Eastham Water System Water Supply Development Program Board of Selectmen Update April 9, 2012
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EASTHAM G-1 GENERAL NOTES AND LEGEND G-2 KEY PLAN G-3 ROAD RESTORATION AND SERVICE SIZE SCHEDULES C-1 SWIFT ROAD AND GARDEN LANE C-2 SWIFT ROAD, BOUNDARY LANE, AND KATHYS WAY C-3 COLONY ROAD AND JABEZ WAY C-4 PERRY LANE C-5 GILL ROAD AND BILLINGSGATE AVENUE C-6 BRIDGE POND DRIVE C-7 COLE ROAD AND PILGRIM'S PATH C-8 PILGRIM'S PATH AND LAWTON ROAD C-9 LAWTON ROAD AND FIFE COURT C-10 SANDS ROAD C-11 BEACH PLUM LANE C-12 SHERWOOD ROAD AND BAY SHORE LANE C-13 AUNT HELENS WAY, UNCLE NATES WAY, AND HATTIES WAY C-14 UNCLE NATES WAY AND HATTIES WAY C-15 GINGERPLUM LANE AND GRANDFATHERS WAY C-16 GRANDFATHERS WAY AND AERIE'S AVENUE C-17 BAYSIDE DRIVE AND BAYSIDE COURT CD-1 CONSTRUCTION DETAILS I CD-2 CONSTRUCTION DETAILS II CD-3 CONSTRUCTION DETAILS III TMP-1 TRAFFIC DETAIL, SIGNS, AND NOTES I CONTRACT 14 WATER MAINS - SOUTH SECONDARY ROADS WATER SYSTEM CONSTRUCTION EASTHAM, MASSACHUSETTS LIST OF DRAWINGS DECEMBER 2018 A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s. VICINITY MAP ENGINEER'S PROJECT NUMBER 217-1504.14 DWSRF PROJECT NUMBER 4121 TOWN ADMINISTRATOR JACQUELINE BEEBE BOARD OF SELECTMEN WALLACE ADAMS, II JOHN KNIGHT AIMEE ECKMAN MARTIN MCDONALD JAMIE RIVERS PUBLIC WORKS SUPERINTENDENT SILVIO GENAO CONTRACT 14 WATER MAINS
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EASTHAM
G-1 GENERAL NOTES AND LEGEND
G-2 KEY PLAN
G-3 ROAD RESTORATION AND SERVICE SIZE SCHEDULES
C-1 SWIFT ROAD AND GARDEN LANE
C-2 SWIFT ROAD, BOUNDARY LANE, AND KATHYS WAY
C-3 COLONY ROAD AND JABEZ WAY
C-4 PERRY LANE
C-5 GILL ROAD AND BILLINGSGATE AVENUE
C-6 BRIDGE POND DRIVE
C-7 COLE ROAD AND PILGRIM'S PATH
C-8 PILGRIM'S PATH AND LAWTON ROAD
C-9 LAWTON ROAD AND FIFE COURT
C-10 SANDS ROAD
C-11 BEACH PLUM LANE
C-12 SHERWOOD ROAD AND BAY SHORE LANE
C-13 AUNT HELENS WAY, UNCLE NATES WAY, AND HATTIES WAY
C-14 UNCLE NATES WAY AND HATTIES WAY
C-15 GINGERPLUM LANE AND GRANDFATHERS WAY
C-16 GRANDFATHERS WAY AND AERIE'S AVENUE
C-17 BAYSIDE DRIVE AND BAYSIDE COURT
CD-1 CONSTRUCTION DETAILS I
CD-2 CONSTRUCTION DETAILS II
CD-3 CONSTRUCTION DETAILS III
TMP-1 TRAFFIC DETAIL, SIGNS, AND NOTES
I
CONTRACT 14
WATER MAINS - SOUTH SECONDARY ROADS
WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
LIST OF DRAWINGS
DECEMBER 2018
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
VICINITY MAP
ENGINEER'S PROJECT NUMBER
217-1504.14
DWSRF PROJECT NUMBER
4121
TOWN ADMINISTRATOR
JACQUELINE BEEBE
BOARD OF SELECTMEN
WALLACE ADAMS, II
JOHN KNIGHTAIMEE ECKMANMARTIN MCDONALDJAMIE RIVERS
PUBLIC WORKS SUPERINTENDENT
SILVIO GENAO
CONTRACT 14
WATER MAINS
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HERRING BROOK ROAD
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1"= 2,000'
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GOV. PRENCE ROAD
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KINGSBURY BEACH ROAD
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N
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HAY ROAD
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BRIDGE ROAD
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SAMOSET ROAD
1"=40'
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G-1
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DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
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A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
AS NOTED
GENERAL NOTES AND LEGEND
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EDGE OF ROADWAY / DRIVEWAY
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%%UPROPOSED
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%%UEXISTING
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WATER SHUTOFF
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WATER VALVE
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CATCH BASIN (CB)
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HYDRANT
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O
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S
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W
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LEGEND AND ABBREVIATIONS:
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DI
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DUCTILE IRON
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UTILITY POLE (UP#)
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CAPE COD BERM (CCB)
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1. BASE MAP INFORMATION FOUND ON THE DESIGN SHEETS ARE TAKEN FROM A GIS FLYOVER CONDUCTED IN BASE MAP INFORMATION FOUND ON THE DESIGN SHEETS ARE TAKEN FROM A GIS FLYOVER CONDUCTED IN 3/20/2012. RIGHT OF WAY AND PROPERTY LINE INFORMATION AND WETLAND LIMITS ARE TAKEN FROM MASSGIS (2015) AND IS APPROXIMATE ONLY. GAS INFORMATION IS TAKEN FROM NATIONAL GRID. ELECTRIC POWER UTILITY INFORMATION IS TAKEN FROM VERIZON. DRAINAGE INFORMATION WAS TAKEN FROM EASTHAM DEPARTMENT OF PUBLIC WORKS RECORD PLANS. MASSDOT LAYOUT INFORMATION WAS TAKEN FROM MASSDOT RECORD PLANS. IT IS NOTED THAT ADDITIONAL UTILITY WIRES, PIPES, AND STRUCTURES MAY EXIST. 2. WATER UTILITY INFORMATION FROM CONTRACTS 5, 6, 7, AND 8 ARE TAKEN FROM ENVIRONMENTAL PARTNERS WATER UTILITY INFORMATION FROM CONTRACTS 5, 6, 7, AND 8 ARE TAKEN FROM ENVIRONMENTAL PARTNERS AS-BUILT DATA. WATER UTILITY INFORMATION FROM CONTRACTS 9, 10, AND 11 ARE TAKEN FROM ENVIRONMENTAL PARTNERS DESIGN PLANS AND ARE APPROXIMATE. 3. IN AREAS WHERE CONSTRUCTION ACTIVITIES ARE ANTICIPATED TO OCCUR WITHIN PRIVATE PROPERTY, PROPERTY IN AREAS WHERE CONSTRUCTION ACTIVITIES ARE ANTICIPATED TO OCCUR WITHIN PRIVATE PROPERTY, PROPERTY LINE LOCATIONS ARE TO BE REVIEWED WITH THE TOWN PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. 4. THE CONTRACTOR SHALL NOT STORE ANY APPARATUS, MATERIALS, SUPPLIES, OR EQUIPMENT ON DRAINAGE THE CONTRACTOR SHALL NOT STORE ANY APPARATUS, MATERIALS, SUPPLIES, OR EQUIPMENT ON DRAINAGE STRUCTURES, PRIVATE PROPERTY, OR WITHIN 100 FEET OF WETLANDS, UNLESS DIRECTED TO DO SO BY THE CONTRACT DOCUMENTS. 5. NORTH DIRECTION SHOWN IS APPROXIMATE. NORTH DIRECTION SHOWN IS APPROXIMATE. 6. ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES. CONTRACTOR SHALL NOTIFY DIG SAFE AT LEAST 72 HOURS IN ADVANCE, EXCLUDING WEEKENDS AND HOLIDAYS, PRIOR TO ANY EXCAVATION. 7. CONTRACTOR SHALL VERIFY ALL INVERT INFORMATION PRIOR TO ANY EXCAVATIONS. CONTRACTOR SHALL VERIFY ALL INVERT INFORMATION PRIOR TO ANY EXCAVATIONS. 8. DO NOT SCALE DRAWINGS UNLESS OTHERWISE NOTED. WRITTEN DIMENSIONS AND STATIONING SHALL PREVAIL. DO NOT SCALE DRAWINGS UNLESS OTHERWISE NOTED. WRITTEN DIMENSIONS AND STATIONING SHALL PREVAIL. REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. 9. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REGULATIONS OF THE OCCUPATIONAL SAFETY AND THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REGULATIONS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). 10. THE CONTRACTOR SHALL RESTORE ALL PUBLIC AND PRIVATE PROPERTY TO ITS PRE-CONSTRUCTION CONDITION THE CONTRACTOR SHALL RESTORE ALL PUBLIC AND PRIVATE PROPERTY TO ITS PRE-CONSTRUCTION CONDITION AT NO ADDITIONAL COST TO THE OWNER. 11. ALL EXISTING UTILITY LINES ENCOUNTERED DURING CONSTRUCTION ARE TO REMAIN IN SERVICE. THE ALL EXISTING UTILITY LINES ENCOUNTERED DURING CONSTRUCTION ARE TO REMAIN IN SERVICE. THE CONTRACTOR SHALL, AT NO ADDITIONAL COST TO THE TOWN, REPAIR ANY EXISTING SEWERS, STORM DRAIN LINES, OR CULVERTS DAMAGED DURING CONSTRUCTION. 12. IN THOSE INSTANCES WHERE POWER OR TELEPHONE POLE SUPPORT IS REQUIRED, THE CONTRACTOR SHALL IN THOSE INSTANCES WHERE POWER OR TELEPHONE POLE SUPPORT IS REQUIRED, THE CONTRACTOR SHALL PROVIDE A MINIMUM 48-HOUR NOTIFICATION TO THE RESPECTIVE UTILITY COMPANY. NO ADDITIONAL PAYMENT WILL BE PROVIDED FOR TEMPORARY BRACING OF UTILITIES. 13. ALL STRUCTURES AND PIPELINES LOCATED ADJACENT TO THE TRENCH EXCAVATION SHALL BE PROTECTED AND ALL STRUCTURES AND PIPELINES LOCATED ADJACENT TO THE TRENCH EXCAVATION SHALL BE PROTECTED AND FIRMLY SUPPORTED BY THE CONTRACTOR UNTIL THE TRENCH IS BACKFILLED. INJURY TO ANY SUCH STRUCTURE CAUSED BY, OR RESULTING FROM, THE CONTRACTOR'S OPERATIONS SHALL BE PHOTOGRAPHED AND REPAIRED AT THE CONTRACTOR'S EXPENSE. ALL UTILITIES REQUIRING REPAIR, RELOCATION, OR ADJUSTMENT AS A RESULT OF THE PROJECT SHALL BE COORDINATED THROUGH THE RESPECTIVE UTILITY AND THE TOWN. 14. THE CONTRACTOR SHALL TAKE SPECIAL CARE NOT TO DAMAGE TREES, BUSHES, PLANTS, FLOWERS, THE CONTRACTOR SHALL TAKE SPECIAL CARE NOT TO DAMAGE TREES, BUSHES, PLANTS, FLOWERS, STONEWALLS, FENCES, ETC. WITHIN THE CONSTRUCTION AREA UNLESS THEY ARE NOTED TO BE REMOVED. CONTRACTOR SHALL REPLACE, AT NO COST TO OWNER, ALL DAMAGED ITEMS. 15. CONTRACTOR SHALL REMOVE AND REPLACE, OR REPAIR, ALL CURBS, SIDEWALKS, BERMS, PAVEMENT, AND CONTRACTOR SHALL REMOVE AND REPLACE, OR REPAIR, ALL CURBS, SIDEWALKS, BERMS, PAVEMENT, AND OTHER ITEMS DAMAGED BY HIS CONSTRUCTION ACTIVITIES TO AT LEAST THEIR ORIGINAL CONDITION, AND TO THE SATISFACTION OF THE TOWN AND ENGINEER. 16. ANY TRAFFIC SIGNAL EQUIPMENT (LIGHTS, CONDUITS, LOOP DETECTORS) DISTURBED SHALL BE REPAIRED OR ANY TRAFFIC SIGNAL EQUIPMENT (LIGHTS, CONDUITS, LOOP DETECTORS) DISTURBED SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AS DIRECTED BY THE TOWN AT THE CONTRACTOR'S EXPENSE. 17. THE CONTRACTOR SHALL INSTALL AND MAINTAIN TRAFFIC CONTROL DEVICES AS NECESSARY AND IN THE CONTRACTOR SHALL INSTALL AND MAINTAIN TRAFFIC CONTROL DEVICES AS NECESSARY AND IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND THE EASTHAM POLICE DEPARTMENT. 18. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH AND MAINTAIN A TELEPHONE NUMBER WHERE THE THE CONTRACTOR SHALL BE REQUIRED TO FURNISH AND MAINTAIN A TELEPHONE NUMBER WHERE THE CONTRACTOR CAN BE REACHED 24 HOURS A DAY, 7 DAYS A WEEK. 19. THE LOCATION AND LIMITS OF ALL ON-SITE WORK AND STORAGE AREAS SHALL BE REVIEWED/COORDINATED THE LOCATION AND LIMITS OF ALL ON-SITE WORK AND STORAGE AREAS SHALL BE REVIEWED/COORDINATED WITH, AND ACCEPTABLE TO THE TOWN. THE CONTRACTOR SHALL LIMIT HIS ACTIVITIES TO THESE AREAS. 20. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR WORK IN ROADWAYS AND FOR BLASTING. THE THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS FOR WORK IN ROADWAYS AND FOR BLASTING. THE CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL PERMITS AS AN INTEGRAL PART OF HIS WORK. 21. THE CONTRACTOR SHALL DEWATER AND DISPOSE OF GROUNDWATER, WHERE ENCOUNTERED, IN AN APPROVED THE CONTRACTOR SHALL DEWATER AND DISPOSE OF GROUNDWATER, WHERE ENCOUNTERED, IN AN APPROVED MANNER (SEE DETAIL SHEET CD-2). 22. IF ENCOUNTERED, THE CONTRACTOR SHALL HANDLE, STORE, REMOVE, TRANSPORT, AND LEGALLY DISPOSE OF IF ENCOUNTERED, THE CONTRACTOR SHALL HANDLE, STORE, REMOVE, TRANSPORT, AND LEGALLY DISPOSE OF ANY ASBESTOS-CEMENT PIPE AND MATERIALS IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. ASBESTOS NOTIFICATION FORMS SHALL BE COMPLETED AND SUBMITTED TO THE APPROPRIATE AGENCY/AGENCIES. 23. THERE SHALL BE NO FUELING OF MACHINERY ADJACENT TO WETLANDS OR OVER IMPERVIOUS SURFACES WITHIN THERE SHALL BE NO FUELING OF MACHINERY ADJACENT TO WETLANDS OR OVER IMPERVIOUS SURFACES WITHIN 100' BUFFER ZONE. THERE SHALL BE NO STORAGE OF MACHINERY ADJACENT TO WETLAND RESOURCE AREAS. MACHINERY AND EQUIPMENT MAY NOT BE STORED AT THE GREAT POND BEACH AREA ON GREAT POND ROAD OR AT THE BEACH PARKING AREA ON COLE ROAD, BOAT MEADOW BEACH AREA, JEMIMA POND, OR ANY OTHER IMPERVIOUS BEACH AREA OR ADJACENT TO WETLANDS. IF THERE IS A QUESTION ABOUT STORAGE AT A SPECIFIC LOCATION, THE APPLICANT SHALL CONTACT THE EASTHAM CONSERVATION OFFICE.
