Plans_Durham_Meadows_Waterline_10_May_2018_Final.pdf

PDF 46 MB Posted Jun 14, 2018

Attached to: New Water Distribution System in Durham and Middletown, Connecticut
Solicitation number: W912WJ18B0016
Issued by: Department of the Army Corps of Engineers Engineering District New England

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File	Type	Posted
Bid_Abstract-signed.pdf	PDF	Aug 23, 2018
Bid_Snapsheet.pdf	PDF	Aug 21, 2018
Amendment_0006_-_Durham_Spec_Section_11355_Revised_15_Aug_2018.pdf	PDF	Aug 17, 2018
Amendment_0006_-_Durham_Sheet_E3_Revised_15_Aug_2018.pdf	PDF	Aug 17, 2018
Amendment_0006_-_Durham_Sheet_E4_Revised_15_Aug_2018.pdf	PDF	Aug 17, 2018
Amendment_0006.pdf	PDF	Aug 17, 2018
Amendment_0005_-_19_Maiden_Lane_Amendment.pdf	PDF	Aug 3, 2018
Volume_2_Appendix_B_pages_401_to_600.pdf	PDF	Aug 3, 2018
Amendment_0005_.pdf	PDF	Aug 3, 2018
Volume_2_Appendix_C_pages_687_to_688.pdf	PDF	Aug 3, 2018
Amendment_0005_-_Updated_Specifications.pdf	PDF	Aug 3, 2018
Amendment_0005_-_C-505_Bid_Amendment.pdf	PDF	Aug 3, 2018
Volume_2_Appendix_B_pages_208_to_400.pdf	PDF	Aug 3, 2018
Volume_2_Appendix_B_pages_601_to_686.pdf	PDF	Aug 3, 2018
Volume_2_Appendix_D_pages_689_to_696.pdf	PDF	Aug 3, 2018
Amendment_0005_-_C-4_Bid_Amendment.pdf	PDF	Aug 3, 2018
Volume_2_Appendix_A_pages_1_to_207.pdf	PDF	Aug 3, 2018
Amendment_0004.pdf	PDF	Jul 18, 2018
Amendment_0003.pdf	PDF	Jul 17, 2018
Amendment_0003_-_Change_to_Specifications.pdf	PDF	Jul 17, 2018
Amendment_0002.pdf	PDF	Jul 10, 2018
Amendment_0001.pdf	PDF	Jul 5, 2018
Durham_BasisOfDesignReport_25Apr18.pdf	PDF	Jun 14, 2018
Durham_Waterline_BODR_Appendices_25_April_2018.pdf	PDF	Jun 14, 2018
Specifications.pdf	PDF	Jun 14, 2018
Specs_Vol_2_Durham_Appendix_10_May_2018_Final.pdf	PDF	Jun 14, 2018
W912WJ18B0016.pdf	PDF	Jun 14, 2018
Specs_Vol_1_Durham_Waterline_10_May_2018_Final.pdf	PDF	Jun 14, 2018

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Middletown and Durham, CT

EPA CONTRACT NO. EP-S1-06-01

LOCATION PLAN

TASK ORDER NO. 0060-RD-RD-01D5

Scale: 1" = 1000'

