GEORGETOWN RING FIBER CONSTRUCTION PHASE 2

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1 GEORGETOWN RING FIBER CONSTRUCTION GEORGETOWN, DE Underground Construction Drawings Version : 1.0 GM : D.Beville Reviewed : DO : P. Daly Reviewed : Platform : D. Cooper 1/7/2016 OmniGraffle

2 CONSTRUCTION NOTES 1. ALL AERIAL STRAND WILL BE 6.6M UNLESS OTHERWISE SPECIFIED 2. ALL GUYING STRAND WILL BE 6.6M UNLESS OTHERWISE SPECIFIED 3. ALL ANCHORS WILL BE 6 LONG, DOUBLE EYE, 10 SCREW TYPE UNLESS OTHERWISE SPECIFIED 4. ALL NEW POLES WILL BE 35 CLASS 4 UNLESS OTHERWISE SPECIFIED 5. ALL AERIAL CABLE WILL BE DOULBE LASHED WITH (.038 SUPERLASH) STANLESS STEEL LASHING WIRE. 6. CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL MATERIALS EXCEPT FIBER OPTIC CABLE, WARNING TAGS, BURIED CABLE WARNING TAPE OR OTHER MARKER POST SIGNS. 7. ALL CONDUIT WILL BE 4 ID SCHEDULE 40 (I.E. PVC OR GIP) UNLESS OTHERWISE SPECIFIED 8. ALL BURIED CONDUITS OR CABLE WILL BE PLACED WITH AT LEAST 36 OFF COVER UNLESS OTHERWISE SPECIFIED 9. ALL 90 SWEEPS WILL HAVE A MINIMUM RADIUS OF 38 UNLESS OTHERWISE SPECIFIED. 10. MAXIMUM PULLING TENSION ON ANY CABLE IS 600 LBS UNLESS OTHERWISE SPECIFIED 11. A PULLING EYE MUST BE USED AND CORRECTLY ATTACHED TO A 600 LB. BREAK-AWAY SWIVEL UNLESS OTHERWISE SPECIFIED GENERAL NOTES: 1. CONTRACTOR IS RESPONSIBLE FOR CONTACTING DE. MISS UTILITY AT OR FOR FACILITIES LOCATION SERVICES PRIOR TO START OF PROJECT. THREE, ACCORDING TO DE. MISS UTILITY RULES, MUST BE STRICTLY ADHERED TO 2. THE MAJORITY OF THE WORK COVERED IN THIS SPECIFICATION WILL BE PERFORMED ON THE PUBLIC ROW. THE SAFETY OF THE WORKERS AND THE PUBLIC SHALL BE CONSIDERED OF THE UTMOST IMPORTANCE. DELDOT PUBLICATION (WORK ZONE TRAFFIC CONTROL) SHALL BE CLOSELY FOLLOWED. WARNING DEVICES, GUARDS, FLASHERS, FLAGS AND FLAGMEN WILL BE USED AS REQUIRED TO PROVIDE ADEQUATE PROTECTION TO VEHICULAR TRAFFIC AND THE PUBLIC WORKERS. STATE LAWS, CITY AND COUNTY ORDINANCES RELATIVE TO WORKING HOURS, TRAFFIC CONTROL, WARNING SIGNS, COLOR OF LENSE IN FLASHERS, GUARDS, FLAGMEN ETC. SHALL BE COMPLIED WITH WHEN WORKING ON OR NEAR ANY PUBLIC ROW. ALL DEVICES MUST BE IN PLACE PRIOR TO THE START OF CONSTRUCTION AND SHALL BE MAINTAINED BY CONTRACTOR DURING THE CONSTRUCTION PROCESS. 3. FOR ALL FLAGGING OPERATIONS ON STATE ROADS, WHERE FLAGGING OPERATIONS CLOSE LANES, THE CONTRACTOR MUST NOTIFY THE DELDOT TOC FOR THE DISTRICT IN WHICH THE WORK IS BEING PERFORMED TWO DAYS IN ADVANCE AND PRIOR TO STOPPING TRAFFIC. LOCAL MUNICIPALITIES MAY ALSO REQUIRE NOTICE. GENERAL NOTES (CONTINUED) 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA REGULATIONS. PARTICULAR EMPHASIS HAS BEEN PLACED ON THE REQUIREMENT TO SHORE OR SLOPE ALL EXCAVATIONS GREATER THAN 4 DEEP. 5. EXCAVATIONS SHALL BE LEFT OPEN OVERNIGHT ONLY IF ABSOLUTELY NECESSARY AND WITH THE REQUIRED APPROVAL OF INVOLVED STATE AND LOCAL AGENCIES. ANY EXCAVATION LEFT OPEN OVERNIGHT MUST BE SUITABLY MARKED AND BARRICADED. TEMPORARY FENCES OR 3/4 STEEL PLATING SHOULD BE USED TO PROTECT THE GENERAL PUBLIC AND VEHICULAR TRAFFIC AND INGRESS AND EGRESS TO DRIVE IN BUSINESSES DURING CONSTRUCTION. 6. ALL KNOWN UNDERGROUND OBSTRUCTIONS ARE MARKED ON THE PLAN AND PROFILE DRAWINGS, HOWEVER OTHER UTILITY OBSTRUCTIONS MAY EXIST. BEFORE THE COMMENCEMENT OF CONSTRUCTION ACTIVITY THE EXACT LOCATION AND DEPTH OF ALL OBSTRUCTIONS SHALL BE DETERMINED BY THE CONTRACTOR. PARTICULAR ATTENTION SHALL BE PAID TO DRAINAGE STRUCTURES AND EXTENSIVE BURIED TRAFFIC CONTROL SIGNAL WIRE NETWORK. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THESE ACTIVITIES. DAMAGE AND RESTORATION OF ANY UTILITIES OR ANY OTHER OBSTRUCTION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 7. NO OPEN FLAME, TORCH, OR LIGHTED MATERIALS SHALL BE BROUGHT NEAR AN OPEN MANHOLE. THIS RULE SHALL BE OBSERVED EVEN THOUGH TEST MAY INDICATE THAT THE AIR IS FREE OF COMBUSTIBLE GAS. MANHOLES WILL BE CONTINUOUSLY VENTILATED AND MONITORED DURING ACTIVITY. 8. CONFINED SPACE PROCEDURES FOR ALL MANHOLE ENTRY, WHERE SPACE IS DEEMED CONFINED SPACE BY OSHA DEFINITION, SHALL BE APPLIED. 9. THE PROJECT OWNER AND IT S REPRESENTATIVE RESERVE THE RIGHT TO STOP CONSTRUCTION IF, AT ANY TIME, IT DEEMS THE WORK TO BE UNSAFE, INADEQUATE OR HAZARDOUS. WORK SHALL NOT BE RESUMED UNTIL AGREEABLE MEASURE SHAVE BEEN TAKEN TO RESOLVE THE PROBLEM. 10. ANY AND ALL IMPROVEMENTS SUCH AS ASPHALT OR CONCRETE PAVEMENT, CURBS, GUTTERS, WAL, DRAINAGE DITCHES, EMBANKMENTS, SHRUBS, TREES, GRASS SOD ETC., (IF DAMAGED) SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 11. EQUIPMENT TYPES SPECIFIED HEREIN (I.E. BACKHOE, TRENCHER, ETC.) ARE SUGGESTIONS ONLY AND ARE NOT INTENDED AS REQUIREMENTS. CONTRACTOR SHOULD ANTICIPATE HAND TRENCHING AS REQUIRED BY OTHER UTILITY OWNERS. 12. ALL WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH THE APPLICABLE CODES OR REQUIREMENTS OF ANY REGULATING GOVERNMENT AGENCY, THE PROJECT OWNER, OR RIGHT OF WAY GRANTOR 13. ALL WORK SHALL CONFORM TO CONDITIONS OF APPLICABLE PERMITS INCLUDING PERMIT SPECIFICATIONS AND REQUIRED NOTIFICATION BEFORE COMMENCING WORK AND FOR ALL REQUIRED INSPECTIONS. CONTACT INFORMATION: JEFF WARD, CONSTRUCTION COORDINATOR, TOWN OF GEORGETOWN ADDRESS: 39 THE CIRCLE, GEORGETOWN, DE jward@georgetowndel.com PHONE: OFFICE (302) CELL: (302) FAX: (302) SUSSEX COUNTY GOVERNMENT DEPT. OF INFORMATION TECHNOLOGY ADDRESS: DUPONT HIGHWAY, GEORGETOWN, DE ghunsicker@sussexcountyde.gov GEORGE HUNSICKER JR. - PROJECT MANAGER PHONE: (302) FAX: (302) DART DELAWARE TRANSIT CORP. ADDRESS: 119 LOWER BEECH ST., SUITE 100 WILMINGTON, DE david.campbell@state.de.us DAVID W. CAMPBELL, PROGRAM SUPPORT MANAGER PHONE: (302) FAX: (302) SUSSEX COUNTY INFORMATION TECHNOLOGY ADDRESS: 2 THE CIRCLE, P.O. BOX 589, GEORGETOWN, DE tglenn@sussexcountyde.gov THOMAS GLENN - DIRECTOR OF INFORMATION TECHNOLOGY PHONE: (302) FAX: (302) DELDOT SOUTH DISTRICT ADDRESS: DUPONT BLVD., GEORGETOWN, DE SCOTT RUST - SOUTH DISTRICT UTILITIES MANAGER PHONE: (302) scott.rust@state.de.us JAY SAMMONS - ROADSIDE CONTROL AGENT SOUTH DISTRICT PHONE: (302) jay.sammons@state.de.us SECTION DICTATES THE GENERAL PATCHING REQUIREMENTS FOR A TRAVELED WAY TRAVELED WAY - GENERAL TO MAINTAIN TRAFFIC, NOT MORE THAN ONE LANE OF TRAFFIC SHALL BE CLOSED AT A TIME WHENEVER A TRAVELED WAY IS CUT. ALL CROSS-ROAD CUTS FOR UTILITIES WILL BE MADE PERPENDICULAR TO THE LONGITUDINAL CENTERLINE OF THE TRAVELED WAY, AND PERPENDICULAR TO THE PLANE OF THE FINISHED SUBGRADE. ALL PATCHES MUST HAVE A MINIMUM LENGTH OF 6 FEET (AS MEASURED ALONG THE ROADWAY CENTERLINE) AND THE WIDTH OF THE LANE OR LANES DISTURBED. ANY LANE ENCROACHMENT OF ONE FOOT OR MORE REQUIRES RESTORATION OF THE FULL LANE WIDTH. BEFORE REOPENING THE SECTION, THE AREA SHALL BE MADE USEABLE FOR TRAFFIC. DELDOT STANDARD CONSTRUCTION DETAIL P-2 ILLUSTRATES CROSS-ROAD CUTS Version : 1.0 DWG # : GENERAL NOTES Platform : Georgetown Ring K. Savell 1/7/2016 OmniGraffle