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WATER MAIN
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DRAIN MANHOLE (DMH)
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D
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DRAIN LINE
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GAS LINE
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W
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D
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G
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GENERAL NOTES:
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D
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H
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Y
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GATE VALVE
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HYDRANT
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WATER MAIN
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DI CAP/DI PLUG
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PVC
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POLYVINYL CHLORIDE
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CM
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CORRUGATED METAL
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GUY WIRE / GUY POLE
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FENCE
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RC
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REINFORCED CONCRETE
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CP
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CORRUGATED PLASTIC
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D
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H
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Y
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ELECTRIC LINE
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E
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GAS GATE / GAS SHUTOFF
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COMMUNICATIONS LINE
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T/C
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STONEWALL
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OVERHEAD WIRE
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OH
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EVERGREEN TREE
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DECIDUOUS TREE
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MAILBOX (MB)
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SIGN
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VEGETATION
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PROPERTY CORNER
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LIGHT POLE
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LANDSCAPED AREA
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PROPERTY LINE
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HH
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HAND HOLE
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W
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WATER
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D
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DRAIN
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RIPRAP
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WETLAND FLAG
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CONCRETE BOLLARD
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W
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L
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UTILITY PEDESTAL
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WATER MAIN NOTES:
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1. NEW WATER MAINS AND SERVICES SHALL BE INSTALLED AT THE MINIMUM DEPTH NEW WATER MAINS AND SERVICES SHALL BE INSTALLED AT THE MINIMUM DEPTH FROM FINISH GRADE TO TOP OF PIPE AS SHOWN ON THE DRAWINGS. WHERE NECESSARY, NEW WATER MAINS SHALL BE INSTALLED AT A GREATER DEPTH TO CLEAR OBSTACLES SHOWN ON THE DRAWINGS AT NO ADDITIONAL COST TO THE OWNER. MINIMUM CLEARANCES TO UTILITIES AS SHOWN ON THE DRAWINGS SHALL BE MAINTAINED. 2. MINIMUM COVER OVER THE PROPOSED WATER MAIN AND APPURTENANCES SHALL BE MINIMUM COVER OVER THE PROPOSED WATER MAIN AND APPURTENANCES SHALL BE SHALL BE 4'-6" UNLESS OTHERWISE NOTED OR DIRECTED BY ENGINEER. ANY PIPE WITH LESS UNLESS OTHERWISE NOTED OR DIRECTED BY ENGINEER. ANY PIPE WITH LESS THAN 4'-0" COVER REQUIRES ENGINEER APPROVED INSULATION. 3. TEST PITS TO LOCATE EXISTING UTILITIES MAY BE ORDERED BY THE ENGINEER TO TEST PITS TO LOCATE EXISTING UTILITIES MAY BE ORDERED BY THE ENGINEER TO DETERMINE WHETHER TO RAISE OR LOWER THE PROPOSED WATER MAIN TO CLEAR EXISTING UTILITIES OR MEET EXISTING WATER MAINS. 4. THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH WOODEN STAKES AT LEAST THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH WOODEN STAKES AT LEAST TWO WEEKS PRIOR TO ANY HYDRANT/HYDRANT TEE INSTALLATIONS. THE LOCATION OF ALL HYDRANTS SHALL BE VERIFIED BY THE EASTHAM FIRE DEPARTMENT AND TOWN PRIOR TO EXCAVATION FOR INSTALLATION. 5. ALL HYDRANT BRANCHES SHALL HAVE VALVES AS SHOWN ON THE HYDRANT DETAIL. ALL HYDRANT BRANCHES SHALL HAVE VALVES AS SHOWN ON THE HYDRANT DETAIL. 6. ANY HYDRANT WHICH IS NOT IN SERVICE SHALL BE COVERED WITH A SECURELY ANY HYDRANT WHICH IS NOT IN SERVICE SHALL BE COVERED WITH A SECURELY FASTENED BURLAP BAG (OR OTHER ENGINEER APPROVED MATERIAL) OR TAGGED WITH EASTHAM FIRE DEPARTMENT APPROVED "OUT OF SERVICE RING." 7. ALL WATER MAIN CAPS WHICH WILL BE REMOVED IN SUBSEQUENT CONTRACTS ALL WATER MAIN CAPS WHICH WILL BE REMOVED IN SUBSEQUENT CONTRACTS SHALL BE MARKED WITH A VERTICAL OAK POST (OR EQUAL) APPROXIMATELY 18" BELOW FINISHED GRADE AND MARKED WITH BLUE MARKING SPRAY PAINT ON THE POST AND PAVED SURFACE. 8. IF CURB STOPS ARE INSTALLED PRIOR TO DISINFECTION RESULTS, WHIPS SHALL BE IF CURB STOPS ARE INSTALLED PRIOR TO DISINFECTION RESULTS, WHIPS SHALL BE PROVIDED AT EACH CURB STOP TO THE SURFACE GRADE AT NO COST TO THE OWNER. AFTER FLUSHING LINES, WHIPS SHALL BE CUT AT SURFACE GRADE AND CAPPED. 9. WATER SERVICE SHALL NOT BE INTERRUPTED MORE THAN 4 HOURS WITHOUT 48 WATER SERVICE SHALL NOT BE INTERRUPTED MORE THAN 4 HOURS WITHOUT 48 HOURS NOTICE AND APPROVAL OF THE OWNER. 10. THE CONTRACTOR SHALL NOT OPEN OR CLOSE ANY VALVES OR HYDRANTS WHICH THE CONTRACTOR SHALL NOT OPEN OR CLOSE ANY VALVES OR HYDRANTS WHICH HOLD WATER IN THE SYSTEM. THE OWNER OR OPERATOR, ON 24 HOURS NOTICE FROM THE CONTRACTOR, SHALL OPEN AND/OR CLOSE ANY VALVES OR HYDRANTS REQUIRED FOR DRAINING OR ADMITTING WATER TO THE VARIOUS SECTIONS OF THE WATER MAINS. 11. SOME WATER SERVICE CURB BOXES MAY NOT BE SHOWN ON THE DRAWINGS. THE SOME WATER SERVICE CURB BOXES MAY NOT BE SHOWN ON THE DRAWINGS. THE ENGINEER WILL MARK THE LOCATION OF SUCH CURB BOXES, PROVIDED THE CONTRACTOR GIVES THE ENGINEER AT LEAST ONE WEEK ADVANCE NOTICE. 12. OPEN TRENCHES MUST BE BACKFILLED AT THE END OF THE WORKDAY OR OPEN TRENCHES MUST BE BACKFILLED AT THE END OF THE WORKDAY OR COVERED AND SECURED WITH STEEL PLATES, RAMPED AS APPROVED BY THE TOWN. 13. THE CONTRACTOR IS REQUIRED TO NOTIFY AND COORDINATE WITH THE IMPACTED THE CONTRACTOR IS REQUIRED TO NOTIFY AND COORDINATE WITH THE IMPACTED RESIDENTS ALL WATER MAIN SHUT DOWNS 24 HOURS IN ADVANCE. 14. CURB STOPS SHALL BE LOCATED AT THE PROPERTY LINE AND CONNECTED TO THE CURB STOPS SHALL BE LOCATED AT THE PROPERTY LINE AND CONNECTED TO THE PROPOSED WATER MAIN AS SHOWN ON THE DRAWINGS, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. WATER SERVICE TUBING ON THE PRIVATE PROPERTY SIDE SHALL BE CAPPED 1'-0" FROM THE CURB BOX AND STAKED, UNLESS OTHERWISE NOTED ON THE PLANS. 15. ALL VALVES, BENDS, PLUGS, CAPS, AND HYDRANTS SHALL BE RESTRAINED WITH ALL VALVES, BENDS, PLUGS, CAPS, AND HYDRANTS SHALL BE RESTRAINED WITH "MEGA-LUG" (OR APPROVED EQUAL) MECHANICAL RESTRAINTS. CONCRETE THRUST BLOCKS SHALL BE USED AS DIRECTED BY ENGINEER. 16. SLEEVES, NIPPLES, AND ACCESSORIES NECESSARY FOR CONNECTIONS BETWEEN SLEEVES, NIPPLES, AND ACCESSORIES NECESSARY FOR CONNECTIONS BETWEEN EXISTING AND NEW PIPES MAY NOT BE SHOWN IN DETAIL. FURNISH AND INSTALL ITEMS NECESSARY FOR CONNECTING TO EXISTING MAINS AND AS INDICATED ON THE CONTRACT DOCUMENTS. 17. EXCEPT WHERE OTHERWISE DIRECTED, 12" MINIMUM VERTICAL SEPARATION SHALL EXCEPT WHERE OTHERWISE DIRECTED, 12" MINIMUM VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN THE NEW MAIN AND OTHER UTILITIES WHERE THEY CROSS. WHERE NEW MAIN PASSES UNDER UTILITIES, IT SHALL CROSS WITHOUT THE USE OF BENDS UNLESS OTHERWISE NOTED ON THE PLANS. 18. ALL HYDRANT LATERALS SHALL CROSS UNDER EXISTING UTILITIES AND WATER ALL HYDRANT LATERALS SHALL CROSS UNDER EXISTING UTILITIES AND WATER MAINS. HYDRANT EXTENSIONS SHALL BE INSTALLED, AS NECESSARY, AT NO ADDITIONAL COST TO THE OWNER. 19. ALL STATIONING ON PLANS ARE FOR REFERENCE PURPOSES ONLY. ALL STATIONING ON PLANS ARE FOR REFERENCE PURPOSES ONLY. 20. PRIOR TO DEMOBILIZATION, THE CONTRACTOR SHALL INSPECT EVERY VALVE, PRIOR TO DEMOBILIZATION, THE CONTRACTOR SHALL INSPECT EVERY VALVE, HYDRANT, AND CURB STOP WITH THE RESIDENT ENGINEER PRESENT TO INSURE PROPER OPERATION. 21. ALL VALVES ALONG WATER MAIN STUBS LEFT FOR FUTURE CONNECTIONS SHALL ALL VALVES ALONG WATER MAIN STUBS LEFT FOR FUTURE CONNECTIONS SHALL BE CLOSED AFTER SUCCESSFUL TESTING AND DISINFECTION.
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Cu
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COPPER
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GUARD RAIL
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O
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S
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G
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O
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S
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W
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BBC
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BITUMINOUS CONCRETE CURB
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WETLANDS BUFFER ZONE
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RIVERFRONT AREA
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FEMA 100-YEAR FLOOD LINE
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FZ
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GRANITE BLOCK
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W
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CCB
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CAPE COD BERM
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G
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GAS
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ESTIMATED/PRIORITY HABITAT LIMIT
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EPH
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PL
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PLASTIC
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DEPTH TO INVERT
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DTI
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DI CAP
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REDUCER
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TEST PIT
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FILTER SOCK
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CURB STOP
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REDUCER
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SOLID SLEEVE
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BOUND
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TELECOMMUNICATION MANHOLE
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T
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ELECTRIC TRANSFORMER
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SEWER MANHOLE COVER
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S
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T
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MASSDOT STATIONING
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DOUBLE YELLOW CENTER LINE
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DYCL
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SINGLE WHITE FOG LINE
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SWFL
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DASHED WHITE LANE MARKER
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DWLM
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***+**
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SINGLE WHITE STOP LINE
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SWSL
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SINGLE WHITE CROSSWALK
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SWCW
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TRAFFIC SIGNAL LIGHT SUPPORT
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POLYETHYLENE ENCASED ("V-BIO") WATER MAIN
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W
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EXISTING UNDERGROUND UTILITIES FOR ELECTRIC, TELEPHONE, AND CABLE ARE ONLY SHOWN SCHEMATICALLY, BASED ON AVAILABLE INFORMATION PROVIDED TO THE TOWN. ADDITIONAL UNDERGROUND UTILITIES MAY EXIST AND OVERHEAD WIRES ARE KNOWN TO EXIST. UTILITIES ARE PRESENT WITHIN THE RIGHT-OF-WAY AND PRIVATE PROPERTIES. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH THE UTILITIES AT AND AROUND THE WORK SITE. TEST PITS AT UTILITIES AND PROPOSED WORK CROSSINGS ARE REQUIRED PRIOR TO EXCAVATION. CONTRACTOR SHALL INSTALL WATER MAIN, LATERALS, AND SERVICES UNDER EXISTING UNDERGROUND UTILITIES.
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COVER EQUALS
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C=
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PE
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POLYETHYLENE
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COORDINATION NOTES:
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1. THE CONTRACTOR SHALL PROVIDE TWO CONSTRUCTION THE CONTRACTOR SHALL PROVIDE TWO CONSTRUCTION CREWS TO SUITABLY PERFORM PIPE INSTALLATION AND/OR SERVICE CONNECTIONS WHEN REQUESTED BY THE ENGINEER OR OWNER. 2. THE ATTENTION OF THE BIDDERS IS DIRECTED TO THE THE ATTENTION OF THE BIDDERS IS DIRECTED TO THE FACT THAT THE WORK TO BE DONE UNDER THIS CONTRACT IS ONLY PART OF A PROGRAM OF CONSTRUCTION, THAT CONTRACTS HAVE BEEN LEFT FOR ADDITIONAL FACILITIES, AND THAT SUCCESSFUL OPERATION OF THE CONSTRUCTION IS DEPENDENT UPON THE COMPLETION OF THE WORK UNDER THIS CONTRACT AND OF THE WORK TO BE DONE BY OTHERS. IT IS ESSENTIAL THAT ALL PARTIES INTERESTED IN THIS PROJECT COOPERATE TO THE END THAT THE ENTIRE PROJECT WILL BE BROUGHT TO A SUCCESSFUL CONCLUSION AS RAPIDLY AS POSSIBLE, BUT THE OWNER CANNOT GUARANTEE THAT NO INTERFERENCE OR DELAY WILL BE CAUSED THEREBY. INTERFERENCE AND DELAY RESULTING FROM SUCH COOPERATION SHALL NOT BE THE BASIS OF CLAIMS AGAINST THE OWNER.
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50-FT AND 100-FT ARBITRARY STATIONING
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***+**
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AND
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MASSACHUSETTS STATE HIGHWAY LAYOUT
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S.H.L.O.
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MASSACHUSETTS STATE HIGHWAY LIMITS
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SA
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SPUN ALUMINUM
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BUSH/HEDGES
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WATER MAIN HORIZONTALLY DIRECTIONAL DRILLED
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W HDD
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UTILITY BOX
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BLOW-OFF
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FUSED ADAPTER
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TYPICAL
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TYP.
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WETLANDS
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AREAS OF CRITICAL ENVIRONMENTAL CONCERN
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ACEC BUFFER ZONE
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E
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ELECTRIC MANHOLE COVER
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ACEC
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100' ACEC BUFFER
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CONTINUED
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CONT.
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HDPE
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HIGH DENSITY POLYETHYLENE
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
1"=40'
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CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
AS NOTED
KEY PLAN
SC
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:N
.T
.S
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KE
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LA
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D3
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D4
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D5
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D6
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D7
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D8
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D1
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D2
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D3
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D4
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D5
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D6
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D8
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D9
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D10
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D7
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
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BRIDGE ROAD
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HAY ROAD
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HERRING BROOK ROAD
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HERRING BROOK ROAD
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KINGSBURY BEACH ROAD
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SHEET C-4 TOP
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SHEET C-5 TOP
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SHEET C-5 BOTTOM
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SHEET C-6 TOP
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SHEET C-7 TOP
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SHEET C-11 TOP
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SHEET C-11 BOTTOM
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SHEET C-12
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SHEET C-7 BOTTOM
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SHEET C-8 TOP
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SHEET C-4 BOTTOM
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SHEET C-6 BOTTOM
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SHEET C-10 TOP
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SHEET C-8 BOTTOM
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SHEET C-9
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SHEET C-10 BOTTOM
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SHEET C-13 BOTTOM
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SHEET C-14 BOTTOM
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SHEET C-14 TOP
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SHEET C-16 TOP
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SHEET C-15 BOTTOM
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SHEET C-15 TOP
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SHEET C-13 TOP
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SHEET C-3
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SAMOSET ROAD
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GOVERNOR PRENCE ROAD
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STATE HIGHWAY (ROUTE 6)
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N
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SHEET C-16 BOTTOM
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STATE HIGHWAY (ROUTE 6)
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SHEET C-17 TOP
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SHEET C-17 BOTTOM
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RAILROAD AVENUE
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STATE HIGHWAY (ROUTE 6)
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NAUSET ROAD
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SHEET C-1 TOP
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SHEET C-2
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SHEET C-1 BOTTOM
1"=40'
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CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
AS NOTED
ROAD RESTORATION AND
SERVICE SIZE SCHEDULES
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
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SHEET
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ROAD
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EXISTING ROAD SURFACE
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TEMPORARY PROPOSED ROAD SURFACE RESTORATION
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ROAD RESTORATION SCHEDULE
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C-1, 2
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C-2
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C-3
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SWIFT ROAD (PRIVATE)
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BOUNDARY LANE (PRIVATE)
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COLONY ROAD (PRIVATE)
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C-4
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PERRY LANE (PRIVATE)
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C-5
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BILLINGSGATE AVENUE (PRIVATE)
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C-6
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BRIDGE POND DRIVE (PRIVATE)
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C-7, 8
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PILGRIM'S PATH
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BITUMINOUS CONCRETE PAVEMENT
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C-8, 9
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LAWTON ROAD
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BITUMINOUS CONCRETE PAVEMENT
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C-10
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SANDS ROAD (PRIVATE)
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C-12
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SHERWOOD ROAD (PRIVATE)
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C-3
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JABEZ WAY (PRIVATE)
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C-1
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GARDEN LANE (PRIVATE)
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C-9
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FIFE COURT
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C-11
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BEACH PLUM LANE (PRIVATE)
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DIRT/GRAVEL
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DIRT
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SAND/GRAVEL
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GRAVEL
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BITUMINOUS CONCRETE PAVEMENT
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GRAVEL
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GRAVEL
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BITUMINOUS CONCRETE PAVEMENT
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BITUMINOUS CONCRETE PAVEMENT
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SERVICE SIZE SCHEDULE
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PARCEL ADDRESS(ES)
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SERVICE SIZE
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#35 SWIFT RD #60 COLONY RD #55 COLONY RD #40 COLONY RD #26, 30 COLONY RD #15 COLONY RD #2 JABEZ WAY #85, 75 PILGRIMS PATH #40 FIFE CT #120 LAWTON RD #20 SANDS RD #26 BEACH PLUM LN #16 BEACH PLUM LN #12, 14, 16, 18, 20 SHERWOOD RD #45 AERIES AVE #60 AERIES AVE #50 AERIES AVE #140 BAYSIDE DR #180 BAYSIDE DR #215 BAYSIDE DR #10 BAYSIDE CT
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1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 2" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5" 1.5"
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SERVICE NOTES: 1. EACH ROW REPRESENTS ONE PARCEL AND ONE SERVICE. SOME PARCELS HAVE EACH ROW REPRESENTS ONE PARCEL AND ONE SERVICE. SOME PARCELS HAVE MULTIPLE ADDRESSES. 2. SERVICE SADDLES SHALL BE USED ON ALL SERVICES GREATER THAN 1". SERVICE SADDLES SHALL BE USED ON ALL SERVICES GREATER THAN 1". 3. FOR ALL OTHER WATER SERVICES NOT LISTED IN THE SERVICE SIZE SCHEDULE, WATER FOR ALL OTHER WATER SERVICES NOT LISTED IN THE SERVICE SIZE SCHEDULE, WATER SERVICE DIAMETER IS 1".