DURHAM MEADOWS WATERLINE RD

APRIL 2018

100% SUBMITTAL

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CIVIL - CONTINUED

C-27 PLAN - MAPLE AVENUE - STA. 900+00 TO STA. 905+50

C-28 PROFILE - MAPLE AVENUE - STA. 900+00 TO STA.905+50

C-29 PLAN - MAPLE AVENUE - STA. 905+50 TO STA. 912+88

C-30 PROFILE - MAPLE AVENUE - STA. 905+50 TO STA. 912+88

C-31 PLAN - MAPLE AVE & WALLINGFORD RD - STA. 912+88 TO STA. 922+50 & STA. 602+01 TO STA. 609+50

C-32 PROFILE - MAPLE AVENUE - STA. 912+88 TO STA. 922+50

C-33 PLAN - MAPLE AVENUE - STA. 922+50 TO STA. 933+50

C-34 PROFILE - MAPLE AVENUE - STA. 922+50 TO STA. 933+50

C-35 PLAN - MAPLE AVENUE & TALCOTT LANE - STA. 933+50 TO STA. 940+88 & STA. 301+80 TO STA. 306+13

C-36 PROFILES - MAPLE AVENUE & TALCOTT LANE - STA. 933+50 TO STA. 940+88 & STA. 300+00 TO STA. 306+13

C-37 PLAN - MAIDEN LANE - STA. 403+25 TO STA. 409+50

C-38 PROFILE - MAIDEN LANE - STA. 400+00 TO STA. 409+50

C-39 PLAN - MAIDEN LANE - STA. 409+50 TO STA. 426+14 & STA. 536+40 TO STA. 538+55

C-40 PROFILE - MAIDEN LANE - STA. 409+50 TO STA. 426+14

C-41 PLAN - PICKETT LANE - STA. 504+00 TO STA. 525+50

C-42 PROFILE - PICKETT LANE - STA. 500+00 TO STA. 520+00

C-43 PLAN - PICKETT LANE - STA. 525+50 TO STA. 536+40

C-44 PROFILE - PICKETT LANE - STA. 520+00 TO STA. 538+55

C-45 PROFILES - MISCELLANEOUS

C-46 PROFILES - MISCELLANEOUS

C-47 ENLARGED SITE PLANS BOOSTER STATION AND METER VAULT

GENERAL

G-1 TITLE SHEET

G-2 INDEX OF DRAWINGS

G-3 GENERAL NOTES, LEGEND, AND ABBREVIATIONS

G-4 KEY PLAN

G-5 SURVEY CONTROL POINT TIE DIAGRAMS

INSTRUMENTATION

DI-1 LEGEND, ABBREVIATIONS AND NOTES

DI-2 SYSTEM ARCHITECTURE

DI-3 LOOP DECSRIPTIONS

DI-4 CHERRY HILL TANK AND ALTITUDE VAULT

DI-5 LONG HILL PUMP STATION

DI-6 TALCOTT RIDGE BOOSTER STATION

DI-7 WATER METER VAULT AND PRESSURE REDUCING VAULT

CIVIL

C-1A EXISTING CONDITIONS PLAN

C-1B EXISTING CONDITIONS & SITE PREPARATION

C-2 SITE, GRADING AND PIPING

C-3 PLAN & PROFILE - TANK ACCESS DRIVEWAY - STA. 10+00 TO STA. 17+20

C-4 PLAN & PROFILE - TANK ACCESS DRIVEWAY - STA. 17+20 TO STA. 30+46

C-5 PLAN - TALCOTT RIDGE DRIVE - STA. 30+46 TO STA. 35+68

C-6 PROFILE - TALCOTT RIDGE DRIVE - STA. 30+46 TO STA. 35+68

C-7 PLAN - TALCOTT RIDGE DRIVE - STA. 35+68 TO STA. 45+97

C-8 PROFILE - TALCOTT RIDGE DRIVE - STA. 35+68 TO STA. 45+97

C-9 PLAN - SOUTH MAIN STREET (ROUTE 17) - STA. 45+97 TO STA. 52+35 & STA. 100+00 TO STA. 104+76

C-10 PROFILE - SOUTH MAIN STREET (ROUTE 17) - STA. 45+97 TO STA. 52+35 & STA. 100+00 TO STA. 104+76

C-11 PLAN - SOUTH MAIN STREET (ROUTE 17) - STA. 104+76 TO STA. 125+50

C-12 PROFILE - SOUTH MAIN STREET (ROUTE 17) - STA. 104+76 TO STA. 125+50

C-13 PLAN - MAIN STREET (ROUTE 17) - STA. 125+50 TO STA. 146+11

C-14 PROFILE - MAIN STREET (ROUTE 17) - STA. 125+50 TO STA. 146+11

C-15 PLAN - MAIN STREET (ROUTE 17) - STA. 146+11 TO STA. 167+73

C-16 PROFILE - MAIN STREET (ROUTE 17) - STA. 146+11 TO STA. 167+73

C-17 PLAN - MAIN STREET (ROUTE 17) - STA. 167+73 TO STA. 177+75

C-18 PROFILE - MAIN STREET (ROUTE 17) - STA.167+73 TO STA. 177+75

C-19 PLAN - MAIN STREET (ROUTE 17) - STA. 177+75 TO 188+60

C-20 PROFILE - MAIN STREET (ROUTE 17) - STA. 177+75 TO STA. 188+60

C-21 PLAN - MAIN STREET (ROUTE 17) - STA. 188+60-STA. 199+40, STA. 400+00-STA. 403+25 & STA. 600+00-STA. 602+01

C-22 PROFILE - MAIN STREET (ROUTE 17) - STA. 188+60 TO STA. 199+40

C-23 PLAN - MAIN STREET (ROUTE 17) - STA. 199+40 TO STA. 207+00 & STA. 500+00 TO 504+00

C-24 PROFILE - MAIN STREET (ROUTE 17) - STA. 199+40 TO STA. 207+00

C-25 PLAN - MAIN STREET (ROUTE 17) - STA. 207+00 TO STA. 209+25

C-26 PROFILE - MAIN STREET (ROUTE 17) - STA. 207+00 TO STA. 209+25

MECHANICAL

M-001 LEGEND, GENERAL NOTES, AND ABBREVIATIONS

M-101 TANK PLAN AND SECTIONS

M-102 TANK DETAILS I

M-103 TANK DETAILS II

M-104 TANK DETAILS III

M-105 TANK DETAILS IV

M-106 TANK DETAILS V

M-107 ALTITUDE VALVE VAULT PLAN AND SECTION

M-108 ALTITUDE VALVE VAULT SECTIONS

M-109 WATER METER VAULT PLAN AND SECTION

M-110 PRESSURE REDUCING VALVE VAULT

M-111 DURHAM BOOSTER STATION MODIFICATIONS

M-112 LONG HILL STATION MODIFICATIONS

M-113 BOOSTER STATION PLAN AND SECTIONS

M-501 STANDARD DETAILS

S-001 PRECAST STRUCTURE SPECIFICATIONS AND DETAILS

CIVIL DETAILS

C-501 EROSION AND SEDIMENTATION CONTROL DETAILS

C-502 WATER MAIN DETAILS

C-503 WATER SERVICE DETAILS

C-504 STORM DRAINAGE DETAILS

C-505 SURFACE RESTORATION DETAILS

C-506 WATER STORAGE TANK SITE DETAILS

C-507 METAL BEAM RAIL (TYPE RB-350) GUIDERAIL DETAILS

C-508 TRAFFIC SIGNALS LOOP DETECTOR DETAILS

C-509 MAIN STREET AT MIDDLEFIELD ROAD - EXISTING TRAFFIC CONTROL SIGNAL PLAN

C-510 MAIN STREET AT WALLINGFORD ROAD - EXISTING TRAFFIC CONTROL SIGNAL PLAN

C-511 MAIN STREET AT PICKETT LANE - EXISTING TRAFFIC CONTROL SIGNAL PLAN

INDEX OF DRAWINGS

ELECTRICAL

E-1 LEGEND, ABBREVIATIONS, AND GENERAL NOTES

E-2 CONDUIT, WIRE, AND LIGHTING SCHEDULES AND AREA CLASSIFICATION

E-3 CHERRY HILL STORAGE TANK ELECTRICAL SITE PLAN

E-4 CHERRY HILL STORAGE TANK ELECTRICAL PART PLAN & RISER DIAGRAMS

E-5 ALTITUDE VALVE VAULT PLANS AND DIAGRAMS

E-6 WATER METER VAULT PLANS AND DIAGRAMS

E-7 PRESSURE REDUCING VAULT PLANS AND DIAGRAMS

E-8 ELECTRICAL ENCLOSURE LAYOUTS AND DETAILS

E-9 LONG HILL PS - SINGLE LINE DIAGRAM - DEMO

E-10 LONG HILL PS - SINGLE LINE DIAGRAM - MODIFICATIONS

E-11 LONG HILL PS - ELECTRICAL DEMO PLAN

E-12 LONG HILL PS - ELECTRICAL POWER PLAN

E-13 LONG HILL PS - WIRING SCHEMATICS

E-14 TALCOTT RIDGE BOOSTER STATION SINGLE LINE DIAGRAM AND SCHEMATICS

E-15 TALCOTT RIDGE BOOSTER STATION PLANS AND DIAGRAMS

ARCHITECTURAL DETAILS

A-501 WATER METER BUILDING DETAILS

A-502 TALCOTT RIDGE BOOSTER STATION DETAILS

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AECOM, INC. 500 ENTERPRISE DRIVE ROCKY HILL, CT 06067 PHONE (860) 263-5800

