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Hanover Township Solomon Creek Sanitary Interceptor Rehabilitation Project Phase #1A/B & #2

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Hanover Township Solomon Creek Sanitary Interceptor Rehabilitation Project Phase #1A/B & #2 DRAWING LIST CS COVER SHEET C100 OVERALL PLAN C101 FIRST STREET PLAN AND PROFILE C102 FIRST STREET PLAN AND PROFILE C103 DELANEY STREET PLAN AND PROFILE C901 DETAILS HANOVER TOWNSHIP SOLOMON CREEK SANITARY INTERCEPTOR REHABILITATION PROJECT PHASE #1A/B & #2 LIST OF UTILITIES AMERIGAS 1027 TEXAS PALMYRA HIGHWAY HONESDALE, PA 18431 CONTACT: CANDY BORTZ EMAIL: [email protected] FRONTIER COMMUNICATIONS OF PA INC. 67 S MAIN STREET SHICKSHINNY, PA 18655 CONTACT: JOHN BUGDONOVITCH EMAIL: [email protected] WYOMING VALLEY SANITARY AUTHORITY PO BOX 33A WILKES BARRE, PA 18703 CONTACT: RALPH BUSH EMAIL: [email protected] UGI PENN NATURAL GAS 1 UGI CENTER WILKES-BARRE, PA 18701 CONTACT: KIM SERIS EMAIL: [email protected] VERIZON PENNSYLVANIA LLC 100 S 6TH STREET VINELAND, NEW JERSEY 08360 CONTACT:BETH BALDWIN EMAIL: [email protected] HANOVER TOWNSHIP 1267 SANS SOUCI PARKWAY HANOVER TOWNSHIP, PA 18706 CONTACT: NED ZWIEBEL SERVICE ELECTRIC COMPANY 15 J CAMPBELL COLLINS DRIVE WILKES-BARRE, PA 18702 LOCATION MAP CONTACT:DAN HOLMES EMAIL: [email protected] UGI UTILITIES 1 UGI CENTER WILKES BARRE, PA 18711 CONTACT: JEREMY BOECKER EMAIL: [email protected] PENNSYLVANIA AMERICAN WATER 2699 STAFFORD AVENUE SCRANTON, PENNSYLVANIA 18507 CONTACT;MARK BALOH EMAIL: [email protected] PAOCS NUMBER: 20180180793 CALL BEFORE YOU DIG! PENNSYLVANIA LAW REQUIRES 3 WORKING DAYS NOTICE FOR CONSTRUCTION PHASE AND 10 WORKING DAYS IN DESIGN STAGE - STOP CALL Pennsylvania One Call System, Inc. www.borton-lawson.com 1-800-242-1776 BETHLEHEM ● PITTSBURGH ● STATE COLLEGE ● WILKES - BARRE REVISIONS 8/10/2017 1:28 PM - NO. DATE DESCRIPTION SEAL DRAWN BY MAG CHECKED BY DMW DATE FEBRUARY 5, 2018 PROJECT NUMBER 2016-2215-018 DRAWING NUMBER P:\2016\2215\018\02-CADD\SHEET\Cover.dwg CS GENERAL NOTES: SEWAGE DIVERSION NOTES: FEATURES LEGEND 1. LIMITS OF WORK (L.O.W.) INDICATED ON DRAWINGS MAY BE ADJUSTED BY ENGINEER DURING 1. THE EXISTING SEWER SYSTEM SHALL REMAIN IN CONTINUOUS OPERATION DURING CONSTRUCTION. CONSTRUCTION BASED UPON ACTUAL FIELD CONDITIONS. 