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SHEET
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C-1B C-3 C-3 C-3 C-3 C-3 C-3 C-7B C-9 C-9 C-10B C-11T C-11T C-12 C-16B C-16B C-16B C-17B C-17B C-17B C-17B
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GENERAL RESTORATION NOTES: 1. SEE SHEET CD-3 FOR TRENCH DETAILS AND THE SPECIFICATIONS (PARTICULARLY SECTION 02576) FOR ADDITIONAL INFORMATION. SEE SHEET CD-3 FOR TRENCH DETAILS AND THE SPECIFICATIONS (PARTICULARLY SECTION 02576) FOR ADDITIONAL INFORMATION. 2. BID ITEMS INCLUDE ALL NECESSARY PREPARATION WORK. BID ITEMS INCLUDE ALL NECESSARY PREPARATION WORK. 3. ALL RESTORATION WORK MUST BE COMPLETED AFTER WATER MAIN, HYDRANT, AND SERVICE CONSTRUCTION AND PRIOR TO MOVING ALL RESTORATION WORK MUST BE COMPLETED AFTER WATER MAIN, HYDRANT, AND SERVICE CONSTRUCTION AND PRIOR TO MOVING TO THE NEXT ROAD OR AREA OF ROADS. 4. ALL RESTORATION WORK SHALL MATCH EXISTING GRADE AND DRAINAGE PATTERNS, UNLESS OTHERWISE NOTED. ALL RESTORATION WORK SHALL MATCH EXISTING GRADE AND DRAINAGE PATTERNS, UNLESS OTHERWISE NOTED. 5. MAILBOXES, STREET SIGNS, ETC. SHALL BE REMOVED AND REPLACED AS NECESSARY TO FACILITATE CONSTRUCTION. MAILBOXES, STREET SIGNS, ETC. SHALL BE REMOVED AND REPLACED AS NECESSARY TO FACILITATE CONSTRUCTION. 6. ALL DEPTHS INDICATED ARE DEPTHS AFTER COMPACTION. ALL DEPTHS INDICATED ARE DEPTHS AFTER COMPACTION. 7. ALL PAVED ROADS SHALL HAVE A MINIMUM OF 12" OF PROCESSED GRAVEL ROADBASE. ALL PAVED ROADS SHALL HAVE A MINIMUM OF 12" OF PROCESSED GRAVEL ROADBASE. 8. PAVEMENT MAY BE PLACED WHEN AIR TEMPERATURE IS ABOVE 30 F AND RISING. PAVEMENT MAY BE PLACED WHEN AIR TEMPERATURE IS ABOVE 30° F AND RISING.9. ALL BINDER SHALL BE DENSE BINDER; ALL TOP COURSE SHALL BE MODIFIED TOP COURSE. ALL BINDER SHALL BE DENSE BINDER; ALL TOP COURSE SHALL BE MODIFIED TOP COURSE. 10. ALL 2" OVERLAY PAVEMENT SHALL BE DENSE BINDER, AND ALL 1.5" MILL AND OVERLAY PAVEMENT SHALL BE MODIFIED TOP ALL 2" OVERLAY PAVEMENT SHALL BE DENSE BINDER, AND ALL 1.5" MILL AND OVERLAY PAVEMENT SHALL BE MODIFIED TOP COURSE. 11. PAVING ALONG PRIVATE DRIVES AND PARKING LOTS SHALL MATCH THE EXISTING PAVEMENT DEPTH (3" MIN.) AND HAVE CLEAN, PAVING ALONG PRIVATE DRIVES AND PARKING LOTS SHALL MATCH THE EXISTING PAVEMENT DEPTH (3" MIN.) AND HAVE CLEAN, STRAIGHT EDGES. 12. 3" AND 4" TRENCH PAVEMENT SHALL BE PLACED IN TWO LIFTS, BINDER AND TOP. 3" AND 4" TRENCH PAVEMENT SHALL BE PLACED IN TWO LIFTS, BINDER AND TOP. 13. ON ROADS SCHEDULED FOR A TEMPORARY AND FINAL RESTORATION OF TRENCH PAVEMENT (2", 3", 0R 4" DEPTH), TEMPORARY ON ROADS SCHEDULED FOR A TEMPORARY AND FINAL RESTORATION OF TRENCH PAVEMENT (2", 3", 0R 4" DEPTH), TEMPORARY TRENCH PAVEMENT (2" DEPTH) MUST BE REMOVED BY MILLING WHILE CREATING CLEAN, STRAIGHT EDGES BEFORE PLACING FINAL TRENCH PAVEMENT. 14. TEMPORARY TRENCH PAVEMENT SHALL BE PLACED WEEKLY OR IN ADVANCE OF SEVERE WEATHER AS INSTRUCTED BY ENGINEER. TEMPORARY TRENCH PAVEMENT SHALL BE PLACED WEEKLY OR IN ADVANCE OF SEVERE WEATHER AS INSTRUCTED BY ENGINEER. 15. 90-DAY SETTLEMENT PERIOD REQUIRED BEFORE ANY FINAL PAVEMENT WORK. NO FINAL PAVING SHALL OCCUR FROM NOVEMBER 15 90-DAY SETTLEMENT PERIOD REQUIRED BEFORE ANY FINAL PAVEMENT WORK. NO FINAL PAVING SHALL OCCUR FROM NOVEMBER 15 TO APRIL 15 WITHOUT THE ENGINEER'S APPROVAL. 16. ALL GRASS AREAS DISTURBED SHALL BE RESTORED IN ACCORDANCE WITH THE LOAM AND SEED DETAIL, SHEET CD-2. ALL GRASS AREAS DISTURBED SHALL BE RESTORED IN ACCORDANCE WITH THE LOAM AND SEED DETAIL, SHEET CD-2. 17. ALL DIRT/GRAVEL/SAND AREAS DISTURBED SHALL BE RESTORED THE SAME DAY WITH A MINIMUM OF 12" OF PROCESSED GRAVEL ALL DIRT/GRAVEL/SAND AREAS DISTURBED SHALL BE RESTORED THE SAME DAY WITH A MINIMUM OF 12" OF PROCESSED GRAVEL TO MATCH EXISTING GRADE. 18. ALL STONE OR SEASHELL PRIVATE DRIVES SHALL MATCH EXISTING DEPTH (3" MIN).ALL STONE OR SEASHELL PRIVATE DRIVES SHALL MATCH EXISTING DEPTH (3" MIN).
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TRENCH PAVEMENT (2" DEPTH)
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TRENCH PAVEMENT (2" DEPTH)
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TRENCH PAVEMENT (2" DEPTH)
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C-5
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C-7
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COLE ROAD
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GILL ROAD (PRIVATE)
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GRAVEL
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BITUMINOUS CONCRETE PAVEMENT
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C-12
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BAY SHORE LANE (PRIVATE)
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BITUMINOUS CONCRETE PAVEMENT
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GRAVEL
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SAND
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DIRT
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C-13
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AUNT HELENS WAY (PRIVATE)
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C-13, 14
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UNCLE NATES WAY (PRIVATE)
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HATTIES WAY (PRIVATE)
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C-13, 14
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GINGERPLUM LANE (PRIVATE)
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C-15
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GRANDFATHERS WAY (PRIVATE)
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C-15, 16
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BITUMINOUS CONCRETE PAVEMENT
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SAND
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SAND
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GRAVEL
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GRAVEL
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TRENCH PAVEMENT (2" DEPTH)
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TRENCH PAVEMENT (2" DEPTH)
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TRENCH PAVEMENT (2" DEPTH)
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GRAVEL
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C-2
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KATHYS WAY
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DIRT
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BITUMINOUS CONCRETE PAVEMENT
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TRENCH PAVEMENT (2" DEPTH)
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AERIE'S AVENUE (PRIVATE)
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C-16
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BAYSIDE DRIVE (PRIVATE)
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C-17 TOP
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C-17
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FINAL PROPOSED ROAD SURFACE RESTORATION
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PROCESSED GRAVEL (12" DEPTH)
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PROCESSED GRAVEL (12" DEPTH)
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PROCESSED GRAVEL (12" DEPTH)
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PROCESSED GRAVEL (12" DEPTH)
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PROCESSED GRAVEL (12" DEPTH)
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PROCESSED GRAVEL (12" DEPTH)
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PROCESSED GRAVEL (12" DEPTH)
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PROCESSED GRAVEL (12" DEPTH)
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PROCESSED GRAVEL (12" DEPTH)
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PROCESSED GRAVEL (12" DEPTH)
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PROCESSED GRAVEL (12" DEPTH)
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PROCESSED GRAVEL (12" DEPTH)
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PROCESSED GRAVEL (12" DEPTH)
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PROCESSED GRAVEL (12" DEPTH)
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PROCESSED GRAVEL (12" DEPTH)
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PROCESSED GRAVEL (12" DEPTH)
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TRENCH PAVEMENT (3" DEPTH)
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TRENCH PAVEMENT (3" DEPTH)
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12" OVERCUT, 1.5" MILL AND PAVEMENT OVERLAY
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TRENCH PAVEMENT (3" DEPTH)
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TRENCH PAVEMENT (2" DEPTH)
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FULL-WIDTH, 2" PAVEMENT OVERLAY (APPROX. 22' AVG. WIDTH)
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FULL-WIDTH, 2" PAVEMENT OVERLAY (APPROX. 12' AVG. WIDTH)
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PROCESSED GRAVEL (12" DEPTH)
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LOAM AND SEED ROAD SHOULDER (4" DEPTH)
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BITUMINOUS CONCRETE PAVEMENT
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BITUMINOUS CONCRETE PAVEMENT
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TRENCH PAVEMENT (3" DEPTH)
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TRENCH PAVEMENT (2" DEPTH)
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C-17 BOTTOM
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BAYSIDE COURT (PRIVATE)
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C-17
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BITUMINOUS CONCRETE PAVEMENT
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0.5" BLUE STONE
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PROCESSED GRAVEL (12" DEPTH)
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TRENCH PAVEMENT (2" DEPTH)
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FULL-WIDTH, 2" PAVEMENT OVERLAY, INCLUDING REGRADING AND LEVELING
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TRENCH PAVEMENT (3" DEPTH)
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0.5" BLUE STONE (2.5" DEPTH, APPROX. 14' AVG. WIDTH)
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FULL-WIDTH, DENSE-GRADED CRUSHED STONE (2.5" DEPTH, APPROX. 12' AVG. WIDTH)
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FULL-WIDTH, DENSE-GRADED CRUSHED STONE (2.5" DEPTH, APPROX. 12' AVG. WIDTH)
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FULL-WIDTH, DENSE-GRADED CRUSHED STONE (2.5" DEPTH, APPROX. 12' AVG. WIDTH)
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FULL-WIDTH, DENSE-GRADED CRUSHED STONE (2.5" DEPTH, APPROX. 12' AVG. WIDTH)
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FULL-WIDTH, DENSE-GRADED CRUSHED STONE (2.5" DEPTH, APPROX. 12' AVG. WIDTH)
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FULL-WIDTH, DENSE-GRADED CRUSHED STONE (2.5" DEPTH, APPROX. 12' AVG. WIDTH)
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FULL-WIDTH, DENSE-GRADED CRUSHED STONE (2.5" DEPTH, APPROX. 12' AVG. WIDTH)
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FULL-WIDTH, DENSE-GRADED CRUSHED STONE (2.5" DEPTH, APPROX. 12' AVG. WIDTH)
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FULL-WIDTH, DENSE-GRADED CRUSHED STONE (2.5" DEPTH, APPROX. 12' AVG. WIDTH)
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FULL-WIDTH, DENSE-GRADED CRUSHED STONE (2.5" DEPTH, APPROX. 12' AVG. WIDTH)
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FULL-WIDTH, DENSE-GRADED CRUSHED STONE (2.5" DEPTH, APPROX. 12' AVG. WIDTH)
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FULL-WIDTH, DENSE-GRADED CRUSHED STONE (2.5" DEPTH, APPROX. 12' AVG. WIDTH)
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FULL-WIDTH, DENSE-GRADED CRUSHED STONE (2.5" DEPTH, APPROX. 12' AVG. WIDTH)
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FULL-WIDTH, DENSE-GRADED CRUSHED STONE (2.5" DEPTH, APPROX. 12' AVG. WIDTH)
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FULL-WIDTH, DENSE-GRADED CRUSHED STONE (2.5" DEPTH, APPROX. 12' AVG. WIDTH)
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FULL-WIDTH, DENSE-GRADED CRUSHED STONE (2.5" DEPTH, APPROX. 12' AVG. WIDTH)
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BITUMINOUS CONCRETE PAVEMENT
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PROCESSED GRAVEL (12" DEPTH)
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LOAM AND SEED ROAD SHOULDER (4" DEPTH)
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C-1
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GARDEN LANE (PRIVATE) CONTINUED
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C-3
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COLONY ROAD (PRIVATE) CONTINUED
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BAYSIDE DRIVE (PRIVATE) CONTINUED
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BAYSIDE DRIVE (PRIVATE) CONTINUED
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12" OVERCUT, 1.5" MILL AND PAVEMENT OVERLAY
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12" OVERCUT, 1.5" MILL AND PAVEMENT OVERLAY
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12" OVERCUT, 1.5" MILL AND PAVEMENT OVERLAY
SWIFT ROAD AND GARDEN LANE
PLAN
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DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
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10 SAND DOLLAR LN
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40 SWIFT RD
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30 SWIFT RD
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20 SWIFT RD
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10 SWIFT RD (SERVED FROM CONTRACT 7)
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5 SWIFT RD
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70 GARDEN LN
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35 SWIFT RD
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35 SWIFT RD
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45 SWIFT RD
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DENSE VEGETATION
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GRAVEL DRIVE
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BIT. CONC. ROAD
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DIRT DRIVE
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4"(PL)G
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2"(PL)G
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UP #24/38-R
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12"(DI)W
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12"(DI)W
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BIT. CONC. ROAD
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DIRT DRIVE
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GARAGE
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DIRT ROAD
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SAND DRIVE
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STONE DRIVE
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UP #2
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GRASS
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UP #56/3
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LANDSCAPED AREA
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UP #56/4
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GRASS
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SAND ROAD
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DENSE VEGETATION
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DIRT ROAD
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SEA SHELL DRIVE
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UP #56/5
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UP #801/1
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UP #5S
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UP #56/1
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SAND DRIVE
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DENSE VEGETATION
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GRASS
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GRASS
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GRASS DRIVE
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L.A.
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L.A.
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SHED
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DENSE VEG.
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8"(DI)W
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5 SAND DOLLAR LN
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65 SWIFT RD
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70 GARDEN LN
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2"(PL)G
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2"(PL)G
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2"(PL)G
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35 SWIFT RD
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35 SWIFT RD
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55 GARDEN LN
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60 GARDEN LN
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50 GARDEN LN
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45 GARDEN LN
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40 GARDEN LN
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30 GARDEN LN
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10 BAIN RD
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25 GARDEN LN
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5 GARDEN LN
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910 KINGSBURY BEACH RD (SERVED FROM CONTRACT 7)
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GRASS
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BIT. CONC. ROAD
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STONE DRIVE
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2"PL(G)
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UP #8/29
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8"DI(W)
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UP #801/1
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PAV.
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BIT. CONC. ROAD
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70 GARDEN LN
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DIRT ROAD
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8"DI(W)
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2"(PL)G
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SWIFT ROAD
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HERRING BROOK ROAD
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GARDEN LANE
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GARDEN LANE
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BAIN ROAD
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N
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WORK PERFORMED UNDER CONTRACT 7
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK PERFORMED UNDER CONTRACT 10
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REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 8" x 6" DI REDUCER
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REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 8" 11.25° DI BEND
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REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
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INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 7).