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APRIL 2018

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STRUCTURE

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BORING

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MONITORING WELL

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PIPING 20" AND SMALLER

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AIR RELEASE VALVE

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BLOW-OFF

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GATE VALVE

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REDUCER

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BM BENCHMARK

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CATV CABLE TELEVISION

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CB CATCH BASIN

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C.I. CAST IRON

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1. THIS SURVEY HAS BEEN PREPARED BY FREEMAN COMPANIES, LLC, IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT STATE AGENCIES, THIS SURVEY HAS BEEN PREPARED BY FREEMAN COMPANIES, LLC, IN ACCORDANCE WITH THE REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300b-1 THRU 20-300b-20, THE "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. 2. PROPERTY LINES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE NOT CERTIFIED AS ACCURATE UNDER A-2 STANDARDS. UNLESS PROPERTY LINES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE NOT CERTIFIED AS ACCURATE UNDER A-2 STANDARDS. UNLESS OTHERWISE NOTED, PUBLIC FACILITIES WILL BE LOCATED WITHIN MUNICIPAL OR STATE RIGHTS OF WAY. THE TYPE OF SURVEY IS A "PERIMETER BOUNDARY AND LIMITED TOPOGRAPHIC" SURVEY INTENDED TO BE USED AS A BASIS FOR WATER LINE DESIGN. THE BOUNDARY DETERMINATION CATEGORY IS THAT OF A DEPENDENT RESURVEY. THE PROPERTY LINE LOCATIONS DEPICTED HEREIN ARE THE RESULT OF RECORD RESEARCH AND LIMITED FIELD MEASUREMENTS AND ARE NOT INTENDED TO BE USED FOR CONVEYANCE PURPOSES. 3. THE SURVEY ACCURACY CONFORMS TO HORIZONTAL CLASS "A-2" AND VERTICAL ACCURACY CLASS "V-3" FOR CONTROL POINTS AND THE SURVEY ACCURACY CONFORMS TO HORIZONTAL CLASS "A-2" AND VERTICAL ACCURACY CLASS "V-3" FOR CONTROL POINTS AND BENCHMARKS. STREET AND PROPERTY LINES DEPICTED HEREON CONFORM TO CLASS "D" ACCURACY STANDARDS. PLANIMETRIC FEATURES AND CONTOURS ARE FROM PHOTOGRAMMETRIC TECHNIQUES PERFORMED BY GOLDEN AERIAL SURVEYS INCORPORATED USING MARCH 27, 2013 PHOTOGRAPHY IN ACCORDANCE WITH THE NATIONAL MAP STANDARDS FOR PHOTOGRAMMETRIC MAPPING WHICH CONFORMS TO CLASS T-3 ACCURACY STANDARDS. 4. COORDINATES DEPICTED HEREIN REFER TO THE CONNECTICUT COORDINATE SYSTEM OF 1983 AS REALIZED FROM OBSERVATIONS REFERENCED TO COORDINATES DEPICTED HEREIN REFER TO THE CONNECTICUT COORDINATE SYSTEM OF 1983 AS REALIZED FROM OBSERVATIONS REFERENCED TO NAD83. ELEVATIONS DEPICTED HEREIN ARE BASED UPON NAVD88. 5. EXISTING UTILITIES IN THE STREETS WITHIN THE LIMITS OF THE WORK ARE TO REMAIN IN SERVICE DURING CONSTRUCTION. WATER AND EXISTING UTILITIES IN THE STREETS WITHIN THE LIMITS OF THE WORK ARE TO REMAIN IN SERVICE DURING CONSTRUCTION. WATER AND WASTEWATER SERVICES SHALL BE MAINTAINED AT ALL TIMES THROUGHOUT THE LIFE OF THE PROJECT. 6. UNDERGROUND UTILITIES AS SHOWN ARE APPROXIMATE ONLY. ADDITIONAL UTILITIES MAY BE PRESENT. THE CONTRACTOR SHALL DETERMINE UNDERGROUND UTILITIES AS SHOWN ARE APPROXIMATE ONLY. ADDITIONAL UTILITIES MAY BE PRESENT. THE CONTRACTOR SHALL DETERMINE THE ACCURATE LOCATIONS OF THE UTILITIES SHOWN AND THE POSSIBLE EXISTENCE OF OTHER UNDERGROUND UTILITIES BY PROVIDING OBSERVATION TEST PITS. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES IN WRITING AT LEAST 72 HOURS (EXCLUDING SATURDAYS, SUNDAYS AND LEGAL HOLIDAYS) BEFORE EXCAVATING IN ANY PUBLIC WAY. CONTRACTOR SHALL ALSO NOTIFY CONNECTICUT CALL-BEFORE-YOU-DIG AT 1-800-922-4455 AT LEAST 72 HOURS PRIOR TO START OF THE WORK. 7. THE CONTRACTOR IS RESPONSIBLE FOR MAKING ALL ARRANGEMENTS FOR ANCHORING, SUPPORTING AND/OR RELOCATING AND PROTECTING ALL THE CONTRACTOR IS RESPONSIBLE FOR MAKING ALL ARRANGEMENTS FOR ANCHORING, SUPPORTING AND/OR RELOCATING AND PROTECTING ALL UTILITIES DURING CONSTRUCTION. ALL COSTS SHALL BE INCLUDED IN THE LUMP SUM BID. IN THE EVENT OF DAMAGE, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST OF ALL REPAIRS. 8. EXISTING UTILITIES INTERFERING WITH THE WORK SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. IT SHALL BE THE CONTRACTOR'S EXISTING UTILITIES INTERFERING WITH THE WORK SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE APPROPRIATE UTILITY COMPANIES PRIOR TO CONSTRUCTION. 9. ALL WALL AND SLAB PENETRATIONS SHALL BE SEALED WATERTIGHT. ALL WALL AND SLAB PENETRATIONS SHALL BE SEALED WATERTIGHT. 10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO PRECONSTRUCTION GRADES UPON COMPLETION OF WATER STORAGE TANK AND THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO PRECONSTRUCTION GRADES UPON COMPLETION OF WATER STORAGE TANK AND WATER MAIN CONSTRUCTION AND TESTING, EXCEPT WHERE PERMANENT GRADE CHANGES ARE SPECIFICALLY NOTED OR ORDERED. 11. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF THE EXISTING FEATURES AND STRUCTURES WITHIN AND ADJACENT TO THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF THE EXISTING FEATURES AND STRUCTURES WITHIN AND ADJACENT TO THE WORK. IN THE EVENT OF DAMAGE, THE REPAIRS OR REPLACEMENT SHALL BE COMPLETED AT THE CONTRACTOR'S EXPENSE AS APPROVED BY THE ENGINEER. 