2. REFER TO SPECIFICATIONS SECTION 33 01 30.10 FOR SEWAGE DIVERSION REQUIREMENTS. SANITARY LINE 2. THE PLAN(S) AND TYPICAL SECTION(S) DEPICT THE GENERAL LAYOUT, LENGTH, SCOPE, AND LIMIT OF 3. SANITARY SEWERS NOTED ON THIS SHEET TO BE TEMPORARILY PLUGGED ARE LINES THAT CONTAIN WORK. THEY MAY NOT INDICATE ALL SITE SPECIFIC CONDITIONS THAT WILL NEED TO BE ADDRESSED LOW FLOWS. THESE LINES SHOULD ONLY BE PLUGGED AS NECESSARY FOR FOR THE CIPP RIGHT-OF-WAY LINE DURING CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE TO THOROUGHLY EXAMINE ALL INSTALLATION PROCESS. THE TIME SHALL BE KEPT TO A MINIMUM. CONTRACTOR SHALL COORDINATE EXISTING CONDITIONS OF THE SITE PRIOR TO SUBMITTING A BID SO AS TO IDENTIFY ANY SITE SPECIFIC WITH OWNER PRIOR TO THE TEMPORARY PLUGGING OF ANY LINES. PROPOSED SANITARY LINE CONDITIONS THAT MAY AFFECT THEIR BID. 4. ABANDONED SANITARY SEWER LINES MAY BE ENCOUNTERED DURING CONSTRUCTION. IF A SEWER IS 3. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ANY SITE SPECIFIC CONDITION THAT BELIEVED TO BE ABANDONED, IT SHOULD BE BROUGHT TO THE ATTENTION OF THE OWNER. TAX PARCEL LINES MAY REQUIRE SPECIAL ATTENTION DURING CONSTRUCTION PRIOR TO THE COMMENCEMENT OF WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT MANHOLE 1-800-242-1776 NOT LESS THAN THREE (3), NOR MORE THAT TEN (10) WORKING DAYS PRIOR TO THE PHASE SUMMARY (GENERAL): START OF WORK TO HAVE ALL UTILITIES MARKED IN THE AREAS OF WORK. THE CONTRACTOR WILL BE RESPONSIBLE TO CONTACT DIRECTLY, ANY UTILITY NOT LISTED ON THE DRAWING, OR NOT ON RECORD 1. PHASE 1A - CLEAN, CCTV INSPECT, AND CIPP LINE FROM WVSA DIVERSION STRUCTURE TO MH-1C. WITH THE PENNSYLVANIA ONE-CALL SYSTEM. REHABILITATE MH-1A, 1B, AND 1C. 5. CONTRACTOR SHALL FIELD VERIFY EXISTING SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO 2. PHASE 1B - CLEAN, CCTV INSPECT, AND CIPP LINE FROM MH-1C TO MH-1. REHABILITATE MH-1. CONSTRUCTION. 3. PHASE 2 - CLEAN, CCTV INSPECT, AND CIPP LINE FROM MH-1 TO MH-3. REHABILITATE MH-2 AND 3. 6. ALL NECESSARY TRAFFIC CONTROL AND OTHER REQUIRED MAINTENECE AND PROTECTION OF TRAFFIC WVSA SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE IN ACCORDANCE WITH THE DIVERSION CHAMBER PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATIONS 212, 213 AND 236. 19+41 7. TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH PENNDOT PUBLICATION 212, OFFICIAL TRAFFIC CONTROL DEVICES, LATEST EDITION. 8. CONTRACTOR SHALL COORDINATE WITH ALL EMERGENCY SERVICE PROVIDERS INCLUDING, BUT NOT 19+00 LIMITED TO HANOVER TOWNSHIP POLICE DEPARTMENT, HANOVER TOWNSHIP FIRE DEPARTMENT AND HANOVER TOWNSHIP AMBULANCE ASSOCIATIONS TO NOTIFY THEM TO PROJECT WORK SCHEDULE. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AREAS/LOCATIONS FOR STOCKPILING OF MATERIALS FOR USE ON-SITE. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND ANY DISPOSAL FEES WITH THE STRUCTURE TO BE WYOMING VALLEY SANITARY AUTHORITY FOR DISPOSAL OF ALL MATERIAL REMOVED FROM SANITARY UTILIZED FOR SEWAGE LINE DURING PERFORMANCE OF THE WORK. DIVERSION 11. FOLLOWING CLEANING OF THE SANITARY SEWER, CCTV INSPECTION SHALL BE CONDUCTED TO 18+00 DETERMINE THE CONDITION OF THE PIPE AND WHETHER ANY PORTIONS OF THE SEWER REQUIRE REPAIR PRIOR TO CIPP LINING. IF SECTIONS ARE FOUND TO REQUIRE REPAIR, IT SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER. 12. NO KNOW LATERALS CONNECT TO THE SECTION OF THE SANITARY SEWER TO BE LINED. THIS SHALL BE CONFIRMED BY THE CONTRACTOR VIA CCTV. ANY CONNECTIONS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER. 13. CONTRACTOR SHALL VERIFY THE INSIDE DIAMETER OF THE EXISTING SANITARY SEWERS TO BE LINED. 17+00 MANHOLE TO BE UTILIZED MANHOLE TO BE UTILIZED FOR SEWAGE DIVERSION FOR SEWAGE DIVERSION 16+00 SHEET C-103 MANHOLE TO BE UTILIZED FOR SEWAGE DIVERSION 15+00 MH-1A SANITARY SEWER TO BE SANITARY SEWER TO BE SANITARY SEWER TO BE WILKES BARRE ST. TEMPORARILY PLUGGED SHAWNEE ST. TEMPORARILY PLUGGED 14+00 TEMPORARILY PLUGGED FELLOWS AVE 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 MH-3 8+00 9+00 10+00 11+00 12+00 13+00 MH-2 MH-1 13+40 FIRST ST MH-1C MH-1B SANITARY SEWER TO BE MANHOLE TO BE UTILIZED TEMPORARILY PLUGGED FOR SEWAGE DIVERSION FIRST ST MANHOLE TO BE UTILIZED FOR SEWAGE DIVERSION SANITARY SEWER TO BE TEMPORARILY PLUGGED MANHOLE TO BE UTILIZED DELANEY ST FOR SEWAGE DIVERSION SHEET C-102 SHEET C-101 PHASE 2 PHASE 1B PHASE 1B PHASE 1A 1/18/2018 8:09 AM MANHOLE TO BE UTILIZED - FOR SEWAGE DIVERSION (APPROXIMATELY 450 FEET FROM MH-3) GRAPHIC SCALE IN FEET MH-5 0' 60' 120' 180' CALL REVISIONS SEALS DRAWING TITLE & PROJECT NAME DRAWN BY MAG PA ONE CALL OVERALL PLAN CHECKED BY DMW SYSTEM TOLL DATE FEBRUARY 5, 2018 FREE R PROJECT NUMBER THREE DAYS SOLOMON CREEK SANITARY INTERCEPTOR BEFORE 2016-2215-018 Know what's below. YOU DIG REHABILITATION PROJECT DRAWING NUMBER Call before you dig. www.borton-lawson.com 811 PHASE #1A/B & #2 P:\2016\2215\018\02-CADD\SHEET\KEY MAP.dwg OR 1-800-242-1776 NO. DATE DESCRIPTION HANOVER TOWNSHIP, LUZERNE COUNTY, PENNSYLVANIA C-100 MANHOLE TO BE REHABILITATED 261 LF 39" CLAY TILE PIPE TO BE 255 LF 39" CLAY 412 LF 39" CLAY LINED TILE PIPE TO BE MANHOLE TO BE MANHOLE TO BE TILE PIPE TO BE LINED REHABILITATED REHABILITATED LINED 7+00 4+00 3+00 6+00 5+00 2+00 1+00 0+00 FIRST STREET MATCHLINE SEE SHEET C-102 MANHOLE TO BE WILKES-BARRE STREET UTILIZED FOR FELLOWS AVENUE SEWAGE DIVERSION SHAWNEE AVENUE NEAREST UPSTREAM MANHOLE TO BE UTILIZED FOR SEWAGE DIVERSION (SEE NOTE 1) FIRST STREET PLAN NOTES: 0' 30' 60' 90' 1. REFER TO DRAWING C100 AND SPECIFICATIONS SECTION 33 01 30.10 FOR SEWAGE DIVERSION REQUIREMENTS. 