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
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INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 9).
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INSTALL 1.5" CORPORATION WITH SADDLE AND NEW 1.5" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOP TO BE DETERMINED DURING CONSTRUCTION.
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REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
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6" 22.5° DI BEND
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6" 11.25° DI BEND
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6" 11.25° DI BEND
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6" 11.25° DI BEND
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6" 11.25° DI BEND
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6" X 6" DI TEE DI TEE
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6" X 6" DI TEE DI TEE
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6" X 6" DI TEE DI TEE
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POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
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POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
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6" GATE VALVE
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6" DI CAP (RESTRAIN ALL JOINTS, VALVE TO CAP)
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6" DI CAP (RESTRAIN ALL JOINTS, VALVE TO CAP)
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6" DI WATER MAIN
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8" DI WATER MAIN
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6" DI WATER MAIN
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6" DI WATER MAIN
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6"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
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NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
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6"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
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6" DI WATER MAIN
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6"(DI)W UNDER EXISTING 2"(PL)G (C=4.5')
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6" DI WATER MAIN
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8" x 6" DI REDUCER
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
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HYDRANT LATERAL UNDER EXISTING 2"(PL)G (C=4.5')
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6" GATE VALVE
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6" GATE VALVE
SWIFT ROAD, BOUNDARY LANE,
AND KATHYS WAY
1"=40'
JET
KGL
GCS
RJT
C-2
Sheet No.
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ing file: I:\E
astham
.217\P
hase 2 - E
astham
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ater S
ystem
\217-1504.14 C
ontract 14 P
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M\01 C
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ON
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N - U
pdated (C
1-8 rem
oved).dw
g P
lot D
ate: N
ov 27,2018-3:56pm
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Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
PLAN
SCALE: 1"=40'
MA
TC
H L
INE
C-1
(T
OP
)
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W
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105 BOREEN RD
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15 SAND DOLLAR LN
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125 BOREEN RD
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135 BOREEN RD (SERVED FROM CONTRACT 11)
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50 CRANBERRY CIR (SERVED FROM CONTRACT 11)
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40 CRANBERRY CIR
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30 CRANBERRY CIR
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180 SWIFT RD
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170 SWIFT RD
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5 SAND DOLLAR LN
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65 SWIFT RD
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185 SWIFT RD
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36 I DE HO LN
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20 CRANBERRY CIR
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35 BOUNDARY LN
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UP 100/7R
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2"(PL)G
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8"(DI)W
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TALL GRASS
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UP #82/1
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5 SAND DOLLAR LN
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175 SWIFT RD
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30 KATHYS WAY
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20 KATHYS WAY
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DIRT/PINE NEEDLE DRIVE
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SHED
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SHED
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UP #124/1
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DENSE VEGETATION
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DENSE VEGETATION
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L.A.
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
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N
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SWIFT ROAD
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BOREEN ROAD
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BOUNDARY LANE
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KATHYS WAY
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WORK PERFORMED UNDER CONTRACT 11
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WORK TO BE PERFORMED UNDER CONTRACT 14
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POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
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6" GATE VALVE
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REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
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REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 45° DI BEND
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6" 11.25° DI BEND
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6" 45° DI BEND
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6" 45° DI BEND
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8" 22.5° DI BEND
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INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 8).
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1) (RESTRAIN ALL JOINTS WITHIN 40-FT OF HYDRANT)
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8" x 6" DI REDUCER
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8" X 6" DI TEE DI TEE
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6" DI WATER MAIN
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6" DI WATER MAIN
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INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 5).
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RIGHT OF WAY
COLONY ROAD AND JABEZ WAY
1"=40'
JET
KGL
GCS
RJT
C-3
Sheet No.
Draw
ing file: I:\E
astham
.217\P
hase 2 - E
astham
W
ater S
ystem
\217-1504.14 C
ontract 14 P
hase 2B
W
M\01 C
AD
\14 C
ON
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AC
T 14 W
AT
ER
D
ES
IG
N - U
pdated (C
1-8 rem
oved).dw
g P
lot D
ate: N
ov 27,2018-9:07am
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
PLAN
SCALE: 1"=40'
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280 GREAT POND RD
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525 LOCUST RD
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10 COLONY RD
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340 GREAT POND RD (SERVED FROM CONTRACT 10)
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15 COLONY RD
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25 COLONY RD
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3 JABEZ WAY
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1 JABEZ WAY
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55 COLONY RD
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515 LOCUST RD (SERVED FROM CONTRACT 10)
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500 LOCUST RD
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455 LOCUST RD (SERVED FROM CONTRACT 10)
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60 COLONY RD
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50 COLONY RD
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40 COLONY RD
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20 COLONY RD
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D
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Y
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D
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DENSE VEGETATION
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DENSE VEGETATION
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DENSE VEGETATION
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GRAVEL ROAD
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BIT. CONC. ROAD
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GRASS
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UP 14/9
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UP 14/9S
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UP 14/10
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LIGHT VEGETATION
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STONE DRIVE
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BIT. CONC. ROAD
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BIT. CONC. ROAD
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LIGHT VEGETATION
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GRASS
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LIGHT VEGETATION
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2"(PL)G
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2"(PL)G
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UP 9/11
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UP 9/12
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8"(DI)W
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8"(DI)W
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26 COLONY RD AND 30 COLONY RD
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DENSE VEGETATION
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DENSE VEGETATION
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GRAVEL DRIVE
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BIT. CONC. DRIVE
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GRASS
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DIRT ROAD
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LIGHT VEG.
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GRASS
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DIRT DRIVE
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DENSE VEGETATION
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GRASS
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SEA SHELL DRIVE
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GRAVEL DRIVE
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GRASS
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L.A.
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LIGHT VEGETATION
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GRAVEL ROAD
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SEA SHELL DRIVE
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DENSE VEGETATION
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SHED
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SHED
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L.A.
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BIT. CONC. DRIVE
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BIT. CONC. DRIVE
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SEA SHELL WALK
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L.A.
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L.A.
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UP #
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GAZEBO
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UP #349/1
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GRASS
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BIT. CONC. ROAD
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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STONE DRIVE
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GRASS DRIVE
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STONE DRIVE
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STONE DRIVE
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DENSE VEGETATION
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DENSE VEGETATION
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DENSE VEGETATION
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DENSE VEGETATION
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DENSE VEGETATION
AutoCAD SHX Text
DENSE VEG.
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DENSE VEGETATION
AutoCAD SHX Text
FLAGPOLE
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PAV.
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L.A.
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L.A.
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UP #349/13
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GRAVEL ROAD
AutoCAD SHX Text
D
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H
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Y
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8"DI(W)
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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GRAVEL ROAD
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8"(DI)W
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2 JABEZ WAY
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
AutoCAD SHX Text
N
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COLONY ROAD
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JABEZ WAY
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COLONY ROAD
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LOCUST ROAD
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GREAT POND ROAD
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK PERFORMED UNDER CONTRACT 10
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WORK PERFORMED UNDER CONTRACT 10
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WORK TO BE PERFORMED UNDER CONTRACT 14
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2" PE WATER MAIN
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2" PE WATER MAIN
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2" CURB STOP WITHIN ROADWAY BOX
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2" CURB STOP WITHIN ROADWAY BOX
AutoCAD SHX Text
1" BLOW-OFF RAISED TO SURFACE GRADE WITHIN ROADWAY VALVE BOX
AutoCAD SHX Text
INSTALL 1" DRAINAGE CURB STOP ("STOP AND WASTE").
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INSTALL 1" DRAINAGE CURB STOP ("STOP AND WASTE").
AutoCAD SHX Text
2" X 1" BRASS REDUCER
AutoCAD SHX Text
INSTALL 1" CURB STOP.
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2" X 1" BRASS REDUCER
AutoCAD SHX Text
INSTALL 1" CURB STOP.
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
FILTER SOCK SEDIMENTATION CONTROL (SEE DETAIL CD-2)
AutoCAD SHX Text
REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
AutoCAD SHX Text
6" DI WATER MAIN
AutoCAD SHX Text
6" 22.5° DI BEND
AutoCAD SHX Text
6" 11.25° DI BEND
AutoCAD SHX Text
6" 11.25° DI BEND
AutoCAD SHX Text
INSTALL 1.5" CORPORATION WITH SADDLE AND NEW 1.5" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOP TO BE DETERMINED DURING CONSTRUCTION.
AutoCAD SHX Text
INSTALL 2" x 1.5" BRASS COMPRESSION TEE AND NEW 1.5" PE WATER SERVICE FROM NEW 2"(PE)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOP TO BE DETERMINED DURING CONSTRUCTION.
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 4).
AutoCAD SHX Text
6"(DI)W UNDER EXISTING 2"(PL)G (C=4.5')
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2" CORPORATION WITH SADDLE
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2" CORPORATION WITH SADDLE
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NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
AutoCAD SHX Text
1" BLOW-OFF RAISED TO SURFACE GRADE WITHIN ROADWAY VALVE BOX
AutoCAD SHX Text
REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 8" 11.25° DI BEND
AutoCAD SHX Text
REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 8" 11.25° DI BEND
AutoCAD SHX Text
8" x 6" DI REDUCER
AutoCAD SHX Text
8" x 6" DI REDUCER
AutoCAD SHX Text
8" DI WATER MAIN
AutoCAD SHX Text
8" DI WATER MAIN
AutoCAD SHX Text
INSTALL 2" x 1.5" BRASS COMPRESSION TEE AND NEW 1.5" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOP TO BE DETERMINED DURING CONSTRUCTION.
AutoCAD SHX Text
INSTALL 1.5" CORPORATION WITH SADDLE AND NEW 1.5" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOP TO BE DETERMINED DURING CONSTRUCTION.
AutoCAD SHX Text
INSTALL 2" x 1" BRASS COMPRESSION TEE AND NEW 1" PE WATER SERVICE FROM NEW 2"(PE)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 2).
AutoCAD SHX Text
INSTALL 1.5" CORPORATION WITH SADDLE AND NEW 1.5" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOP TO BE DETERMINED DURING CONSTRUCTION.
AutoCAD SHX Text
INSTALL 2" x 1.5" BRASS COMPRESSION TEE AND NEW 1.5" PE WATER SERVICE FROM NEW 2"(PE)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOP TO BE DETERMINED DURING CONSTRUCTION.
PERRY LANE
1"=40'
JET
KGL
GCS
RJT
C-4
Sheet No.
Draw
ing file: I:\E
astham
.217\P
hase 2 - E
astham
W
ater S
ystem
\217-1504.14 C
ontract 14 P
hase 2B
W
M\01 C
AD
\14 C
ON
TR
AC
T 14 W
AT
ER
D
ES
IG
N - U
pdated (C
1-8 rem
oved).dw
g P
lot D
ate: N
ov 28,2018-8:45am
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
PLAN
SCALE: 1"=40'
PLAN
SCALE: 1"=40'
MA
TC
H L
IN
EC
-4
(B
OT
TO
M)
MA
TC
H L
IN
EC
-4
(T
OP
)
AutoCAD SHX Text
75 PERRY LN (SERVED FROM CONTRACT 10)
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80 PERRY LN
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70 PERRY LN
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65 PERRY LN
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60 PERRY LN
AutoCAD SHX Text
55 PERRY LN
AutoCAD SHX Text
45 PERRY LN
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50 PERRY LN
AutoCAD SHX Text
95 BAY VIEW DR (SERVED FROM CONTRACT 10)
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105 BAY VIEW DR (SERVED FROM CONTRACT 10)
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O
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W
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S
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O
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W
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S
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DIRT DRIVE
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STONE DRIVE
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DENSE VEGETATION
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GRAVEL ROAD
AutoCAD SHX Text
BIT. CONC. DRIVE
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LIGHT VEGETATION
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2"(PL)G
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6"(DI)W
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8"(DI)W
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DENSE VEGETATION
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LANDSCAPED AREA
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L.A.
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L.A.
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L.A.
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L.A.
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LANDSCAPED AREA
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L.A.
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DENSE VEGETATION
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LIGHT VEGETATION
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DENSE VEG.
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GRAVEL DRIVE
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BIT. CONC. DRIVE
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GRASS
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GRASS
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SEA SHELLS
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BIT. CONC. DRIVE
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STONE DRIVE
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SAND DRIVE
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UP #6A
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LIGHT VEGETATION
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UP #
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DENSE VEGETATION
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LIGHT VEGETATION
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STONE DRIVE
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UP #85/5
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LIGHT VEGETATION
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GRAVEL DRIVE
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LIGHT VEGETATION
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GRASS
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LANDSCAPED AREA
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UP #4
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DENSE VEGETATION
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D
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H
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Y
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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45 PERRY LN
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40 PERRY LN
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35 PERRY LN
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25 PERRY LN
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15 PERRY LN (SERVED FROM CONTRACT 8)
AutoCAD SHX Text
1615 HERRING BROOK RD (SERVED FROM CONTRACT 8)
AutoCAD SHX Text
20 PERRY LN
AutoCAD SHX Text
30 PERRY LN
AutoCAD SHX Text
O
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W
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S
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D
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H
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Y
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DENSE VEGETATION
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LIGHT VEGETATION
AutoCAD SHX Text
BIT. CONC. ROAD
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GRAVEL ROAD
AutoCAD SHX Text
8"(DI)W
AutoCAD SHX Text
UP #24/51
AutoCAD SHX Text
UP #51/S
AutoCAD SHX Text
4"(PL)G
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LANDSCAPED AREA
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L.A.
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L.A.
AutoCAD SHX Text
L.A.
AutoCAD SHX Text
L.A.
AutoCAD SHX Text
DENSE VEGETATION
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LIGHT VEGETATION
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LIGHT VEGETATION
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LIGHT VEGETATION
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GRASS
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GRASS
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GRAVEL ROAD
AutoCAD SHX Text
GRAVEL DRIVE
AutoCAD SHX Text
GRAVEL DRIVE
AutoCAD SHX Text
FLAGPOLE
AutoCAD SHX Text
MOSS
AutoCAD SHX Text
GRAVEL DRIVE
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
UP #85/3
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
L.A.
AutoCAD SHX Text
L.A.
AutoCAD SHX Text
L.A.
AutoCAD SHX Text
LIGHT VEGETATION
AutoCAD SHX Text
SAND DRIVE
AutoCAD SHX Text
UP #2
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DENSE VEGETATION
AutoCAD SHX Text
LIGHT VEGETATION
AutoCAD SHX Text
UP #85/1
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SAND DRIVE
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D
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H
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Y
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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D
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H
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Y
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12"(DI)W
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
AutoCAD SHX Text
N
AutoCAD SHX Text
PERRY LANE
AutoCAD SHX Text
PERRY LANE
AutoCAD SHX Text
HERRING BROOK ROAD
AutoCAD SHX Text
BAY VIEW DRIVE
AutoCAD SHX Text
N
AutoCAD SHX Text
WORK PERFORMED UNDER CONTRACT 10
AutoCAD SHX Text
WORK TO BE PERFORMED UNDER CONTRACT 14
AutoCAD SHX Text
WORK TO BE PERFORMED UNDER CONTRACT 14
AutoCAD SHX Text
WORK PERFORMED UNDER CONTRACT 8
AutoCAD SHX Text
REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 8" 11.25° DI BEND
AutoCAD SHX Text
REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 6).
AutoCAD SHX Text
POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
AutoCAD SHX Text
REMOVE CAP AND CONNECT TO EXISTING 6"(DI)W WITH SOLID SLEEVE
AutoCAD SHX Text
NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
AutoCAD SHX Text
6"(DI)W UNDER EXISTING 2"(PL)G (C=4.5')
AutoCAD SHX Text
6" GATE VALVE
AutoCAD SHX Text
6" GATE VALVE
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 6).
AutoCAD SHX Text
POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
AutoCAD SHX Text
6" DI WATER MAIN
AutoCAD SHX Text
6" DI WATER MAIN
AutoCAD SHX Text
8" X 6" DI REDUCER
AutoCAD SHX Text
8" DI WATER MAIN
GILL ROAD AND BILLINGSGATE AVENUE
1"=40'
JET
KGL
GCS
RJT
C-5
Sheet No.
Draw
ing file: I:\E
astham
.217\P
hase 2 - E
astham
W
ater S
ystem
\217-1504.14 C
ontract 14 P
hase 2B
W
M\01 C
AD
\14 C
ON
TR
AC
T 14 W
AT
ER
D
ES
IG
N - U
pdated (C
1-8 rem
oved).dw
g P
lot D
ate: N
ov 27,2018-9:25am
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
PLAN
SCALE: 1"=40'
PLAN
SCALE: 1"=40'
AutoCAD SHX Text
T
AutoCAD SHX Text
70 GILL RD (SERVED FROM CONTRACT 10)
AutoCAD SHX Text
60 GILL RD
AutoCAD SHX Text
50 GILL RD
AutoCAD SHX Text
40 GILL RD
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30 GILL RD
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20 GILL RD
AutoCAD SHX Text
10 GILL RD (SERVED FROM CONTRACT 8)
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5 GILL RD (SERVED FROM CONTRACT 8)
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15 GILL RD
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25 GILL RD
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35 GILL RD
AutoCAD SHX Text
45 GILL RD
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55 GILL RD
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65 GILL RD (SERVED FROM CONTRACT 10)
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O
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W
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S
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D
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H
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Y
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W
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DENSE VEGETATION
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LIGHT VEGETATION
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GRAVEL DRIVE
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GRAVEL ROAD
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STONE DRIVE
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DENSE VEGETATION
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GRASS
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STONE DRIVE
AutoCAD SHX Text
DIRT ROAD
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2"(PL)G
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DENSE VEG.
