTESNOTESEROSION AND SEDIMENT CONTROL NOTESKSM3 GILAST REVISED: 08/11/2016T:\185631J - BMP 75 RETROFIT\CADD\PLANS\ THIS PROJECTEROSION POTENTIAL( ) INSIGNIFICANT( ) MINORNONE( )( )( )( )ASCII DATA FILES WITH COORDINATES AND ELEVATIONS FOR PROPOSED POINTS AS SELECTED BY THE DIGITAL TERRAIN MODEL, IN.

3 DTM FILE FORMAT, COMPATIBLE WITH SOFTWARE CURRENTLY USEDBY DIGITAL TERRAIN MODEL, IN .DTM FILE FORMAT, COMPATIBLE WITH SOFTWARE CURRENTLY USEDTERRAIN MODEL (DTM).DESIGN FILE, IN .DGN FILE FORMAT, CONTAINING ONLY THE PROPOSED 3D TRIANGLES OF THE PROPOSED DIGITALBE SIGNED BY ALL PARTIES PRIOR TO THE DELIVERY OF ANY ELECTRONIC PROJECT : THE DOCUMENT ENTITLED "RELEASE FOR DELIVERY OF DOCUMENTS IN ELECTRONIC FORM TO A CONTRACTOR" MUSTELECTRONIC PROJECT FILES THAT WILL BE MADE AVAILABLE TO THE AWARDED CONTRACTOR, INCLUDE:4.( )CROSS SECTIONSPROJECT FILES THAT WILL BE MADE AVAILABLE TO THE CONTRACTOR, PLANS (WILL BE MADE AVAILABLE TO THE AWARDED CONTRACTOR)ALL PLAN SHEETS, IN PDF ESC SUPERVISOR REQUIREMENTSTORMWATER TRAINING PROGRAM, AS DEFINED IN SECTION OF THE DELAWARE SEDIMENT BE REPAIRED AND/OR REPLACED IN KIND AT THE CONTRACTOR S DAMAGE TO ITEMS NOTED TO BE RELOCATED OR RESET BY THE CONTRACTOR, AT THE DISCRETION OF THE ENGINEER, PROPERTY, THE CONTRACTOR SHALL REMOVE IT WITHOUT OBLIGATION.

4 COMPENSATION SHALL BE INCIDENTAL TO THEOBJECT MUST BE REMOVED FROM THE RIGHT OF WAY OR EASEMENT AREA. IF THE OWNER HAS NOT ATTEMPTED TO SALVAGETHE CONTRACTOR SHALL GIVE TWO (2) WEEKS NOTICE TO THE PROPERTY OWNER WHEN ANY FIXTURE, SHRUB OR OTHER2. MISCELLANEOUSSECTION 100 SECTION 200 SECTION 600 SECTION 900 AND REGULATIONS THERETO. ALL CONSTRUCTION ACTIVITIES IN COMPLIANCE WITH THE CURRENT OCCUPATIONAL SAFETY AND HEALTH ACT AND ALL RULESTHE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE PERSONNEL AND TRAFFIC SAFETY AT ALL TIMES AND FOR PERFORMING8. CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING PRIOR TO COMMENCING WORK. COMMENCEMENT OF ANY SITE ACTIVITY. IF EXISTING CONDITIONS AND/OR ELEVATIONS DIFFER FROM THIS PLAN, THE EXISTING IMPROVEMENTS AND ELEVATIONS AND SHALL PROVIDE THE ENGINEER A COPY OF THE VERIFICATION PRIOR TO THETHE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL INFORMATION SHOWN ON THESE PLANS INCLUDING ALL5.