12. THE CONTRACTOR IS RESPONSIBLE FOR SEQUENCING OF ALL WORK TO AVOID CONFLICTS BETWEEN ALL PROPOSED WORK. THE CONTRACTOR IS RESPONSIBLE FOR SEQUENCING OF ALL WORK TO AVOID CONFLICTS BETWEEN ALL PROPOSED WORK. 13. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL WORK AS INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS AND AS DIRECTED BY THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL WORK AS INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS AND AS DIRECTED BY THE ENGINEER IN CONFORMANCE WITH ALL APPLICABLE CODES AND IN A PROPER AND WORKMANLIKE MANNER. 14. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER AND ADEQUATE TRENCH SHORING AND BRACING AT ALL TIMES IN ACCORDANCE THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPER AND ADEQUATE TRENCH SHORING AND BRACING AT ALL TIMES IN ACCORDANCE WITH REQUIRED SAFETY STANDARDS. 15. THE CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC MANAGEMENT PLAN FOR WORK PRIOR TO THE START OF CONSTRUCTION TO SHOW THE CONTRACTOR SHALL PREPARE AND SUBMIT A TRAFFIC MANAGEMENT PLAN FOR WORK PRIOR TO THE START OF CONSTRUCTION TO SHOW HOW TRAFFIC FLOW WILL BE MAINTAINED DURING CONSTRUCTION. THE CONTRACTOR SHALL FURNISH ALL PROTECTIVE AND/OR WARNING DEVICES AS REQUIRED TO CONTROL TRAFFIC AND PROTECT THE PUBLIC IN ALL WORK AREAS. THE CONTRACTOR SHALL MAINTAIN EMERGENCY ACCESS TO ALL AREAS AFFECTED BY THE WORK AT ALL TIMES. THIS PLAN SHALL BE COORDINATED WITH THE ENGINEER, CITY OF MIDDLETOWN, TOWN OF DURHAM, AND ALL EMERGENCY DEPARTMENTS. 16. PRIOR TO CLOSING ANY ROADWAY (PARTIALLY OR COMPLETELY), CTDOT, MUNICIPAL POLICE AND LOCAL FIRE OFFICIALS SHALL BE NOTIFIED. THE PRIOR TO CLOSING ANY ROADWAY (PARTIALLY OR COMPLETELY), CTDOT, MUNICIPAL POLICE AND LOCAL FIRE OFFICIALS SHALL BE NOTIFIED. THE CONTRACTOR SHALL COMPLY WITH ANY CONDITIONS SET BY THE CTDOT, AND PUBLIC SAFETY OFFICIALS, IN CONJUNCTION WITH THE OWNER AND ENGINEER. 17. IN ADDITION TO COMPLIANCE WITH THE GENERAL REQUIREMENTS SECTION OF THE SPECIFICATIONS, THE CONTRACTOR SHALL TAKE ALL IN ADDITION TO COMPLIANCE WITH THE GENERAL REQUIREMENTS SECTION OF THE SPECIFICATIONS, THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES AND SHALL PROVIDE ALL NECESSARY CONTINUOUS BARRIERS OF SUFFICIENT TYPE, SIZE AND STRENGTH TO PREVENT ACCESS TO ALL OPEN EXCAVATIONS AT THE COMPLETION OF EACH DAY'S WORK. 18. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL WASTE BUILDING MATERIAL, CONCRETE, MASONRY, TREES, SHRUBS, DEBRIS AND OTHER THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL WASTE BUILDING MATERIAL, CONCRETE, MASONRY, TREES, SHRUBS, DEBRIS AND OTHER MATERIALS NECESSARY FOR THE SATISFACTORY COMPLETION OF THE WORK AND AS REQUIRED BY THE OWNER. CONSTRUCTION DEBRIS SHALL BE DISPOSED OF IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE AND FEDERAL LAWS. 19. THE CONTRACTOR SHALL RESTORE CROSS COUNTRY AREAS, PAVEMENT, PAVEMENT MARKINGS, SIDEWALKS, UTILITIES, FENCES, WALLS, OTHER THE CONTRACTOR SHALL RESTORE CROSS COUNTRY AREAS, PAVEMENT, PAVEMENT MARKINGS, SIDEWALKS, UTILITIES, FENCES, WALLS, OTHER INFRASTRUCTURE AND APPURTENANCES DISTURBED BY CONSTRUCTION ACTIVITIES TO THEIR PRE-CONSTRUCTION CONDITIONS UNLESS OTHERWISE NOTED. CONTRACTOR SHALL LIMIT HIS CONTRACT WORK AREA AND OPERATIONS TO WITHIN 10 FEET OF THE PROPOSED WORK INDICATED IN THE DRAWINGS. ALL AREAS AND UTILITIES OUTSIDE OF CONTRACT OR PAVEMENT LIMITS DISTURBED BY THE CONTRACTOR SHALL BE RESTORED AT NO ADDITIONAL COST TO THE OWNER. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AT NO ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AT NO ADDITIONAL COST TO THE OWNER. 21. NO TREES OR TREE LIMBS ALONG THE ENTIRE ROUTE OF CONSTRUCTION ON PUBLIC WAYS SHALL BE CUT UNLESS OTHERWISE DIRECTED BY NO TREES OR TREE LIMBS ALONG THE ENTIRE ROUTE OF CONSTRUCTION ON PUBLIC WAYS SHALL BE CUT UNLESS OTHERWISE DIRECTED BY THE ENGINEER, OR INDICATED ON THE DRAWINGS. 22. ALL EROSION CONTROL MEASURES FOR THE CONSTRUCTION ZONE SHALL BE IN PLACE PRIOR TO THE START OF CONSTRUCTION. ALL EROSION CONTROL MEASURES FOR THE CONSTRUCTION ZONE SHALL BE IN PLACE PRIOR TO THE START OF CONSTRUCTION. 23. CONTRACTOR TO PROVIDE AND MAINTAIN SEDIMENTATION AND EROSION CONTROL MEASURES TO PROTECT ALL CATCH BASINS, DRAINAGE INLETS CONTRACTOR TO PROVIDE AND MAINTAIN SEDIMENTATION AND EROSION CONTROL MEASURES TO PROTECT ALL CATCH BASINS, DRAINAGE INLETS AND SWALES IN THE CONSTRUCTION ZONE. 24. WHERE WATER MAINS ARE SHOWN TO CROSS EXISTING STORM DRAINS, THE NEW WATER MAIN SHALL BE INSTALLED SO THAT A FULL LENGTH OF WHERE WATER MAINS ARE SHOWN TO CROSS EXISTING STORM DRAINS, THE NEW WATER MAIN SHALL BE INSTALLED SO THAT A FULL LENGTH OF WATER MAIN CROSSES THE STORM DRAIN MIDWAY BETWEEN THE JOINTS OF THE WATER MAIN. 25. STOCKPILING OF CONSTRUCTION MATERIALS WITHIN 100 FT. OF WATERWAYS IS PROHIBITED. STOCKPILING OF CONSTRUCTION MATERIALS WITHIN 100 FT. OF WATERWAYS IS PROHIBITED. 26. WETLAND DELINEATION WAS PERFORMED BY A CERTIFIED PROFESSIONAL SOIL SCIENTIST (CPSS #21734) IN JULY, 2013, SEPTEMBER, 2014, WETLAND DELINEATION WAS PERFORMED BY A CERTIFIED PROFESSIONAL SOIL SCIENTIST (CPSS #21734) IN JULY, 2013, SEPTEMBER, 2014, JULY, 2015, AND JULY, 2017. 27. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL EXISTING FIRE HYDRANTS AT ALL TIMES. SHOULD AN EXISTING HYDRANT NEED TO BE TAKEN THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL EXISTING FIRE HYDRANTS AT ALL TIMES. SHOULD AN EXISTING HYDRANT NEED TO BE TAKEN OUT OF SERVICE, THE CONTRACTOR SHALL NOTIFY THE LOCAL FIRE DEPARTMENT 24 HOURS PRIOR TO TAKING IT OUT OF SERVICE. 28. TEMPORARY TRENCH PAVEMENT SHALL BE INSTALLED, AT A MINIMUM, AT THE END OF EACH WORK DAY OR AS REQUIRED TO PROTECT INTEGRITY TEMPORARY TRENCH PAVEMENT SHALL BE INSTALLED, AT A MINIMUM, AT THE END OF EACH WORK DAY OR AS REQUIRED TO PROTECT INTEGRITY OF BACKFILLED TRENCH OR TO MAINTAIN SAFE PASSAGE OF TRAFFIC. 29. ALL EXISTING FRAMES, COVERS, BOXES, ETC. SHALL BE RAISED TO FINISH GRADES PRIOR TO PLACEMENT OF PERMANENT PAVEMENT WEARING ALL EXISTING FRAMES, COVERS, BOXES, ETC. SHALL BE RAISED TO FINISH GRADES PRIOR TO PLACEMENT OF PERMANENT PAVEMENT WEARING COURSE. 30. THE CONTRACTOR SHALL EXERCISE CARE TO PREVENT DAMAGE TO ROOT SYSTEMS OF EXISTING TREES OR SHRUBS IN LOCATIONS OF PROPOSED THE CONTRACTOR SHALL EXERCISE CARE TO PREVENT DAMAGE TO ROOT SYSTEMS OF EXISTING TREES OR SHRUBS IN LOCATIONS OF PROPOSED UTILITIES. 31. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, THE LOCATION, ELEVATION AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED TO THE OWNER'S REPRESENTATIVE FOR RESOLUTION OF THE CONFLICT. 32. ALL MAIN LINE WATER MAIN WORK TO BE DONE SHALL BE WITHIN THE PUBLIC RIGHT OF WAY OR EASEMENT. ALL MAIN LINE WATER MAIN WORK TO BE DONE SHALL BE WITHIN THE PUBLIC RIGHT OF WAY OR EASEMENT. 33. THE CONTRACTOR SHALL COORDINATE ALL WORK AS NECESSARY WITH THE CITY OF MIDDLETOWN AND TOWN OF DURHAM. THE CONTRACTOR SHALL COORDINATE ALL WORK AS NECESSARY WITH THE CITY OF MIDDLETOWN AND TOWN OF DURHAM. 34. REFER TO APPENDIX A FOUND IN VOLUME 2 OF 2 OF THE SPECIFICATIONS FOR SUBSURFACE BORING INFORMATION. REFER TO APPENDIX A FOUND IN VOLUME 2 OF 2 OF THE SPECIFICATIONS FOR SUBSURFACE BORING INFORMATION. 35. REFER TO APPENDIX B FOUND IN VOLUME 2 OF 2 OF THE SPECIFICATIONS FOR WATER SERVICE WORK ON PRIVATE PROPERTY INCLUDING REFER TO APPENDIX B FOUND IN VOLUME 2 OF 2 OF THE SPECIFICATIONS FOR WATER SERVICE WORK ON PRIVATE PROPERTY INCLUDING SURFACE RESTORATION REQUIREMENTS. 36. WATER MAINS SHALL BE INSTALLED TO A MINIMUM DEPTH OF 4'-6" FROM FINISHED GRADE TO TOP OF PIPE. WATER MAINS SHALL BE INSTALLED TO A MINIMUM DEPTH OF 4'-6" FROM FINISHED GRADE TO TOP OF PIPE. 37. THE MAXIMUM LENGTH OF WATER MAIN TO BE PRESSURE TESTED AT ONE TIME IS 2,000 FT. THE MAXIMUM LENGTH OF WATER MAIN TO BE PRESSURE TESTED AT ONE TIME IS 2,000 FT. 38. THE WORK SITE SHALL BE RETURNED TO ITS ORIGINAL GRADE, WETLAND SOILS AND STREAM SUBSTRATES SHALL BE REPLACED TO THEIR THE WORK SITE SHALL BE RETURNED TO ITS ORIGINAL GRADE, WETLAND SOILS AND STREAM SUBSTRATES SHALL BE REPLACED TO THEIR ORIGINAL LOCATIONS, AND DISTURBED VEGETATED AREAS SHALL BE RE-VEGETATED WITH NATIVE PLANTS PROMPTLY AFTER WORK IS COMPLETE. 39. ALL EXTERIOR DUCTILE IRON PIPE SHALL BE DOUBLE THICKNESS CEMENT LINED AND THICKNESS CLASS 52. ALL EXTERIOR DUCTILE IRON PIPE SHALL BE DOUBLE THICKNESS CEMENT LINED AND THICKNESS CLASS 52. 40. IN INSTALLING THE WORK OF THIS CONTRACT THE CONTRACTOR SHALL IDENTIFY AND LOCATE ANY EXISTING LAWN OR LANDSCAPE SPRINKLER IN INSTALLING THE WORK OF THIS CONTRACT THE CONTRACTOR SHALL IDENTIFY AND LOCATE ANY EXISTING LAWN OR LANDSCAPE SPRINKLER SYSTEMS AND SHALL PROTECT THEM FROM DAMAGE DURING CONSTRUCTION. THE CONTRACTOR SHALL MAKE ANY NECESSARY REPAIRS AT HIS OWN EXPENSE. 41. THE WATER SYSTEM OPERATOR WILL NEED TO DEVELOP AND IMPLEMENT A WATER MAIN FLUSHING PROGRAM IN ORDER TO MAINTAIN WATER THE WATER SYSTEM OPERATOR WILL NEED TO DEVELOP AND IMPLEMENT A WATER MAIN FLUSHING PROGRAM IN ORDER TO MAINTAIN WATER QUALITY WITHIN ACCEPTABLE REGULATORY PARAMETERS. 42. THE CONTRACTOR SHALL LAYOUT AND STAKE ALL PROPOSED FIRE HYDRANT LOCATIONS IN THE FIELD PRIOR TO INSTALLATION FOR OWNER AND THE CONTRACTOR SHALL LAYOUT AND STAKE ALL PROPOSED FIRE HYDRANT LOCATIONS IN THE FIELD PRIOR TO INSTALLATION FOR OWNER AND FIRE MARSHAL REVIEW AND APPROVAL. THE CONTRACTOR SHALL ADJUST FIRE HYDRANT LOCATIONS AS DIRECTED BY OWNER AT NO ADDITIONAL COST. 43. WHENEVER POSSIBLE, PRESSURIZED WATER SERVICE MAINS AND BUILDING SEWER LINES SHALL BE LOCATED IN SEPARATE TRENCHES AT LEAST WHENEVER POSSIBLE, PRESSURIZED WATER SERVICE MAINS AND BUILDING SEWER LINES SHALL BE LOCATED IN SEPARATE TRENCHES AT LEAST 10 FEET APART. WHERE LAID IN THE SAME TRENCH, THE WATER PIPE SHALL BE LAID ON A BENCH AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER PIPE AND AT LEAST 12 INCHES (PREFERABLY 18 INCHES) FROM THE SIDE OF THE SEWER TRENCH. 44. THE CONTRACTOR IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT FROM THE CONNECTICUT DEPARTMENT OF TRANSPORTATION, DISTRICT 1 THE CONTRACTOR IS REQUIRED TO OBTAIN AN ENCROACHMENT PERMIT FROM THE CONNECTICUT DEPARTMENT OF TRANSPORTATION, DISTRICT 1 AND COMPLY WITH ALL REQUIREMENTS OF THE PERMIT INCLUDING BUT NOT LIMITED TO WORKING HOURS, TRAFFIC CONTROL REQUIREMENTS,AND SEQUENCING THE WORK WITHIN THE STATE OF CONNECTICUT HIGHWAY RIGHT OF WAY. 45. THE STREETS AND CONSTRUCTION SITES SHALL BE CLEANED AND SWEPT ON A DAILY BASIS TO THE SATISFACTION OF THE TOWN OF DURHAM, THE STREETS AND CONSTRUCTION SITES SHALL BE CLEANED AND SWEPT ON A DAILY BASIS TO THE SATISFACTION OF THE TOWN OF DURHAM, CITY OF MIDDLETOWN, AND CT DOT. A REGENERATIVE AIR SWEEPER MUST BE AVAILABLE FOR USE EVERY DAY AND PROPER DUST CONTROL PROCEDURES EMPLOYED.