AutoCAD SHX Text
UP #132/7
AutoCAD SHX Text
6"(DI)W
AutoCAD SHX Text
8"(DI)W
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
GARAGE
AutoCAD SHX Text
GRAVEL ROAD
AutoCAD SHX Text
BIT. CONC. ROAD
AutoCAD SHX Text
UP #24/53S
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UP #24/53
AutoCAD SHX Text
4"(PL)G
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12"(DI)W
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GRAVEL DRIVE
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GRAVEL DRIVE
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SAND DRIVE
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SEA SHELL DRIVE
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SAND DRIVE
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SEA SHELL DRIVE
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DENSE VEGETATION
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DENSE VEGETATION
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DENSE VEGETATION
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LIGHT VEGETATION
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LIGHT VEGETATION
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LIGHT VEGETATION
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DENSE VEGETATION
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DENSE VEGETATION
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DIRT DRIVE
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GRASS
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L.A.
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GRAVEL DRIVE
AutoCAD SHX Text
UP #132/6
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DENSE VEGETATION
AutoCAD SHX Text
SAND PATH
AutoCAD SHX Text
LANDSCAPED AREA
AutoCAD SHX Text
LIGHT VEGETATION
AutoCAD SHX Text
L.A.
AutoCAD SHX Text
SAND DRIVE
AutoCAD SHX Text
STONE DRIVE
AutoCAD SHX Text
UP #132/5
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DENSE VEGETATION
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
LIGHT VEGETATION
AutoCAD SHX Text
LIGHT VEGETATION
AutoCAD SHX Text
SAND ROAD
AutoCAD SHX Text
SAND DRIVE
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SEA SHELL DRIVE
AutoCAD SHX Text
UP #132/4
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UP #132/3
AutoCAD SHX Text
SAND DRIVE
AutoCAD SHX Text
SHELL
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UP #132/2
AutoCAD SHX Text
SAND DRIVE
AutoCAD SHX Text
GRAVEL DRIVE
AutoCAD SHX Text
UP #132/1
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L.A.
AutoCAD SHX Text
BASKETBALL COURT
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D
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H
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Y
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D
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H
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Y
AutoCAD SHX Text
O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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O
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W
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S
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O
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W
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S
AutoCAD SHX Text
O
AutoCAD SHX Text
W
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S
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8"(DI)W
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O
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W
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S
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D
AutoCAD SHX Text
H
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Y
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60 BILLINGSGATE AVE (SERVED FROM CONTRACT 10)
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50 BILLINGSGATE AVE
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40 BILLINGSGATE AVE
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30 BILLINGSGATE AVE
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20 BILLINGSGATE AVE
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10 BILLINGSGATE AVE (SERVED FROM CONTRACT 8)
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15 BILLINGSGATE AVE
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25 BILLINGSGATE AVE
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35 BILLINGSGATE AVE
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45 BILLINGSGATE AVE
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55 BILLINGSGATE AVE
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40 BAY VIEW DR (SERVED FROM CONTRACT 10)
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O
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W
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S
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D
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H
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Y
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O
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W
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S
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O
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W
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S
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DENSE VEGETATION
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DENSE VEGETATION
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DENSE VEGETATION
AutoCAD SHX Text
STONE DRIVE
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GRAVEL ROAD
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DIRT ROAD
AutoCAD SHX Text
2"(PL)G
AutoCAD SHX Text
2"(PL)G
AutoCAD SHX Text
6"(DI)W
AutoCAD SHX Text
8"(DI)W
AutoCAD SHX Text
2"(PL)G
AutoCAD SHX Text
BIT. CONC. ROAD
AutoCAD SHX Text
GRAVEL ROAD
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DENSE VEGETATION
AutoCAD SHX Text
UP #24 55-R
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12"(DI)W
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DENSE VEGETATION
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DENSE VEGETATION
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DENSE VEGETATION
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DENSE VEGETATION
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DENSE VEGETATION
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DENSE VEGETATION
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DENSE VEGETATION
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LIGHT VEGETATION
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GRASS
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GRASS
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GRASS
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GRASS
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GRAVEL ROAD
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DIRT
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GRAVEL DRIVE
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GRAVEL
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STONE DRIVE
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GRAVEL
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DIRT DRIVE
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DIRT PATH
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GRAVEL DRIVE
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STONE DRIVE
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LANDSCAPED AREA
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L.A.
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L.A.
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L.A.
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FLAGPOLE
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GARAGE
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L.A.
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UP #168/6
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UP #168/5
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UP #168/4
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UP #168/3
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UP #168/2
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UP #168/1
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DENSE VEGETATION
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DENSE VEGETATION
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DENSE VEGETATION
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DENSE VEGETATION
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SAND DRIVE
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BIT.
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DIRT
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STONE DRIVE
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LIGHT VEGETATION
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STONE DRIVE
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STONE DRIVE
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LIGHT VEGETATION
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GRASS
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GRASS
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L.A.
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LIGHT VEGETATION
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DENSE VEGETATION
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STONE DRIVE
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SAND DRIVE
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D
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H
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Y
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D
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H
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Y
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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8"(DI)W
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O
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W
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S
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D
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H
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Y
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5 BILLINGSGATE AVE
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
AutoCAD SHX Text
N
AutoCAD SHX Text
GILL ROAD
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BAY VIEW DRIVE
AutoCAD SHX Text
HERRING BROOK ROAD
AutoCAD SHX Text
BILLINGSGATE AVENUE
AutoCAD SHX Text
BAY VIEW DRIVE
AutoCAD SHX Text
HERRING BROOK ROAD
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N
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WORK PERFORMED UNDER CONTRACT 10
AutoCAD SHX Text
WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK PERFORMED UNDER CONTRACT 8
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WORK PERFORMED UNDER CONTRACT 10
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK TO BE PERFORMED UNDER CONTRACT 8
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REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 10).
AutoCAD SHX Text
REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
REMOVE CAP AND CONNECT TO EXISTING 6"(DI)W WITH SOLID SLEEVE
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REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 8" x 6" DI REDUCER
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REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 8" x 6" DI REDUCER
AutoCAD SHX Text
REMOVE CAP AND CONNECT TO EXISTING 6"(DI)W WITH SOLID SLEEVE
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POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
AutoCAD SHX Text
6" GATE VALVE
AutoCAD SHX Text
6" GATE VALVE
AutoCAD SHX Text
6" GATE VALVE
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6" GATE VALVE
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POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 10).
AutoCAD SHX Text
6" 11.25° DI BEND
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6"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
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NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
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6" DI WATER MAIN
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6" DI WATER MAIN
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6"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
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NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
BRIDGE POND DRIVE
1"=40'
JET
KGL
GCS
RJT
C-6
Sheet No.
Draw
ing file: I:\E
astham
.217\P
hase 2 - E
astham
W
ater S
ystem
\217-1504.14 C
ontract 14 P
hase 2B
W
M\01 C
AD
\14 C
ON
TR
AC
T 14 W
AT
ER
D
ES
IG
N - U
pdated (C
1-8 rem
oved).dw
g P
lot D
ate: N
ov 28,2018-9:00am
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
PLAN
SCALE: 1"=40'
PLAN
SCALE: 1"=40'
MA
TC
H L
IN
EC
-6
(B
OT
TO
M)
MA
TC
H L
IN
EC
-6
(T
OP
)
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70 BRIDGE POND DR (SERVED FROM CONTRACT 10)
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60 BRIDGE POND DR
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50 BRIDGE POND DR
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45 BRIDGE POND DR
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55 BRIDGE POND DR
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65 BRIDGE POND DR
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75 BRIDGE POND DR (SERVED FROM CONTRACT 10)
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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DENSE VEGETATION
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DENSE VEGETATION
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LANDSCAPED AREA
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SHELL DRIVE
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STONE PAV
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DENSE VEGETATION
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
GRAVEL ROAD
AutoCAD SHX Text
2"(PL)G
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6"(DI)W
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UP #133/8R
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STONE DRIVE
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DIRT ROAD
AutoCAD SHX Text
8"(DI)W
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GRASS
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GARAGE
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DENSE VEGETATION
AutoCAD SHX Text
DENSE VEGETATION
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DENSE VEG.
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GRAVEL DRIVE
AutoCAD SHX Text
SEA SHELL DRIVE
AutoCAD SHX Text
PAV.
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PAV.
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GRAVEL DRIVE
AutoCAD SHX Text
L.A.
AutoCAD SHX Text
L.A.
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DENSE VEGETATION
AutoCAD SHX Text
UP #242/6
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STONE DRIVE
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UP #242/5
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DENSE VEG.
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GRASS
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STONE DRIVE
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STONE DRIVE
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D
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H
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Y
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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40 BRIDGE POND DR
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2"(PL)G
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40 BRIDGE POND DR
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30 BRIDGE POND DR
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20 BRIDGE POND DR
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10 BRIDGE POND DR
AutoCAD SHX Text
5 BRIDGE POND DR (SERVED FROM CONTRACT 8)
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15 BRIDGE POND DR
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25 BRIDGE POND DR
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35 BRIDGE POND DR
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45 BRIDGE POND DR
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CCB
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O
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W
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S
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D
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H
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Y
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GRAVEL ROAD
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BIT. CONC. ROAD
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CCB
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12"(DI)W
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DENSE VEGETATION
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DENSE VEGETATION
AutoCAD SHX Text
4"(PL)G
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DENSE VEGETATION
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GRASS
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DENSE VEGETATION
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DENSE VEGETATION
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LIGHT VEGETATION
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LIGHT VEGETATION
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DENSE VEGETATION
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STONE DRIVE
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STONE DRIVE
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GRAVEL DRIVE
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GRAVEL DRIVE
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STONE DRIVE
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L.A., WITH IRRIGATION
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STONE DRIVE
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GRASS
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UP #242/4
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DENSE VEGETATION
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STONE DRIVE
AutoCAD SHX Text
L.A.
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L.A.
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GRASS
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L.A.
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DENSE VEGETATION
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UP #242/3
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LIGHT VEGETATION
AutoCAD SHX Text
UP #242/2
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GRASS
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UP #242/1
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STONE DRIVE
AutoCAD SHX Text
LANDSCAPED AREA
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STONE DRIVE
AutoCAD SHX Text
GARAGE
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UP #24/5
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D
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H
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Y
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O
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W
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S
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O
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W
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S
AutoCAD SHX Text
O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
AutoCAD SHX Text
O
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W
AutoCAD SHX Text
S
AutoCAD SHX Text
O
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W
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S
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8"(DI)W
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2"(PL)G
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CCB
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O
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W
AutoCAD SHX Text
S
AutoCAD SHX Text
D
AutoCAD SHX Text
H
AutoCAD SHX Text
Y
AutoCAD SHX Text
THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
AutoCAD SHX Text
N
AutoCAD SHX Text
BRIDGE POND DRIVE
AutoCAD SHX Text
BAY VIEW DRIVE
AutoCAD SHX Text
HERRING BROOK ROAD
AutoCAD SHX Text
BRIDGE POND DRIVE
AutoCAD SHX Text
N
AutoCAD SHX Text
WORK PERFORMED UNDER CONTRACT 10
AutoCAD SHX Text
WORK TO BE PERFORMED UNDER CONTRACT 14
AutoCAD SHX Text
WORK TO BE PERFORMED UNDER CONTRACT 14
AutoCAD SHX Text
WORK PERFORMED UNDER CONTRACT 8
AutoCAD SHX Text
REMOVE CAP AND CONNECT TO EXISTING 6"(DI)W WITH SOLID SLEEVE
AutoCAD SHX Text
REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 8" 11.25° DI BEND
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 4).
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 8).
AutoCAD SHX Text
POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
AutoCAD SHX Text
POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
AutoCAD SHX Text
REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
6" GATE VALVE
AutoCAD SHX Text
6" GATE VALVE
AutoCAD SHX Text
8"(DI)W UNDER EXISTING 4" (PL)G (C=4.5')
AutoCAD SHX Text
NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
AutoCAD SHX Text
6" DI WATER MAIN
AutoCAD SHX Text
6" DI WATER MAIN
AutoCAD SHX Text
8" X 6" DI REDUCER
AutoCAD SHX Text
6"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
AutoCAD SHX Text
6"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
AutoCAD SHX Text
NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
AutoCAD SHX Text
8" DI WATER MAIN
COLE ROAD AND PILGRIM'S PATH
1"=40'
JET
KGL
GCS
RJT
C-7
Sheet No.
Draw
ing file: I:\E
astham
.217\P
hase 2 - E
astham
W
ater S
ystem
\217-1504.14 C
ontract 14 P
hase 2B
W
M\01 C
AD
\14 C
ON
TR
AC
T 14 W
AT
ER
D
ES
IG
N - U
pdated (C
1-8 rem
oved).dw
g P
lot D
ate: N
ov 27,2018-10:14am
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
PLAN
SCALE: 1"=40'
PLAN
SCALE: 1"=40'
M
A
T
C
H
L
I
N
E
C
-
7
(
B
O
T
T
O
M
)
MA
TC
H L
IN
EC
-7
(T
OP
)
M
A
T
C
H
L
I
N
E
C
-
8
(
T
O
P
)
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40 CRANBERRY LN
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145 COLE RD
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37 PATRICIAN LN
AutoCAD SHX Text
125 COLE RD
AutoCAD SHX Text
1175 HERRING BROOK RD (SERVED FROM CONTRACT 8)
AutoCAD SHX Text
115 COLE RD
AutoCAD SHX Text
100 COLE RD
AutoCAD SHX Text
D
AutoCAD SHX Text
H
AutoCAD SHX Text
Y
AutoCAD SHX Text
BIT. CONC. ROAD
AutoCAD SHX Text
DENSE VEG.
AutoCAD SHX Text
STONE DRIVE
AutoCAD SHX Text
BIT. CONC. ROAD
AutoCAD SHX Text
TALL GRASS/ LOW BUSHES
AutoCAD SHX Text
TALL GRASS
AutoCAD SHX Text
BIT. CONC. ROAD
AutoCAD SHX Text
TALL GRASS
AutoCAD SHX Text
2"(PL)G
AutoCAD SHX Text
6"(DI)W
AutoCAD SHX Text
8"(DI)W
AutoCAD SHX Text
UP #327/1
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
LIGHT VEGETATION
AutoCAD SHX Text
STONE DRIVE
AutoCAD SHX Text
DENSE VEG.
AutoCAD SHX Text
LIGHT VEG.
AutoCAD SHX Text
DENSE VEG.
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
GRAVEL DRIVE
AutoCAD SHX Text
GARAGE
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
UP #266/6
AutoCAD SHX Text
UP #266/5
AutoCAD SHX Text
SAND DRIVE
AutoCAD SHX Text
GRAVEL DRIVE
AutoCAD SHX Text
PAVERS
AutoCAD SHX Text
UP #266/4
AutoCAD SHX Text
L.A.
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
DENSE VEG.
AutoCAD SHX Text
D
AutoCAD SHX Text
H
AutoCAD SHX Text
Y
AutoCAD SHX Text
O
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
O
AutoCAD SHX Text
W
AutoCAD SHX Text
S
AutoCAD SHX Text
2"(PL)G
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BIT. CONC. ROAD
AutoCAD SHX Text
TRAIL
AutoCAD SHX Text
100 COLE RD
AutoCAD SHX Text
109 COLE RD
AutoCAD SHX Text
50 COLE RD
AutoCAD SHX Text
55 COLE RD
AutoCAD SHX Text
35 COLE RD
AutoCAD SHX Text
1145 HERRING BROOK RD (SERVED FROM CONTRACT 8)
AutoCAD SHX Text
70 PILGRIMS PATH
AutoCAD SHX Text
85 PILGRIMS PATH
AutoCAD SHX Text
85 PILGRIMS PATH AND 75 PILGRIMS PATH
AutoCAD SHX Text
60 PILGRIMS PATH
AutoCAD SHX Text
D
AutoCAD SHX Text
H
AutoCAD SHX Text
Y
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
BIT. CONC. ROAD
AutoCAD SHX Text
BIT. CONC. ROAD
AutoCAD SHX Text
STONE DRIVE
AutoCAD SHX Text
4"(PL)G
AutoCAD SHX Text
12"(DI)W
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
UP #24/77S
AutoCAD SHX Text
UP #24/77
AutoCAD SHX Text
107 COLE RD
AutoCAD SHX Text
TO 105 COLE RD (TO BE SERVED IN CONTRACT 18)
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
BIT. CONC. DRIVE
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
LIGHT VEGETATION
AutoCAD SHX Text
SAND DRIVE
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
L.A.