550 MANHOLE TO BE MANHOLE TO BE REHABILITATED REHABILITATED 540 MANHOLE TO BE REHABILITATED 530 261 LF 39" CLAY TILE 255 LF 39" CLAY TILE 412 LF 39" CLAY TILE PIPE TO BE LINED PIPE TO BE LINED PIPE TO BE LINED 520 → → → 510 MATCHLINE SEE SHEET C-102 500 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 FIRST STREET PROFILE HORIZONTAL SCALE 0' 30' 60' 90' VERTICAL SCALE 0' 10' 20' 30' 11/18/2016 7:44 AM - CALL REVISIONS SEALS DRAWING TITLE & PROJECT NAME DRAWN BY MAG PA ONE CALL CHECKED BY DMW SYSTEM TOLL FIRST STREET PLAN AND PROFILE DATE FEBRUARY 5, 2018 FREE R PROJECT NUMBER THREE DAYS SOLOMON CREEK SANITARY INTERCEPTOR BEFORE 2016-2215-018 Know what's below. YOU DIG REHABILITATION PROJECT DRAWING NUMBER Call before you dig. www.borton-lawson.com 811 PHASE #1A/B & #2 P:\2016\2215\018\02-CADD\SHEET\plan.dwg OR 1-800-242-1776 NO. DATE DESCRIPTION HANOVER TOWNSHIP, LUZERNE COUNTY, PENNSYLVANIA C-101 16+00 NOTES: 1. REFER TO DRAWING C100 AND SPECIFICATIONS SECTION 33 01 30.10 FOR SEWAGE DIVERSION MANHOLE TO BE REQUIREMENTS. UTILIZED FOR SEWAGE DIVERSION (SEE NOTE 1) 2. A FLOW METER IS INSTALLED WITHIN MANHOLE 1A, WHICH WILL REQUIRE REMOVAL AND REINSTALLATION. THIS WORK SHALL BE COORDINATED WITH NORTH EAST TECHNICAL SALES. CONTACT MARC GRADWOHL AT 610.283.4551. SEE SHEET C-103 FOR CONTINUATION 15+00 MANHOLE TO BE REHABILITATED DELANEY STREET 94 LF 36" CLAY TILE PIPE TO BE LINED 14+00 397 LF 39" CLAY MANHOLE TO BE 412 L.F. OF 39" TILE PIPE TO BE REHABILITATED MANHOLE TO BE CLAY TILE PIPE LINED UTILIZED FOR SEWAGE MANHOLE TO BE TO BE LINED DIVERSION (SEE NOTE 1) REHABILITATED FIRST STREET 9+00 8+00 7+00 10+00 11+00 12+00 13+00 13+40 MANHOLE TO BE MATCHLINE SEE SHEET C-101 UTILIZED FOR SEWAGE DIVERSION (SEE NOTE 1) MANHOLE TO BE UTILIZED FOR SEWAGE DIVERSION (SEE NOTE 1) FIRST STREET PLAN 0' 30' 60' 90' 550 MANHOLE TO BE REHABILITATED MANHOLE TO BE 540 REHABILITATED 530 412 LF 39" CLAY TILE 397 LF 39" CLAY TILE PIPE TO BE LINED PIPE TO BE LINED 520 → → 510 MATCHLINE SEE SHEET C-101 500 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 FIRST STREET PROFILE HORIZONTAL SCALE 11/18/2016 7:44 AM - 0' 30' 60' 90' VERTICAL SCALE 0' 10' 20' 30' CALL REVISIONS SEALS DRAWING TITLE & PROJECT NAME DRAWN BY MAG PA ONE CALL CHECKED BY DMW SYSTEM TOLL FIRST STREET PLAN AND PROFILE DATE FEBRUARY 5, 2018 FREE R PROJECT NUMBER THREE DAYS SOLOMON CREEK SANITARY INTERCEPTOR BEFORE 2016-2215-018 Know what's below.
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