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D.I. DUCTILE IRON

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BV BUTTERFLY VALVE

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GV GATE VALVE

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V.A. TEE VALVE ANCHORING TEE

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F.L. FLOW LINE

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R.C.P. REINFORCED CONCRETE PIPE

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C.M.P. CORRUGATED METAL PIPE

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HDPE HIGH DENSITY POLYETHYLENE

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WELL

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CORPORATION STOP

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SOLID SLEEVE

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CURB STOP

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RCCE REINFORCED CONCRETE CULVERT END

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STONE WALL

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TYPE C CATCH BASIN

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TYPE CL CATCH BASIN

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AECOM, INC. 500 ENTERPRISE DRIVE ROCKY HILL, CT 06067 PHONE (860) 263-5800

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APRIL 2018

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C-1A

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439.81 TO MON.

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AECOM, INC. 500 ENTERPRISE DRIVE ROCKY HILL, CT 06067 PHONE (860) 263-5800

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AutoCAD SHX Text Control Point #33 MAG Nail in Pavement N: 743,063.01 E: 1,022,497.56 El: 409.87'

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AutoCAD SHX Text Control Point #32 Drill Hole in Center of Concrete Sidewalk N:743,666.91 E:1,022,342.70 El: 386.19'

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AutoCAD SHX Text MAG Nail in SNET Pole #3621

AutoCAD SHX Text Center of Storm Drainage Manhole.

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AutoCAD SHX Text Control Point #1 12" Rebar N: 743,865.07 E: 1,021,022.07 El: 358.60'

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AutoCAD SHX Text Center Gutter Line of Curbed Catch Basin.

AutoCAD SHX Text South Main Street (Route 17)

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AutoCAD SHX Text MAG Nail in SNET Pole #3271

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AutoCAD SHX Text N: 742,129.50

AutoCAD SHX Text E: 1,020,061.30

AutoCAD SHX Text El: 343.79'

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AutoCAD SHX Text Control Point #4 MAG Nail N: 741,492.84 E: 1,019,742.15 El: 333.22'

AutoCAD SHX Text MAG Nail in SNET Pole #694

AutoCAD SHX Text Center of Double Catch Basin

AutoCAD SHX Text Acorn Drive

AutoCAD SHX Text Metal Post of "Royal Oak" sign

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AutoCAD SHX Text MAG Nail in SNET Pole #732

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AutoCAD SHX Text Control Point #6 MAG Nail N: 739,949.14 E: 1,019,009.99 El: 325.27'

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AutoCAD SHX Text Concrete CHD Monument

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AutoCAD SHX Text MAG Nail in SNET Pole #1103

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AutoCAD SHX Text N: 740,764.88

AutoCAD SHX Text E: 1,019,283.61

AutoCAD SHX Text El: 331.09'

AutoCAD SHX Text MAG Nail in SNET Pole #739

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AutoCAD SHX Text SBC Pole #740

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AutoCAD SHX Text N: 738,991.28

AutoCAD SHX Text E: 1,018,892.96

AutoCAD SHX Text El: 286.75'

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PARKING

AutoCAD SHX Text Tie Box "F"

AutoCAD SHX Text Main Street (Route 17)

AutoCAD SHX Text Haddam Quarter Road

AutoCAD SHX Text Control Point #8 HEX Bolt N: 737,737.73 E: 1,018,627.50 El: 233.12'

AutoCAD SHX Text Pedestrian Signal

AutoCAD SHX Text MAG Nail in SNET Pole #752

AutoCAD SHX Text Drill Hole in N.E. Corner of Traffic Control Box

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AutoCAD SHX Text SNET Pole #759

AutoCAD SHX Text MAG Nail in SNET Pole #749

AutoCAD SHX Text Face of SNET Pole #749S

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AutoCAD SHX Text Control Point #9 MAG NAIL N: 736,864.68 E: 1,018,633.46 El: 226.76'

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AutoCAD SHX Text Control Point #11 CGS 2337 Monument N: 734,944.17 E: 1,018,837.39 El: 238.07'

AutoCAD SHX Text N.E. Corner of Foundation #228 Main Street

AutoCAD SHX Text N.E. Corner of House #220 Main Street

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AutoCAD SHX Text Control Point #10 MAG NAIL N: 735,977.03 E: 1,018,775.04 El: 217.82'

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AutoCAD SHX Text MAG Nail in SNET Pole #786

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AutoCAD SHX Text Control Point #13 Rebar N: 733,589.77 E: 1,019,176.77 El: 185.43'

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AutoCAD SHX Text MAG Nail in SNET Pole #514

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CHD

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AutoCAD SHX Text Control Point #55 Rebar N: 734,912.47 E: 1,018,172.96 El: 192.55'

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AutoCAD SHX Text MAG Nail in AT&T Pole #730

AutoCAD SHX Text MAG Nail in 24" Oak Tree

AutoCAD SHX Text Old SNET Pole #930

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AutoCAD SHX Text Control Point #57 MAG Nail N: 735,895.11 E: 1,018,108.23 El: 185.18'

AutoCAD SHX Text S.W. Corner of House #24 Maiden Lane

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AutoCAD SHX Text Control Point #61 MAG Nail N: 735,326.73 E: 1,019,269.34 El: 222.96'

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AutoCAD SHX Text N.E. Corner of House #19 Maiden Lane