3 Version : 1.0 DWG # : SYMBOLS Platform : Georgetown Ring K. Savell 1/7/2016 OmniGraffle

4 Version : 1.0 DWG # : TOWNSPECS Platform : Georgetown Ring K. Savell 1/7/2016 OmniGraffle

5 Version : 1.0 DWG # : Platform : Georgetown Ring K. Savell 1/7/2016 OmniGraffle

6 PHASE PHASE 2.10 PHASE PHASE PHASE 2.15 PHASE 2.16 KEYMAP.2 KEYMAP.1 1:1861.1

7 MATCHLINE SHEET.2 Segment 6.1

8 MATCHLINE SHEET.3 Segment 6.2 MATCHLINE SHEET.1

9 MATCHLINE SHEET.4 Segment 6.3 MATCHLINE SHEET.2

10 Segment 7 MATCHLINE SHEET.5.4 MATCHLINE SHEET.3

11 MATCHLINE SHEET.6 Segment 7.5 MATCHLINE SHEET.4

12 MATCHLINE SHEET.7 Segment 8.6 MATCHLINE SHEET.5

13 MATCHLINE SHEET.8 Segment 8.7 MATCHLINE SHEET.6

14 Segment 9.8 MATCHLINE SHEET.7 MATCHLINE SHEET.9