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L.A.
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
CCB
AutoCAD SHX Text
CCB
AutoCAD SHX Text
BIT. CONC. ROAD
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BIT. CONC. ROAD
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BIT. CONC. DRIVE
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DENSE VEGETATION
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GARAGE
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UP #266/4
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L.A.
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GRASS
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PAVERS
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SEA SHELL DRIVE
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UP #266/3
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GRAVEL DRIVE
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DIRT DRIVE
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DENSE VEGETATION
AutoCAD SHX Text
DENSE VEG.
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L.A.
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STONE DRIVE
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DENSE VEGETATION
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UP #266/2
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LANDSCAPED AREA
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SCATTERED TREES AND GRASS
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DENSE VEGETATION
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L.A.
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L.A.
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L.A.
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GARAGE
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LANDSCAPED AREA
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BIT. CONC. DRIVE
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CONC. DRIVE
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DENSE VEGETATION
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D
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H
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Y
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8"(DI)W
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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O
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W
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O
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W
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O
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W
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0 COLE RD (NO SERVICE)
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70 PILGRIMS PATH
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2"(PL)G
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2"(PL)G
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BIT. CONC. ROAD
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D
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H
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Y
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
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N
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COLE ROAD
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PILGRIM'S PATH
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CRANBERRY LANE
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COLE ROAD
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HERRING BROOK ROAD
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N
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WORK PERFORMED UNDER CONTRACT 10
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK PERFORMED UNDER CONTRACT 8
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INSTALL 1.5" CORPORATION WITH SADDLE AND NEW 1.5" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOP TO BE DETERMINED DURING CONSTRUCTION.
AutoCAD SHX Text
REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 5).
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 7).
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6" GATE VALVE
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6" GATE VALVE
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REMOVE CAP AND CONNECT TO EXISTING 6"(DI)W WITH SOLID SLEEVE.
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REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 8" x 6" DI REDUCER
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6" X 6" DI TEE DI TEE
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6" 22.5° DI BEND
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6" 11.25° DI BEND
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6" 11.25° DI BEND
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6"(DI)W UNDER EXISTING 2"(PL)G (C=4.5')
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6" GATE VALVE
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POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
AutoCAD SHX Text
6" DI WATER MAIN
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REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
6"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
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6" DI WATER MAIN
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6" DI WATER MAIN
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BOWLINE LANE
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NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
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6"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
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POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
AutoCAD SHX Text
6"(DI)W UNDER EXISTING 2"(PL)G (C=4.5')
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6" 11.25° DI BEND
PILGRIM'S PATH AND LAWTON ROAD
1"=40'
JET
KGL
GCS
RJT
C-8
Sheet No.
Draw
ing file: I:\E
astham
.217\P
hase 2 - E
astham
W
ater S
ystem
\217-1504.14 C
ontract 14 P
hase 2B
W
M\01 C
AD
\14 C
ON
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AC
T 14 W
AT
ER
D
ES
IG
N - U
pdated (C
1-8 rem
oved).dw
g P
lot D
ate: N
ov 27,2018-10:20am
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
PLAN
SCALE: 1"=40'
MA
TC
H LIN
E
C-7 (B
OT
TO
M)
MA
TC
H L
IN
EC
-9
PLAN
SCALE: 1"=40'
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65 PILGRIMS PATH
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55 PILGRIMS PATH
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45 PILGRIMS PATH
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35 PILGRIMS PATH
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25 PILGRIMS PATH
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15 PILGRIMS PATH
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5 PILGRIMS PATH (SERVED FROM CONTRACT 10)
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10 PILGRIMS PATH
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20 PILGRIMS PATH
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40 PILGRIMS PATH
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50 PILGRIMS PATH
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60 PILGRIMS PATH
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D
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H
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Y
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O
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W
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S
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O
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W
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S
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LIGHT VEGETATION
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DENSE VEGETATION
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BIT. CONC. ROAD
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SHELL DRIVE
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BIT. CONC. ROAD
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2"(PL)G
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8"(DI)W
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8"(DI)W
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UP 5/50 1/2R
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DENSE VEGETATION
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CCB
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BIT. CONC. ROAD
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BIT. CONC. DRIVE
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DENSE VEGETATION
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GARAGE
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GRASS
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DENSE VEGETATION
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LIGHT VEGETATION
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PINE NEEDLES
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LANDSCAPED AREA
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STONE DRIVE
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GRASS
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LIGHT VEGETATION
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LIGHT VEGETATION
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STONE DRIVE
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GRASS DRIVE
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DENSE VEGETATION
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BIT. CONC. ROAD
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GRASS DRIVE
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DENSE VEGETATION
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LANDSCAPED AREA
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GRASS
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GARAGE
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L.A.
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DENSE VEGETATION
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STONE DRIVE
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CCB
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STONE
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PAV.
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GRASS
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CCB
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DENSE VEGETATION
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L.A.
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L.A.
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PAV.
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GRAVEL DRIVE
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L.A.
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GRASS
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DENSE VEGETATION
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LIGHT VEGETATION
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GRAVEL DRIVE
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LIGHT VEGETATION
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GRAVEL DRIVE
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LIGHT VEGETATION
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DENSE VEGETATION
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STONE DRIVE
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PAVERS
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FLAGPOLE
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LANDSCAPED AREA
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GARAGE
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DIRT DRIVE
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PAVERS
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DENSE VEGETATION
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L.A.
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PAVERS
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GRASS
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STONE DRIVE
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L.A.
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STONE DRIVE
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D
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H
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Y
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D
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H
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Y
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O
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W
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S
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O
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S
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O
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W
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O
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W
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S
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O
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O
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W
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S
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O
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W
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S
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70 PILGRIMS PATH
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O
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W
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S
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2"(PL)G
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2"(PL)G
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895 SAMOSET RD
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275 LAWTON RD (SERVED FROM CONTRACT 8)
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245 LAWTON RD
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250 LAWTON RD
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205 LAWTON RD
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185 LAWTON RD
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190 LAWTON RD
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145 LAWTON RD
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150 LAWTON RD
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CCB
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CCB
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D
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H
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Y
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DENSE VEGETATION
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CCB
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BIT. CONC. ROAD
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2"(PL)G
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BIT. CONC. ROAD
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CCB
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DIRT DRIVE
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DENSE VEGETATION
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BIT. CONC. DRIVE
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UP #5/30
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UP #5/50S
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4"(PL)G
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12"(DI)W
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8"(DI)W
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DRIVE TO 220 LAWTON RD
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DENSE VEGETATION
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LIGHT VEGETATION
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DIRT DRIVE
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LANDSCAPED AREA
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DIRT DRIVE
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DENSE VEGETATION
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STATUES
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DENSE VEG.
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DIRT DRIVE
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BIT. CONC. DRIVE
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LANDSCAPED AREA
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STONE DRIVE
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LANDSCAPED AREA
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DENSE VEGETATION
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SHED
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GRASS
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LANDSCAPED AREA
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GRASS
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GRAVEL
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GRAVEL DRIVE
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L.A.
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DENSE VEGETATION
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GRASS
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L.A.
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STONE DRIVE
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UP #60/7
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L.A.
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GRAVEL DRIVE
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UP #60/6
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LIGHT VEGETATION
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LIGHT VEGETATION
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DENSE VEGETATION
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GRAVEL DRIVE
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GRAVEL DRIVE
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UP #60/5
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GRAVEL DRIVE
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UP #
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SAND DRIVE
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DENSE VEGETATION
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LIGHT VEGETATION
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DENSE VEGETATION
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DENSE VEGETATION
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D
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H
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Y
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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O
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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CCB
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CCB
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D
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H
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Y
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LIGHT VEGETATION
AutoCAD SHX Text
O
AutoCAD SHX Text
W
AutoCAD SHX Text
S
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
AutoCAD SHX Text
N
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PILGRIM'S PATH
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SAMOSET ROAD
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PRISCILLA CIRCLE
AutoCAD SHX Text
SAMOSET ROAD
AutoCAD SHX Text
OLD SAMOSET ROAD
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LAWTON ROAD
AutoCAD SHX Text
N
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK PERFORMED UNDER CONTRACT 10
AutoCAD SHX Text
WORK PERFORMED UNDER CONTRACT 8
AutoCAD SHX Text
WORK TO BE PERFORMED UNDER CONTRACT 14
AutoCAD SHX Text
REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 11.25° DI BEND
AutoCAD SHX Text
6" X 6" DI TEE DI TEE
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
6" GATE VALVE
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6" GATE VALVE
AutoCAD SHX Text
6" GATE VALVE
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6" DI CAP (RESTRAIN ALL JOINTS, VALVE TO CAP)
AutoCAD SHX Text
6" DI WATER MAIN
AutoCAD SHX Text
8"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
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6"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
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NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
AutoCAD SHX Text
SEDIMENTATION CONTROL AT CATCH BASIN (SEE DETAIL SHEET CD-1)(TYP.)
AutoCAD SHX Text
8" DI WATER MAIN
AutoCAD SHX Text
REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 9).
AutoCAD SHX Text
REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
6" DI WATER MAIN
AutoCAD SHX Text
NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
AutoCAD SHX Text
POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 11).
AutoCAD SHX Text
FILTER SOCK SEDIMENTATION CONTROL (SEE DETAIL CD-2)
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6"(DI)W UNDER EXISTING 2"(PL)G (C=4.5')
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REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 8" x 6" DI REDUCER
LAWTON ROAD AND FIFE COURT
1"=40'
JET
KGL
GCS
RJT
C-9
Sheet No.
Draw
ing file: I:\E
astham
.217\P
hase 2 - E
astham
W
ater S
ystem
\217-1504.14 C
ontract 14 P
hase 2B
W
M\01 C
AD
\14 C
ON
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AC
T 14 W
AT
ER
D
ES
IG
N - U
pdated (C
1-8 rem
oved).dw
g P
lot D
ate: N
ov 27,2018-10:24am
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
PLAN
SCALE: 1"=40'
MA
TC
H L
IN
E
C-8
(B
OT
TO
M)
AutoCAD SHX Text
30 HERITAGE HILL CIR
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20 HERITAGE HILL CIR
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25 HERITAGE HILL CIR
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600 HERRING BROOK RD
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10 HERITAGE HILL CIR
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565 HERRING BROOK RD
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10 FIFE CT
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10 FIFE CT
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40 HERITAGE HILL CIR
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20 FIFE CT
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30 FIFE CT
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40 FIFE CT
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105 LAWTON RD
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100 LAWTON RD
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110 LAWTON RD (NO SERVICE)
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120 LAWTON RD
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80 LAWTON RD
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75 LAWTON RD
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45 LAWTON RD
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50 LAWTON RD
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30 LAWTON RD
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480 HERRING BROOK RD (SERVED FROM CONTRACT 8)
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500 HERRING BROOK RD
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CCB
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O
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W
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S
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D
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H
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Y
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DENSE VEGETATION
AutoCAD SHX Text
DENSE VEG.
AutoCAD SHX Text
BIT. CONC. ROAD
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BIT. CONC. ROAD
AutoCAD SHX Text
4"(PL)G
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12"(DI)W
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8"(DI)W
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UP #24/105
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GRAVEL
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L.A.
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STONE DRIVE
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LIGHT VEGETATION
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STONE DRIVE
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UP #
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DENSE VEGETATION
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GRASS
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GRAVEL
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LIGHT VEGETATION
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GRASS
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UP #
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FLAGPOLE
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LANDSCAPED AREA
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FLAGPOLE
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LANDSCAPED AREA
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GRASS
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UP #60 / 3 12
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GRAVEL DRIVE
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STONE DRIVE
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PAV.
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LANDSCAPED AREA
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GRASS
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UP #60/1 12
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GRASS DRIVE
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GARAGE
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GRASS
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UP #60/1
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LIGHT VEGETATION
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GARAGE
AutoCAD SHX Text
BIT. CONC. ROAD
AutoCAD SHX Text
BIT. CONC. ROAD
AutoCAD SHX Text
UP #60/2
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DENSE VEGETATION
AutoCAD SHX Text
WOOD CHIPS
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GRASS
AutoCAD SHX Text
DENSE VEGETATION
AutoCAD SHX Text
GRASS
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L.A.
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GARAGE
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SEA SHELL DRIVE
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CCB
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CCB
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UP #60/3
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E
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DENSE VEGETATION
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GRAVEL DRIVE
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LANDSCAPED AREA
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FLAGPOLE
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GRASS DRIVE
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BIT. CONC. DRIVE
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GRASS
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UP #60/2 12
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GRAVEL DRIVE
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L.A.
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DENSE VEGETATION
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GRASS DRIVE
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D
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H
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Y
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D
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Y
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O
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S
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O
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2"(PL)G
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2"(PL)G
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D1
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D2
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D4
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D5
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D3
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CCB
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O
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D
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Y
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
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N
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LAWTON ROAD
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HERRING BROOK ROAD
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FIFE COURT
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK PERFORMED UNDER CONTRACT 8
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1) (RESTRAIN ALL JOINTS WITHIN 40-FT OF HYDRANT)
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8" GATE VALVE
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6" GATE VALVE
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6" GATE VALVE
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FILTER SOCK SEDIMENTATION CONTROL (SEE DETAIL CD-2)
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6"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
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NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
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6" DI WATER MAIN
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SEDIMENTATION CONTROL AT CATCH BASIN (SEE DETAIL SHEET CD-1)(TYP.)
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INSTALL 1.5" CORPORATION WITH SADDLE AND NEW 1.5" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOP TO BE DETERMINED DURING CONSTRUCTION.
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POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
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6" 22.5° DI BEND
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REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
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INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 12).
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6" X 6" DI TEE DI TEE
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6" DI WATER MAIN
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HYDRANT LATERAL UNDER EXISTING 2"(PL)G (C=4.5')
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6"(DI)W UNDER EXISTING 2"(PL)G (C=4.5')
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C-17 DRAINAGE INVERTS: D1 = INV. UNKNOWN 12" (RC)D D2 = INV. 2.68' 12"(RC)D D3 = INV. UNKNOWN 12" (RC)D D4 = INV. UNKNOWN 12" (RC)D D5 = INV. UNKNOWN 12" (RC)D
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8" DI WATER MAIN
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8" x 6" DI REDUCER
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REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 8" 11.25° DI BEND
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6"(DI)W UNDER EXISTING 12"(RC)D (C=4.5')
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8" x 6" DI REDUCER
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8" DI WATER MAIN
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INSTALL 1.5" CORPORATION WITH SADDLE AND NEW 1.5" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOP TO BE DETERMINED DURING CONSTRUCTION.
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6" 22.5° DI BEND
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6" 22.5°DI BEND
SANDS ROAD
1"=40'
JET
KGL
GCS
RJT
C-10
Sheet No.
Draw
ing file: I:\E
astham
.217\P
hase 2 - E
astham
W
ater S
ystem
\217-1504.14 C
ontract 14 P
hase 2B
W
M\01 C
AD
\14 C
ON
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AC
T 14 W
AT
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D
ES
IG
N - U
pdated (C
1-8 rem
oved).dw
g P
lot D
ate: N
ov 27,2018-10:34am
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
M
A
T
C
H
L
IN
E
C
-1
0
(B
O
T
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M
)
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SCALE: 1"=40'
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1
0
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80 SANDS RD (SERVED FROM CONTRACT 8)
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75 SANDS RD (SERVED FROM CONTRACT 8)
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70 SANDS RD
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55 SANDS RD
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60 SANDS RD
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50 SANDS RD
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50 SANDS RD
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CCB
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O
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D
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H
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Y
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UP #5/42-R
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DENSE VEGETATION
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MULCH
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DENSE VEGETATION
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GRAVEL DRIVE
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DENSE VEGETATION
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BIT. CONC. ROAD
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SAND ROAD
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SHELL DRIVE
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4"(PL)G
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12"(DI)W
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8"(DI)W
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CCB
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BIT.
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BIT.
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UP #91/1
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FLAGPOLE
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GRASS
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DENSE VEG.
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LANDSCAPED AREA
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SAND DRIVE
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DENSE VEGETATION
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SEASHELL DRIVE
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LIGHT VEGETATION
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GRASS
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L.A.
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WOOD CHIPS
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STONE DRIVE
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DENSE VEGETATION
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LANDSCAPED AREA
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UP #91/3
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SHED
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GRASS
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GRASS
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BIT. CONC. DRIVE
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SAND ROAD
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DENSE VEGETATION
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UP #1
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BIT. CONC. DRIVE
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DENSE VEGETATION
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GRASS
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2"(PL)G
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CCB
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835 HERRING BROOK RD
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22 SANDS RD
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45 SANDS RD
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40 SANDS RD
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30 SANDS RD
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35 SANDS RD
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800 HERRING BROOK RD (SERVED FROM CONTRACT 8)
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20 SANDS RD
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780 HERRING BROOK RD (SERVED FROM CONTRACT 8)
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50 SANDS RD
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55 SANDS RD
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W
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O
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D
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Y
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GRAVEL DRIVE
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DENSE VEGETATION
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SAND ROAD
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4"(PL)G
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12"(DI)W
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UP #87-R
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GRASS
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BIT. CONC. DRIVE
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SAND ROAD
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DENSE VEGETATION
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SAND ROAD
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LANDSCAPED AREA
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GRASS
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SHED
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DENSE VEGETATION
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PAV.