AutoCAD SHX Text MAG Nail in SNET Pole #665

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AutoCAD SHX Text Control Point #50 MAG Nail N: 736,854.32 E: 1,018,031.12 El: 218.82'

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AutoCAD SHX Text N: 736,750.10

AutoCAD SHX Text E: 1,019,721.14

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AutoCAD SHX Text MAG Nail in SNET Pole #312

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AutoCAD SHX Text Control Point #41 Rebar in Lawn N: 733,606.93 E: 1,019,592.79 El: 217.12'

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AutoCAD SHX Text Control Point #7200 Mag nail N:733,052.712 E:1,018,397.209 El:183.97'

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AutoCAD SHX Text Control Point #7201 Hub & Mag nail N:732,478.502 E:1,018,480.388 El:221.18'

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AutoCAD SHX Text Control Point #7203 Mag nail N:732,502.500 E:1,019,050.490 El:225.97'

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AutoCAD SHX Text D

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PROJECT NO:

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CAD DWG FILE:

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DRAWN BY:

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DEPT CHECK:

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PROJ CHECK:

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DATE:

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DESCRIPTION

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DATE

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MARK

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REVISIONS

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MADE BY

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CHECKED

AutoCAD SHX Text A

AutoCAD SHX Text B

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AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text ANSI D - 11-Apr-1811-Apr-18

AutoCAD SHX Text

SCALE:

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AECOM, INC. 500 ENTERPRISE DRIVE ROCKY HILL, CT 06067 PHONE (860) 263-5800

AutoCAD SHX Text 60275749

AutoCAD SHX Text

APRIL 2018

AutoCAD SHX Text

NOT TO SCALE

8" M.J. GATE VALVE W/

RESTRAINED GLANDS AND

VALVE BOX

PROPOSED CITY OF MIDDLETOWN

EASEMENT AREA = 2,665 S.F.

DRIVEWAY, WATER AND UTILITY EASEMENT

AREA TO BE RELEASED = 2,713 S.F.

15' Approximate CL&P Easement

CONTROL POINT #33

00 40' 80'

N O.

E P-

S1 -0

W S

LIN

N, C

N O.

-R D-

-0

C-1A

CZ-DUR-001

KPR

GRS

RMB

O F

W N

SCALE: 1" = 40'

PROPERTY LINE (TYP.)

EXISTING GRAVEL ACCESS DRIVEWAY

NOTES:

1. FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES, SEE SHEET G-3.

2. BORING LOCATIONS ARE BASED ON SUBSURFACE INVESTIGATION PERFORMED BY AECOM AND ITS DRILLING

CONTRACTOR, NEW ENGLAND BORING, INC. OF GLASTONBURY, CT. REFER TO APPENDIX A OF THE

SPECIFICATIONS FOR SUBSURFACE INFORMATION.

EXISTING 30' WIDE UTILITY EASEMENT

EXISTING GRAVEL ACCESS DRIVEWAY

ATC

LIN

E SH

EET C

-1B

AutoCAD SHX Text N/F THE CITY OF MIDDLETOWN ROUND HILL ROAD ASSESSOR MAP-LOT 32-0097 "OPEN SPACE" M.L.R. VOL.1248 PG.611

AutoCAD SHX Text N/F TALCOTT RIDGE, LLC ASSESSOR MAP-LOT 32-0070 "OPEN SPACE" PER MAP REF. 2 NO RECORD INFORMATION FOUND

AutoCAD SHX Text W.G.

AutoCAD SHX Text Mon.

AutoCAD SHX Text fnd.

AutoCAD SHX Text L.P.

AutoCAD SHX Text Tel.

AutoCAD SHX Text Hyd.

AutoCAD SHX Text L.P.

AutoCAD SHX Text Tel.

AutoCAD SHX Text

AutoCAD SHX Text 409.0

AutoCAD SHX Text 409.9

AutoCAD SHX Text 409.8

AutoCAD SHX Text 409.7

AutoCAD SHX Text 410.4

AutoCAD SHX Text 409.0

AutoCAD SHX Text 409.1

AutoCAD SHX Text 408.8

AutoCAD SHX Text

AutoCAD SHX Text S05°40'41"E

AutoCAD SHX Text 500.08'

AutoCAD SHX Text S05°40'41"E

AutoCAD SHX Text 500.08'

AutoCAD SHX Text 30' wide driveway,city water and utility easement

AutoCAD SHX Text N81°01'56"E

AutoCAD SHX Text 249.24'(for ref. only)

AutoCAD SHX Text Tel.

AutoCAD SHX Text L.P.

AutoCAD SHX Text

224 TALCOTT RIDGE DR ASSESSOR MAP-LOT 32-0064 M.L.R. VOL.?? PG.??

AutoCAD SHX Text

216 TALCOTT RIDGE DR ASSESSOR MAP-LOT 32-0065 M.L.R. VOL.1223 PG.170

AutoCAD SHX Text

I.P.FOUND N74°10'47"E 0.25'FROM PROPERTY CORNER

AutoCAD SHX Text Conc. Apron

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

SWALE

AutoCAD SHX Text Swale

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

12"CMP

AutoCAD SHX Text Tel.

AutoCAD SHX Text Rip-Rap Inlet Area

AutoCAD SHX Text Elec. Transf.

AutoCAD SHX Text

F.L.12"RCP=393.12

AutoCAD SHX Text

F.L.12"RCP=393.59

AutoCAD SHX Text

F.L.12"RCP=396.20

AutoCAD SHX Text

F.L.12"RCP=396.47

AutoCAD SHX Text

F.L.12"RCP=397.90

AutoCAD SHX Text

F.L.12"RCP=384.12

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F.L.12"RCP =381.13

AutoCAD SHX Text

F.L.12" RCP =378.09

AutoCAD SHX Text

F.L.12"RCP=378.85

AutoCAD SHX Text

F.L.12"RCP=383.52

AutoCAD SHX Text

F.L.12"CMP=382.81

AutoCAD SHX Text

F.L.12"CMP=383.42

AutoCAD SHX Text

F.L.12"RCP=388.50

AutoCAD SHX Text

POSSIBLE CLAIM AREA AREA= 272.7±S.F.OR 0.01±AC.