5 THE DISTURBED AREA FOR THIS PROJECT IS ( X )( X )SEE EROSION AND SEDIMENT CONTROL PLANS FOR NOTES AND DETAILS ASSOCIATED WITH THIS ADEQUATE TEMPORARY COVER SHALL BE PLACED TO PROTECT PIPES WITH SHALLOW COVER FROM CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL UTILITIES AND PIPING UNTIL COMPLETION OF CONSTRUCTION. 7. PHONE: (302)760-2346 DOVER, DE 19903 ADDRESS: 800 BAY ROADREPRESENTATIVE: SARA ESPOSITO, NPDES ENGINEERNAME: DELAWARE DEPARTMENT OF TRANSPORTATIONDEVELOPER CONTACT S EXPENSE. DRAINAGE STRUCTURES DAMAGED DUE TO CONTRACTOR OPERATIONS SHALL BE REPAIRED OR REPLACED IN-KIND AT THEFINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION PRIOR TO THE START OF CONSTRUCTION.

6 EXISTING PIPES ANDTHE DEPARTMENT AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES AND DRAINAGE STRUCTURES TO BE USED IN ", DATED 2016 , INCLUDING ALL REVISIONS UP TO THE DATE OF ", DATED AUGUST 2016 AND THE DELAWARE DEPARTMENT OF TRANSPORTATION "STANDARD CONSTRUCTIONTHIS PROJECT IS TO BE CONSTRUCTED IN ACCORDANCE WITH THE DELAWARE DEPARTMENT OF TRANSPORTATION "STANDARD1. EXTENSION WITH ANY APPROPRIATE THE STORMWATER ENGINEER WILL REVIEW THE CURRENT SEDIMENT AND STORMWATER MANAGEMENT PLAN AND ISSUE ANWILL INFORM THE ENGINEER THREE MONTHS PRIOR TO THE EXPIRATION OF THE APPROVED SEDIMENT AND STORMWATER MANAGEMENT ACCEPTANCE OF THE PROJECT IS ANTICIPATED TO EXTEND BEYOND THE THREE YEAR TIMEFRAME, THE CONTRACTOR PERIOD, BEGINNING ON THE DATE THE STORMWATER ENGINEER SIGNED THE CONSTRUCTION TITLE SHEET.

7 IF THE FINALDELDOT S DELEGATED AUTHORITY. THE SEDIMENT AND STORMWATER MANAGEMENT PLANS ARE VALID FOR A THREE YEARTHE SEDIMENT AND STORMWATER MANAGEMENT PLANS HAVE BEEN APPROVED BY DELDOT S STORMWATER ENGINEER STORMWATER CONSTRUCTION REVIEWER (CCR), AS DEFINED IN SECTION OF THE DELAWARE SEDIMENT( ) MEDIUMAND STORMWATER TRAINING PROGRAM, AS DEFINED IN SECTION OF THE DELAWARE SEDIMENT( )DATE: FEB, 2018TO CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF DAMAGED OR DESTROYED FEATURES THAT ARE DESIGNATED6. THE PROJECT SITE SHALL BE ACCESSED FROM THE PRIVATE DRIVEWAY OFF LANCASTER PIKE, WEST OF THE 1ST TO OCTOBER DURING THE FOLLOWING: PERMANENT SEEDING IS TO OCCUR BETWEEN MARCH 1ST TO MAY 1ST ANDCONTRACTOR SCHEDULE SHALL INCLUDE CONSTRUCTION PHASING AND PLANTING AND SEEDING PHASING WHICH SHOULD 10.