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PAV.
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LIGHT VEGETATION
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DENSE VEGETATION
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SHED
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SAND DRIVE
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SHED
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GRASS
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DENSE VEGETATION
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FLAGPOLE
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L.A.
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L.A.
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UP #91/5A
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SAND DRIVE
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DENSE VEGETATION
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DENSE VEGETATION
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DENSE VEGETATION
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8"(DI)W
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2"(PL)G
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
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N
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SANDS ROAD
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SANDS ROAD
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HERRING BROOK ROAD
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SAMOSET ROAD
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N
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WORK PERFORMED UNDER CONTRACT 8
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK PERFORMED UNDER CONTRACT 8
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WORK TO BE PERFORMED UNDER CONTRACT 14
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REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 8" x 6" DI REDUCER
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REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 8" 22.5 DI BEND 8" 22.5° DI BEND
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6" 22.5° DI BEND
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6" 22.5° DI BEND
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6" 45° DI BEND
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
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REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
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6" 11.25° DI BEND
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6" 11.25° DI BEND
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6" 11.25° DI BEND
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
INSTALL 1.5" CORPORATION WITH SADDLE AND NEW 1.5" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOP TO BE DETERMINED DURING CONSTRUCTION.
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REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 4).
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6" DI WATER MAIN
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6" DI WATER MAIN
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POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
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NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
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6"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
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INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 4).
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6"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
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NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
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6" (DI)W UNDER EXISTING 2"(PL)G (C=4.5')
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6"(DI)W UNDER EXISTING 2"(PL)G (C=4.5')
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8" x 6" DI REDUCER
BEACH PLUM LANE
1"=40'
JET
KGL
GCS
RJT
C-11
Sheet No.
Draw
ing file: I:\E
astham
.217\P
hase 2 - E
astham
W
ater S
ystem
\217-1504.14 C
ontract 14 P
hase 2B
W
M\01 C
AD
\14 C
ON
TR
AC
T 14 W
AT
ER
D
ES
IG
N - U
pdated (C
1-8 rem
oved).dw
g P
lot D
ate: N
ov 27,2018-10:42am
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
PLAN
SCALE: 1"=40'
MA
TC
H L
IN
EC
-1
1 (B
OT
TO
M)
PLAN
SCALE: 1"=40'
MA
TC
H L
IN
EC
-1
1 (T
OP
)
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34 CRANBERRY LN (SERVED FROM CONTRACT 10)
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26 BEACH PLUM LN
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31 BEACH PLUM LN (NO SERVICE)
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29 BEACH PLUM LN
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27 BEACH PLUM LN
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25 BEACH PLUM LN
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22 BEACH PLUM LN
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23 BEACH PLUM LN
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21 BEACH PLUM LN
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20 BEACH PLUM LN
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18 BEACH PLUM LN
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19 BEACH PLUM LN
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17 BEACH PLUM LN
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16 BEACH PLUM LN
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TALL GRASS
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DENSE VEG.
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DENSE VEGETATION
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DENSE VEGETATION
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DIRT ROAD
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GRAVEL DRIVE
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SAND ROAD
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TALL GRASS
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SAND DRIVE
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DENSE VEGETATION
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UP #48/6
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STONE DRIVE
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DENSE VEGETATION
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SEA SHELL DRIVE
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GRASS
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GRASS
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SAND DRIVE
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UP #48/5
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L.A.
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DENSE VEGETATION
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DENSE VEGETATION
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DENSE VEG.
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DENSE VEGETATION
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STONE DRIVE
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STONE DRIVE
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SAND DRIVE
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SEA SHELL DRIVE
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SEA SHELL DRIVE
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GRAVEL DRIVE
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PAVERS
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GRAVEL DRIVE
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GRASS
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GRASS
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GRASS
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GRASS
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L.A.
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UP #
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UP #
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D
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Y
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D
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O
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W
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2"(PL)G
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2"(PL)G
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DENSE
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VEGETATION
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W
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15 BEACH PLUM LN
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14 BEACH PLUM LN
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12 BEACH PLUM LN
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13 BEACH PLUM LN
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11 BEACH PLUM LN
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10 BEACH PLUM LN
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6 BEACH PLUM LN
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7 BEACH PLUM LN
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5 BEACH PLUM LN
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4 BEACH PLUM LN
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2 BEACH PLUM LN
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1 BEACH PLUM LN (SERVED FROM CONTRACT 10)
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40 SUNSET LN (SERVED FROM CONTRACT 10)
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3 BEACH PLUM LN (NO SERVICE)
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O
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W
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S
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O
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W
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S
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HEDGES
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STONE DRIVE
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GRASS
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GRASS
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DENSE VEGETATION
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BIT. CONC. ROAD
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2"(PL)G
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8"(DI)W
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8"(DI)W
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DIRT ROAD
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STONE DRIVE
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UP #44/3R
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L.A.
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LANDSCAPED AREA
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GRASS
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GRASS
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UP #48/4
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GRASS
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SAND DRIVE
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SAND DRIVE
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DIRT DRIVE
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UP #48/3
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BIT. CONC. DRIVE
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GARAGE
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DENSE VEGETATION
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DENSE VEG.
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STONE DRIVE
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L.A.
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GRAVEL ROAD
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GRASS
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UP #48/2
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DIRT DRIVE
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GRAVEL DRIVE
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FREIGHT CONTAINER
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GRASS
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UP #48/1
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SAND DRIVE
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SAND DRIVE
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STONE DRIVE
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STONE DRIVE
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DENSE VEGETATION
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DENSE VEGETATION
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LIGHT VEGETATION
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LIGHT VEGETATION
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GRASS
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GRASS
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GRASS
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D
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H
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Y
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O
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W
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S
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S
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O
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W
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S
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O
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W
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S
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O
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S
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O
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
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N
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BEACH PLUM LANE
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BEACH PLUM LANE
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SUNSET LANE
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N
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK PERFORMED UNDER CONTRACT 10
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COBBETT LANE
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REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH SOLID SLEEVE
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1) (RESTRAIN ALL JOINTS WITHIN 40-FT OF HYDRANT)
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8" x 6" DI REDUCER
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REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
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8" 22.5° DI BEND
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8" 22.5° DI BEND
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8" 11.25° DI BEND
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8" X 8" DI TEE DI TEE
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8"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
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8" GATE VALVE
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8" GATE VALVE
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8" DI CAP (RESTRAIN ALL JOINTS, VALVE TO CAP)
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8" DI WATER MAIN
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8" DI WATER MAIN
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INSTALL 1.5" CORPORATION WITH SADDLE AND NEW 1.5" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOP TO BE DETERMINED DURING CONSTRUCTION.
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8"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
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NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
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INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 11).
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 10).
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POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
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8" DI WATER MAIN
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POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
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8"(DI)W UNDER EXISTING 2"(PL)G (C=4.5')
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NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
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INSTALL 1.5" CORPORATION WITH SADDLE AND NEW 1.5" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOP TO BE DETERMINED DURING CONSTRUCTION.
SHERWOOD ROAD AND BAY SHORE LANE
1"=40'
JET
KGL
GCS
RJT
C-12
Sheet No.
Draw
ing file: I:\E
astham
.217\P
hase 2 - E
astham
W
ater S
ystem
\217-1504.14 C
ontract 14 P
hase 2B
W
M\01 C
AD
\14 C
ON
TR
AC
T 14 W
AT
ER
D
ES
IG
N - U
pdated (C
1-8 rem
oved).dw
g P
lot D
ate: N
ov 27,2018-10:47am
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
PLAN
SCALE: 1"=40'
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15 BAY SHORE LN
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10 BAY SHORE LN (SERVED FROM CONTRACT 10)
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20 BAY SHORE LN
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25 SUNSET LN
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30 BAY SHORE LN
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25 BAY SHORE LN
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35 BAY SHORE LN
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45 BAY SHORE LN
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55 BAY SHORE LN (NO SERVICE)
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50 BAY SHORE LN
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10 SHERWOOD RD
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1570 SAMOSET RD
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1540 SAMOSET RD
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12 SHERWOOD RD
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30 SHERWOOD RD
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1600 SAMOSET RD
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40 BAY SHORE LN
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14 SHERWOOD RD
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20 SHERWOOD RD
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18 SHERWOOD RD
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16 SHERWOOD RD
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D
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H
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Y
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D
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H
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Y
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DENSE VEGETATION
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MARSH AREA
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LIGHT VEGETATION
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CCB
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DENSE VEGETATION
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BIT. CONC. ROAD
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DENSE VEGETATION
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BIT. CONC. ROAD
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BIT. CONC. ROAD
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8"(DI)W
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UP 5/54
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2"(PL)G
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8"(DI)W
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CCB
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GRASS
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GRASS
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GRASS
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STONE DRIVE
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SEA SHELL DRIVE
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GRAVEL DRIVE
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GRAVEL DRIVE
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SEA SHELL DRIVE
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GRAVEL DRIVE
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GRAVEL DRIVE
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GARAGE
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GARAGE
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L.A.
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PAVERS
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PAV.
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LANDSCAPED AREA
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L.A.
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DENSE VEG.
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DENSE VEGETATION
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DENSE VEGETATION
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GAR.
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UP #71/ 12
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SEA SHELL DRIVE
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SEA SHELL DRIVE
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BIT. CONC. ROAD
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LANDSCAPED AREA
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UP #
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L.A.
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GRAVEL DRIVE
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GRASS
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LIGHT VEGETATION
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DENSE VEGETATION
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UP #
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BIT. CONC. ROAD
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STONE DRIVE
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GRASS
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GRASS
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DENSE VEGETATION
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L.A.
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CCB
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UP #
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L.A.
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GRASS
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SHED
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L.A.
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GRASS DRIVE
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SHED
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SEA SHELL DRIVE
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DENSE VEGETATION
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UP #5/55
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GRASS
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GRAVEL DRIVE
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DENSE VEGETATION
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GRASS
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L.A.
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L.A.
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GRAVEL DRIVE
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WOOD
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SAND DRIVE
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SHELL
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DENSE VEGETATION
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DENSE VEGETATION
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BIT. CONC. ROAD
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D
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H
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Y
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D
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H
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Y
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8"(DI)W
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O
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O
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S
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D1
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
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N
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SHERWOOD ROAD
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SAMOSET ROAD
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BAY SHORE LANE
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WORK PERFORMED UNDER CONTRACT 10
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK PERFORMED UNDER CONTRACT 10
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WORK TO BE PERFORMED UNDER CONTRACT 14
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8" 11.25° DI BEND
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8" 22.5° DI BEND
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8" 22.5° DI BEND
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8" 22.5° DI BEND
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8" 22.5° DI BEND
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8" 22.5° DI BEND
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8" 45° DI BEND
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8" 22.5° DI BEND
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8" 45° DI BEND
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REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH SOLID SLEEVE
AutoCAD SHX Text
REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH SOLID SLEEVE
AutoCAD SHX Text
INSTALL 2" CORPORATION WITH SADDLE AND NEW 2" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOP TO BE DETERMINED DURING CONSTRUCTION.
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REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
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SEDIMENTATION CONTROL AT CATCH BASIN (SEE DETAIL SHEET CD-1)(TYP.)
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8" x 6" DI REDUCER
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1) (RESTRAIN ALL JOINTS WITHIN 40-FT OF HYDRANT)
AutoCAD SHX Text
POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
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8" DI WATER MAIN
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8" DI WATER MAIN
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 8).
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1) (RESTRAIN ALL JOINTS WITHIN 40-FT OF HYDRANT)
AutoCAD SHX Text
8" x 6" DI REDUCER
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FILTER SOCK SEDIMENTATION CONTROL (SEE DETAIL CD-2)
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NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
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8"(DI)W UNDER EXISTING 2"(PL)G (C=4.5')
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C-20 DRAINAGE INVERT: D1 = INV. 3.80' 12"(CM)D
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8"(DI)W UNDER EXISTING 2"(PL)G (C=4.5')
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8"(DI)W UNDER EXISTING 12"(CM)D (C=5.0')
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INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 5).
AUNT HELENS WAY, UNCLE NATES WAY,
AND HATTIES WAY
1"=40'
JET
KGL
GCS
RJT
C-13
Sheet No.
Draw
ing file: I:\E
astham
.217\P
hase 2 - E
astham
W
ater S
ystem
\217-1504.14 C
ontract 14 P
hase 2B
W
M\01 C
AD
\14 C
ON
TR
AC
T 14 W
AT
ER
D
ES
IG
N - U
pdated (C
1-8 rem
oved).dw
g P
lot D
ate: N
ov 27,2018-10:52am
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
PLAN
SCALE: 1"=40'
PLAN
SCALE: 1"=40'
M
A
T
C
H
L
I
N
E
C
-
1
3
(
B
O
T
T
O
M
)
M
A
T
C
H
L
I
N
E
C
-
1
4
(
B
O
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T
O
M
)
MA
TC
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E
C-13 (T
OP
)
M
A
T
C
H
L
IN
E
C
-1
4
(T
O
P
)
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25 AUNT HELENS WAY (SERVED FROM CONTRACT 8)
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35 AUNT HELENS WAY
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55 AUNT HELENS WAY
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90 AUNT HELENS WAY
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95 AUNT HELENS WAY
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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D
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H
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Y
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DENSE VEG.
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BIT. CONC. ROAD
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BIT. CONC. DRIVE
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8"(DI)W
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UP #18
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8"(DI)W
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100 AUNT HELENS WAY
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90 AUNT HELENS WAY
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DENSE VEGETATION
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SAND ROAD
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LIGHT VEGETATION
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BIT. CONC. ROAD
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LIGHT VEGETATION
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DENSE VEGETATION
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SHED
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BIT. CONC. DRIVE
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DIRT DRIVE
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GARAGE
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DENSE VEGETATION
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DENSE VEGETATION
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GRASS
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SAND DRIVE
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UP #255/1
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DENSE VEGETATION
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LIGHT VEGETATION
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GRAVEL DRIVE
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UP #255/2
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GRAVEL DRIVE
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BASKETBALL HOOP
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DENSE VEGETATION
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GRASS DRIVE
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BIT. CONC. ROAD
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DENSE VEG.
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UP #255/3
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UP #255/4
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DENSE VEGETATION
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UP #261/1
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UP #6/17
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D
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H
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Y
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8"(DI)W
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8"(DI)W
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O
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W
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S
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O
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O
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W
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S
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O
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W
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S
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600 GOVERNOR PRENCE ROAD (SERVED FROM CONTRACT 8)
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2"(PL)G
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2"(PL)G
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2"PL(G)
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O
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W
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S
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O
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W
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S
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O
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S
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O
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S
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D
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H
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Y
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100 AUNT HELENS WAY
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135 AUNT HELENS WAY
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155 AUNT HELENS WAY
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185 AUNT HELENS WAY
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30 HATTIES WAY
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190 AUNT HELENS WAY
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200 AUNT HELENS WAY
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225 AUNT HELENS WAY
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235 AUNT HELENS WAY
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245 AUNT HELENS WAY
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795 HAY RD (SERVED FROM CONTRACT 8)
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755 HAY RD (SERVED FROM CONTRACT 8)
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30 HATTIES WAY
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DIRT DRIVE
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DENSE VEGETATION
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SAND ROAD
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LIGHT VEGETATION
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LANDSCAPED AREA
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GRAVEL DRIVE
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DENSE VEGETATION
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SCATTERED TREES AND GRASS
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GRAVEL DRIVE
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DENSE VEGETATION
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STONE DRIVE
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MOSS
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PAV.
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DENSE VEGETATION
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SAND DRIVE
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BIT. CONC. ROAD
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DENSE VEGETATION
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LIGHT VEGETATION
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GRAVEL DRIVE
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UP #255/5
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GRAVEL DRIVE
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UP #6
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STONE DRIVE
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LANDSCAPED AREA
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LANDSCAPED AREA
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UP #255/7
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GRAVEL DRIVE
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DENSE VEGETATION
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LIGHT VEGETATION
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UP #8
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SAND DRIVE
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LIGHT VEGETATION
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DENSE VEGETATION
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GRASS
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LIGHT VEGETATION
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SAND DRIVE
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UP #9
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STONE PATH
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UP #287/1
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STONE PATH
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D
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H
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Y
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D
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H
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Y
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O
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W
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S
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O
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S
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O
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S
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O
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S
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O
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S
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O
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O
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O
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S
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2"(PL)G
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
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N
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AUNT HELENS WAY
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HATTIES WAY
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GOVERNOR PRENCE ROAD
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UNCLE NATES WAY
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AUNT HELENS WAY
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N
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK PERFORMED UNDER CONTRACT 8
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8"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1) (RESTRAIN ALL JOINTS WITHIN 40-FT OF HYDRANT)
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8" x 6" DI REDUCER
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8" 45° DI BEND
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8" 45° DI BEND
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6" 45° DI BEND
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6" 22.5° DI BEND
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8" 22.5° DI BEND
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6" 22.5° DI BEND
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6" GATE VALVE
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6" GATE VALVE
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8" X 6" DI TEE DI TEE
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8" X 6" DI TEE DI TEE
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8"(DI)W UNDER EXISTING 2"PL(G) (C=4.5')
AutoCAD SHX Text
REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH SOLID SLEEVE
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 4).