AutoCAD SHX Text B-5

AutoCAD SHX Text B-4

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WL 1-121

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WL 1-115

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WL 1-116

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WL 1-120

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WL 1-119

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WL 1-118

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WL 1-117

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WL 1-114

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WL 1-113

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WL 1-112

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WL 1-111

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WL 1-110

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WL 1-109

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WL 1-108

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WL 1-107

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WL 1-106

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WL 1-105

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WL 1-104

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WL 1-103

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WL 1-102

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WL 1-101

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WL 1-122

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WL 1B-101

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WL 1B-102

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WL 1B-103

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WL 1B-104

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WL 1B-105

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WL 1B-106

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WL 1B-107

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WL 1B-108

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WL 1B-109

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WL 1B-110

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WL 1B-111

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WL 1B-112

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WL 1B-113

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WL 1B-114

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WL 1B-115

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WL 1A-119

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WL 1A-117

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WL 1A-116

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WL 1A-115

AutoCAD SHX Text

WL 1A-114

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WL 1A-113

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WL 1A-112

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WL 1A-111

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WL 1A-110

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WL 1A-109

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WL 1A-108

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WL 1A-107

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WL 1A-106

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WL 1A-105

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WL 1A-104

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WL 1A-103

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WL 1A-102

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WL 1A-101

AutoCAD SHX Text 409.87

AutoCAD SHX Text 407.77

AutoCAD SHX Text 408.06

AutoCAD SHX Text 408.39

AutoCAD SHX Text 408.73

AutoCAD SHX Text 407.90

AutoCAD SHX Text

I.P. FOUND

AutoCAD SHX Text Gravel Drive

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text Gravel Drive

AutoCAD SHX Text

REBAR FOUND

AutoCAD SHX Text Rip-Rap Inlet Area

AutoCAD SHX Text Rip-Rap Outlet Area

AutoCAD SHX Text

F.L.12"RCP=398.98

AutoCAD SHX Text

12"RCP

AutoCAD SHX Text

224 TALCOTT RIDGE DR

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216 TALCOTT RIDGE DR

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214 TALCOTT RIDGE DR

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224 TALCOTT RIDGE DR

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WL 1A-119

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WL 1A-100

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WL 1A-99

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WL 1A-120

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WL 1A-98

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WL 1A-121

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WL 1A-97

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WL 1A-122

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WL 1A-96

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WL 1A-94

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WL 1A-95

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WL 1A-123

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WL 1B-116

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WL 1B-117

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WL 1B-118

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WL 1-128

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WL 1-127

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WL 1-126

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WL 1-125

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WL 1-124

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WL 1-123

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AutoCAD SHX Text T

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REBAR FOUND

AutoCAD SHX Text

216 TALCOTT RIDGE DR

AutoCAD SHX Text

214 TALCOTT RIDGE DR

AutoCAD SHX Text

AutoCAD SHX Text 410.59

AutoCAD SHX Text

591 BOW LANE ASSESSOR MAP-LOT 32-0054

AutoCAD SHX Text Tel.Box

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text Existing Easement Line

AutoCAD SHX Text Existing 15' Wide Easement in Favor of The Connecticut Light & Power Company (Map Ref. 3A)

AutoCAD SHX Text N 69°09'11" E 124.29'

AutoCAD SHX Text 130.00'

AutoCAD SHX Text N 08°46'54" W

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

PROJECT NO:

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CAD DWG FILE:

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DRAWN BY:

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DEPT CHECK:

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PROJ CHECK:

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DATE:

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DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

MARK

AutoCAD SHX Text

REVISIONS

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MADE BY

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text ANSI D - 5-Feb-185-Feb-18

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

AECOM, INC. 500 ENTERPRISE DRIVE ROCKY HILL, CT 06067 PHONE (860) 263-5800

AutoCAD SHX Text 60275749

AutoCAD SHX Text

APRIL 2018

AutoCAD SHX Text

AS NOTED

MINIMUM BUILDING SET BACK LIMIT

00 20' 40'

N O.

E P-

S1 -0

W S

LIN

N, C

N O.

-R D-

-0

C-1B

CZ-DUR-001

KPR

GRS

RMB

O F

W N

SCALE: 1" = 20'

PROPERTY LINE

SEDIMENT CONTROL FENCE

SEE DETAIL SHEET C-501

EXISTING GRAVEL ACCESS DRIVEWAY

NOTES:

1. FOR LEGEND, ABBREVIATIONS AND GENERAL NOTES, SEE SHEET G-3.

2. BORING LOCATIONS ARE BASED ON SUBSURFACE INVESTIGATION PERFORMED BY AECOM AND ITS DRILLING

CONTRACTOR, NEW ENGLAND BORING, INC. OF GLASTONBURY, CT. REFER TO APPENDIX A OF THE

SPECIFICATIONS FOR SUBSURFACE INFORMATION.

EXISTING 30' WIDE UTILITY EASEMENT

EROSION CONTROL FENCE

SEE DETAIL SHEET C-501SEDIMENT CONTROL FENCE

SEE DETAIL SHEET C-501

REMOVE EXISTING TREE

AND STUMP (TYP.)

CLEARING LIMIT

ATC

LIN

E SH

EET C

-1A

AutoCAD SHX Text 30' Rear Yard Setback

AutoCAD SHX Text 20' Side Yard Setback

AutoCAD SHX Text 50' Front Yard Setback

AutoCAD SHX Text N/F TALCOTT RIDGE, LLC ASSESSOR MAP-LOT 32-0068 "OPEN SPACE" PER MAP REF. 2 NO RECORD INFORMATION FOUND M.L.R. VOL.831 PG.19

AutoCAD SHX Text

TREE (TYPICAL)

AutoCAD SHX Text

4' GRAVEL PATH

AutoCAD SHX Text

I.P. FOUND

AutoCAD SHX Text

I.P.FOUND N74°10'47"E0.25' FROM PROPERTY CORNER

AutoCAD SHX Text

WOODS (TYPICAL)

AutoCAD SHX Text

(199.51' MAP REF. 1)

AutoCAD SHX Text

AREA = 65,724 S.F. (1.51±ACRES) ZONE: R-45

AutoCAD SHX Text B-1

AutoCAD SHX Text B-3

AutoCAD SHX Text B-2

AutoCAD SHX Text

I.P. FOUND (HELD)

AutoCAD SHX Text

I.P. FOUND

AutoCAD SHX Text

I.P. FOUND S71°13'41"W 0.70' FROMPROPERTY CORNER

AutoCAD SHX Text

I.P. FOUND LEANING S65°03'48"W 0.69' FROMPROPERTY CORNER

AutoCAD SHX Text

PROPERTY LINE AS DEPICTED ON REFERENCE MAPS: 7 & 8

AutoCAD SHX Text HELD PROPERTY LINE AS DESCRIBED IN CURRENT DEED AND REFERENCE MAP 1. NOTE, BOTH LOTS NOW OWNED BY THE CITY OF MIDDLETOWN.

AutoCAD SHX Text Bit. Drive

AutoCAD SHX Text

AutoCAD SHX Text 150.00'

AutoCAD SHX Text S 08°46'54" E

AutoCAD SHX Text N 79°16'04" E

AutoCAD SHX Text 173.80'

AutoCAD SHX Text N 69°09'11" E 124.29'

AutoCAD SHX Text 130.00'

AutoCAD SHX Text N 08°46'54" W

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

PROJECT NO:

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CAD DWG FILE:

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DRAWN BY:

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DEPT CHECK:

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PROJ CHECK:

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DATE:

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DESCRIPTION

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DATE

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MARK

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REVISIONS

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MADE BY

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CHECKED

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

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