8 START OF ANY WORK ITEMS. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING MISS UTILITY TO LOCATE ALL UNDERGROUND UTILITY LINES PRIOR TO 11. ( X ) MAJOREXCAVATION AND BACKFILL FOR PIPE TRENCHES, BUT ONLY TO THE ACTUAL DEPTH TO THE UTILITY CONFLICT. TEST HOLES SHALL BE MEASURED AND PAID FOR IN ACCORDANCE WITH ITEM 208000 -CONTRACTOR, WITH THE ENGINEER AND THE UTILITY COMPANY INVOLVED. THE ENGINEER SHALL ULTIMATELY DETERMINE THEPOSSIBLE UTILITY CONFLICTS, TO DETERMINE IF A CONFLICT EXISTS. ANY CONFLICTS SHALL BE COORDINATED BY THETHE ENGINEER MAY REQUIRE THE CONTRACTOR TO EXCAVATE TEST PITS ALONG PROPOSED DRAINAGE RUNS, AT POINTS ENGINEER OR THE APPROPRIATE CONSTRUCTION COPY OF THE GENERAL PERMIT OR THE NOI CAN BE OBTAINED UPON REQUEST FROM EITHER THE DEPARTMENT SPERMIT AND NOI IS KEPT ON FILE IN EACH OF THE CONSTRUCTION OFFICES AND THE DEPARTMENT S STORMWATER NPDES INDUSTRIAL PERMITTING REQUIREMENTS FOR THIS CONSTRUCTION PROJECT.

9 A COPY OF THE NPDES GENERALCOMPLIANCE WITH DELDOT S APPROVED SEDIMENT AND STORMWATER MANAGEMENT PLANS WILL CONSTITUTE COMPLIANCE WITHTHIS PROJECT IS COVERED UNDER AN NPDES GENERAL PERMIT FOR CONSTRUCTION. UNDER THE GENERAL PERMIT, PLANSTOTAL OF TRANSPORTATIONDELAWAREON LANCASTER PIKERETROFIT OF BMP 75 CONTRACTT201780203 COUNTYDESIGNED BY:CHECKED BY:PN-01 BRIDGE / REVISIONSNEW CASTLE AGREEMENT INITIATES ON JULY 1, 2018 AND EXPIRES APPROXIMATELY NINETY DAYS USE AND OCCUPANCY AGREEMENT HAS BEEN EXECUTED GIVING THE CONTRACTOR ACCESS INTO THE PROJECT SITE. AT CONTRACTOR SHALL CONTACT THE CHIEF OF SCHEDULING FOR DART FIRST STATE, 14 DAYS PRIOR TO THE START WEBSITE COPY7+007+737+736+005+004+00 CONSTRUCTION BASELINE3+002+001+000+00 STATIONEASTINGNORTHINGCONSTRUCTION ALIGNMENT CONTROLPOINT TRAV.

10 1 JMT 2 JMT 3 TRAV. 4 JMT ABDESCRIPTION0+ + + + + OF CURBTOP OF INLET*TOP OF INLET*TOP OF INLET*TOP OF CURB*CONTROL POINTS ARE CENTERED ON INLET TOP CONTROL POINTSELEVATIONPOINTDATUM REFERENCE:GPS #LAPA, ELEVATION GPS #LAP1, ELEVATION BENCHMARKS ESTABLISHED BY THE DELAWARE DEPARTMENT OF TRANSPORTATION:VERTICAL - THIS PROJECT IS REFERENCED TO NAVD 88 AND BASED ON THE FOLLOWING STATE OF DELAWAREHORIZONTAL - THIS PROJECT IS REFERENCED TO THE DELAWARE STATE PLANE COORDINATE SYSTEM (NAD 83/91). CONTROLHORIZONTAL ANDHV-014 DEPARTMENT OF TRANSPORTATIONDELAWARETOTAL BY:CHECKED BY:ADDENDUMS / REVISIONSNEW CASTLESHEET TITLEGAIKSMT2017802039 DATE: FEB, 2018 FINAL PLANSON LANCASTER PIKERETROFIT OF BMP +DECBUNOFFICIAL WEBSITE COPYSCALEFEET0204060P1P2LS-14+ + / TYPECLASSDRAINAGE PIPE " / *FOR DETAIL, REFER TO SHEET SWALE SCHEDULE**FOR TYPICAL SECTION, REFER TO SHEET DT-01*FOR DETAIL, REFER TO SHEET SPREADER* ELEVATIONEX.