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 10).
AutoCAD SHX Text
POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
AutoCAD SHX Text
8" DI WATER MAIN
AutoCAD SHX Text
FILTER SOCK SEDIMENTATION CONTROL (SEE DETAIL CD-2)
AutoCAD SHX Text
NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
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NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
AutoCAD SHX Text
8" DI WATER MAIN
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6" DI WATER MAIN
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6" DI WATER MAIN
AutoCAD SHX Text
REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
AutoCAD SHX Text
REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOP TO BE DETERMINED DURING CONSTRUCTION.
AutoCAD SHX Text
CONTRACTOR SHALL PERFORM TEST PIT TO VERIFY EXISTENCE OF CULVERT
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8" GATE VALVE
UNCLE NATES WAY AND HATTIES WAY
1"=40'
JET
KGL
GCS
RJT
C-14
Sheet No.
Draw
ing file: I:\E
astham
.217\P
hase 2 - E
astham
W
ater S
ystem
\217-1504.14 C
ontract 14 P
hase 2B
W
M\01 C
AD
\14 C
ON
TR
AC
T 14 W
AT
ER
D
ES
IG
N - U
pdated (C
1-8 rem
oved).dw
g P
lot D
ate: N
ov 27,2018-10:58am
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
PLAN
SCALE: 1"=40'
PLAN
SCALE: 1"=40'
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90 AUNT HELENS WAY
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40 UNCLE NATES WAY
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30 UNCLE NATES WAY
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20 UNCLE NATES WAY
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10 UNCLE NATES WAY (SERVED FROM CONTRACT 8)
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555 HAY RD (SERVED FROM CONTRACT 8)
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600 GOVERNOR PRENCE ROAD (SERVED FROM CONTRACT 8)
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O
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W
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S
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O
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W
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S
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D
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H
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Y
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DENSE VEGETATION
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SAND ROAD
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SAND ROAD
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90 AUNT HELENS WAY
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DENSE VEGETATION
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DENSE VEGETATION
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UP #261/1
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SAND DRIVE
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DENSE VEGETATION
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UP #2
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SAND ROAD
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LIGHT VEGETATION
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GRAVEL DRIVE
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LIGHT VEGETATION
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UP #3
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DENSE VEGETATION
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LANDSCAPED AREA
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LANDSCAPED AREA
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GRASS
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LANDSCAPED AREA
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SEA SHELL DRIVE
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UP #261/4
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LIGHT VEGETATION
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D
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H
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Y
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8"(DI)W
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O
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W
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S
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O
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W
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S
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O
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W
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S
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600 GOVERNOR PRENCE ROAD (SERVED FROM CONTRACT 8)
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O
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W
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S
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O
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W
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S
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D
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H
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Y
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30 HATTIES WAY
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30 HATTIES WAY
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20 HATTIES WAY
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695 HAY RD (SERVED FROM CONTRACT 8)
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655 HAY RD (SERVED FROM CONTRACT 8)
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15 HATTIES WAY
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25 HATTIES WAY
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O
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W
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S
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O
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W
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S
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LIGHT VEGETATION
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GRAVEL DRIVE
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SAND ROAD
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8"(DI)W
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UP #284/5
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GRAVEL DRIVE
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LIGHT VEGETATION
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LANDSCAPED AREA
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UP #287/1
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DENSE VEGETATION
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LIGHT VEGETATION
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DENSE VEGETATION
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L.A.
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LIGHT VEGETATION
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UP #287/3
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DENSE VEGETATION
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DENSE VEGETATION
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STONE PATH
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STONE PATH
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STONE PATH
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D
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H
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Y
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8"(DI)W
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W
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S
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O
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W
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S
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O
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O
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O
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W
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S
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
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N
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UNCLE NATES WAY
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HAY ROAD
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HAY ROAD
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HATTIES WAY
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N
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK PERFORMED UNDER CONTRACT 8
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK PERFORMED UNDER CONTRACT 8
AutoCAD SHX Text
POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
AutoCAD SHX Text
REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 8" x 6" DI REDUCER
AutoCAD SHX Text
FILTER SOCK SEDIMENTATION CONTROL (SEE DETAIL CD-2)
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 3).
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
8" DI WATER MAIN
AutoCAD SHX Text
6" 11.25° DI BEND
AutoCAD SHX Text
6" 11.25° DI BEND
AutoCAD SHX Text
6" 11.25° DI BEND
AutoCAD SHX Text
6" 11.25° DI BEND
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
6" DI WATER MAIN
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 3).
AutoCAD SHX Text
POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
AutoCAD SHX Text
REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 8" 11.25° DI BEND
AutoCAD SHX Text
8" x 6" DI REDUCER
GINGERPLUM LANE AND GRANDFATHERS WAY
1"=40'
JET
KGL
GCS
RJT
C-15
Sheet No.
Draw
ing file: I:\E
astham
.217\P
hase 2 - E
astham
W
ater S
ystem
\217-1504.14 C
ontract 14 P
hase 2B
W
M\01 C
AD
\14 C
ON
TR
AC
T 14 W
AT
ER
D
ES
IG
N - U
pdated (C
1-8 rem
oved).dw
g P
lot D
ate: N
ov 27,2018-11:03am
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
PLAN
SCALE: 1"=40'
PLAN
SCALE: 1"=40'
M
A
T
C
H
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IN
E
C
-
1
6
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)
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MA
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C-15 (T
OP
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180 GINGERPLUM LN (SERVED FROM CONTRACT 8)
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175 GINGERPLUM LN (SERVED FROM CONTRACT 8)
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165 GINGERPLUM LN
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170 GINGERPLUM LN
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65 GRANDFATHERS WAY
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70 GINGERPLUM LN (UNDER CONSTRUCTION)
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125 GINGERPLUM LN
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135 GINGERPLUM LN
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95 GINGERPLUM LN
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75 GINGERPLUM LN
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65 GRANDFATHERS WAY
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O
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Y
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DENSE VEG.
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BIT. CONC. ROAD
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LIGHT VEGETATION
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GRAVEL ROAD
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BIT. CONC. ROAD
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DENSE VEGETATION
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8"(DI)W
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UP #6/17
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UP #6/17A
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DIRT DRIVE
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GARAGE
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BIT. CONC. DRIVE
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L.A.
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GRASS
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LIGHT VEGETATION
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UP #402/1
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PINE NEEDLES
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DIRT DRIVE
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LIGHT VEGETATION
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GRASS DRIVE
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UP #2
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DENSE VEG.
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GRAVEL DRIVE
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TALL GRASS
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LIGHT VEGETATION
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LIGHT VEGETATION
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GRAVEL DRIVE
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LIGHT VEGETATION
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GRASS
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GRAVEL ROAD
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GRAVEL DRIVE
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DENSE VEGETATION
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UP #3
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DIRT DRIVE
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GRASS
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LIGHT VEGETATION
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L.A.
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UP #402/4
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STONE DRIVE
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LANDSCAPED AREA
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UP #402/5
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DENSE VEGETATION
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GRASS
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GRAVEL DRIVE
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L.A.
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GRAVEL ROAD
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DENSE VEGETATION
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DENSE VEGETATION
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DENSE VEGETATION
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LIGHT VEGETATION
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D
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H
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Y
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D
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H
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Y
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8"(DI)W
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8"(DI)W
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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O
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O
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O
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S
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#170 GINGERPLUM LN
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2"(PL)G
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2"(PL)G
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O
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W
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S
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O
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W
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S
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D
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H
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Y
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D
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Y
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O
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O
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S
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60 GINGERPLUM LN
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65 GINGERPLUM LN
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55 GINGERPLUM LN
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50 GINGERPLUM LN
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45 GINGERPLUM LN
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40 GINGERPLUM LN
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35 GINGERPLUM LN
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30 GINGERPLUM LN
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25 GINGERPLUM LN
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365 HAY RD (SERVED FROM CONTRACT 9)
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415 HAY RD
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STONE DRIVE
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DENSE VEGETATION
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STONE DRIVE
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GRAVEL ROAD
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GRASS
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L.A.
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2"(PL)G
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UP 172/5
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UP 172/5S
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UP 172/6
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BIT. CONC. ROAD
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2"(PL)G
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8"(DI)W
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DENSE VEGETATION
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STONE DRIVE
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L.A.
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SCATTERED TREES AND GRASS
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SCATTERED TREES AND GRASS
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SEA SHELL DRIVE
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L.A.
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STONE DRIVE
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DENSE VEGETATION
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LANDSCAPED AREA
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DENSE VEGETATION
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STONE DRIVE
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GARDEN
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GRASS
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LANDSCAPED AREA
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GRAVEL DRIVE
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GRAVEL DRIVE
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DENSE VEGETATION
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DENSE VEGETATION
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STONE DRIVE
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DENSE VEGETATION
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DENSE VEGETATION
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GRAVEL DRIVE
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GARAGE
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LANDSCAPED AREA
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GRASS
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DENSE VEGETATION
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LANDSCAPED AREA
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STONE DRIVE
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L.A.
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DENSE VEGETATION
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LANDSCAPED AREA
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GRAVEL DRIVE
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GARAGE
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GRASS
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DENSE VEGETATION
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STONE DRIVE
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LANDSCAPED AREA
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PINE NEEDLES
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D
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H
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Y
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D
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H
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Y
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8"(DI)W
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O
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W
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S
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O
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W
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S
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O
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O
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S
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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GRAVEL ROAD
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O
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W
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S
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
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N
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GINGERPLUM LANE
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GOVERNOR PRENCE ROAD
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GRANDFATHERS WAY
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GINGERPLUM LANE
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HAY ROAD
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N
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WORK PERFORMED UNDER CONTRACT 8
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK PERFORMED UNDER CONTRACT 9
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REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 8" 11.25° DI BEND
AutoCAD SHX Text
6" GATE VALVE
AutoCAD SHX Text
6" GATE VALVE
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
AutoCAD SHX Text
6" X 6" DI TEE DI TEE
AutoCAD SHX Text
INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 8).
AutoCAD SHX Text
6" 45° DI BEND
AutoCAD SHX Text
6" 11.25° DI BEND
AutoCAD SHX Text
REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
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6"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
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6"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
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NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
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NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
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INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 9).
AutoCAD SHX Text
REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
AutoCAD SHX Text
6" DI WATER MAIN
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POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
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6" DI WATER MAIN
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6" DI WATER MAIN
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HYDRANT LATERAL UNDER EXISTING 2"(PL)G (C=4.5')
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HYDRANT LATERAL UNDER EXISTING 2"(PL)G (C=4.5')
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6"(DI)W UNDER EXISTING 2"(PL)G (C=4.5')
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6" 11.25° DI BEND
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FILTER SOCK SEDIMENTATION CONTROL (SEE DETAIL CD-2)
AutoCAD SHX Text
8" x 6" DI REDUCER
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REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 8" 11.25° DI BEND
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8" DI WATER MAIN
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8" 11.25° DI BEND
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8" x 6" DI REDUCER
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GINGERPLUM LANE
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6" GATE VALVE
GRANDFATHERS WAY AND AERIE'S AVENUE
1"=40'
JET
KGL
GCS
RJT
C-16
Sheet No.
Draw
ing file: I:\E
astham
.217\P
hase 2 - E
astham
W
ater S
ystem
\217-1504.14 C
ontract 14 P
hase 2B
W
M\01 C
AD
\14 C
ON
TR
AC
T 14 W
AT
ER
D
ES
IG
N - U
pdated (C
1-8 rem
oved).dw
g P
lot D
ate: N
ov 27,2018-11:12am
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
PLAN
SCALE: 1"=40'
PLAN
SCALE: 1"=40'
MA
TC
H LIN
EC
-15 (T
OP
)
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DRIVE
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TO
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30
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AERIES
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AVE
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15 AERIES AVE (SERVED FROM CONTRACT 6)
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25 AERIES AVE
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45 AERIES AVE
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60 AERIES AVE
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50 AERIES AVE
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40 AERIES AVE
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10 AERIES AVE
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20 AERIES AVE
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L.S. AREA
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STONE DRIVE
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GRASS
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GRASS
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DENSE VEGETATION
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GARAGE
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STONE DRIVE
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GRASS
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BIT. CONC. DRIVE
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DENSE VEGETATION
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GRASS
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BIT. CONC. DRIVE
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STONE DRIVE
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PAV.
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GRASS
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L.S. AREA
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CCB
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GRASS
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STONE DRIVE
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GARAGE
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L.S. AREA
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STONE DRIVE
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BIT. CONC.
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DRIVE
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DENSE VEGETATION
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GRASS
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SHED
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GRASS
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D.V.
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BIT. CONC. DRIVE
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STONE DRIVE
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STONE DRIVE
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O
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W
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S
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O
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W
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S
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O
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O
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O
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S
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O
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W
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S
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O
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S
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D
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H
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Y
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O
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W
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S
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UP986-R
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DENSE VEGETATION
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DENSE VEGETATION
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12"(RC)D
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D
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H
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Y
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8"(DI)W
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LANDSCAPED AREA
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LANDSCAPED AREA
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LANDSCAPED AREA
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D
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H
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Y
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O
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W
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S
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O
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W
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S
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O
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W
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S
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65 GRANDFATHERS WAY
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465 HAY RD (SERVED FROM CONTRACT 9)
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495 HAY RD
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25 GRANDFATHERS WAY
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20 GRANDFATHERS WAY
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45 GRANDFATHERS WAY
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40 GRANDFATHERS WAY
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50 GRANDFATHERS WAY
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55 GRANDFATHERS WAY
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65 GRANDFATHERS WAY
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GRAVEL ROAD
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BIT. DRIVE
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LIGHT VEGETATION
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BIT. CONC. ROAD
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2"(PL)G
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2"(PL)G
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LIGHT VEG.
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UP 172/2R
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40 GINGERPLUM LN
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DENSE VEGETATION
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STONE DRIVE
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STONE DRIVE
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GRASS
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GARAGE
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LIGHT VEGETATION
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GRASS
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SCATTERED TREES AND GRASS
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DENSE VEGETATION
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DENSE VEGETATION
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LIGHT VEGETATION
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UP #4
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GRASS
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GRAVEL DRIVE
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GRASS
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DENSE VEGETATION
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GRAVEL ROAD
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GRAVEL DRIVE
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DENSE VEGETATION
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UP #3
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LIGHT VEGETATION
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GRASS
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L.A.
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GRAVEL DRIVE
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DENSE VEGETATION
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GRASS
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GAZEBO
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GRASS
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SHED
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DENSE VEGETATION
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UP #2
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SAND DRIVE
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GARAGE
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L.A.
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GRASS
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LIGHT VEGETATION
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UP #365/1
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LIGHT VEGETATION
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GRAVEL DRIVE
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D
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H
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Y
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6"(DI)W
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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#170 GINGERPLUM LN
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O
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W
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S
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O
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W
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S
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AERIE'S AVENUE
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ROUTE 6
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
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N
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N
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GRANDFATHERS WAY
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HAY ROAD
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK PERFORMED UNDER CONTRACT 9
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REMOVE CAP AND CONNECT TO EXISTING 6"(DI)W WITH SOLID SLEEVE
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6" 22.5° DI BEND
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INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 6"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 8).
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
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6" DI WATER MAIN
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REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
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POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
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NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
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6"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
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8" DI WATER MAIN
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8" 45° DI BEND
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8" 22.5° DI BEND
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8" 11.25° DI BEND
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REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH SOLID SLEEVE
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HYDRANT LATERAL UNDER EXISTING 2"(PL)G (C=4.5')
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8" x 6" DI REDUCER
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REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1) (RESTRAIN ALL JOINTS WITHIN 40-FT OF HYDRANT)
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8"(DI)W UNDER EXISTING GAS SERVICE (TYP.)
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NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
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SEDIMENTATION CONTROL AT CATCH BASIN (SEE DETAIL SHEET CD-1)(TYP.)
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INSTALL 1.5" CORPORATION WITH SADDLE AND NEW 1.5" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION.
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WORK PERFORMED UNDER CONTRACT 6
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WORK TO BE PERFORMED UNDER CONTRACT 14
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INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 5).
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POLYETHYLENE WRAP (V-BIO) ALL WATER MAINS, HYDRANT LATERALS AND BARRELS, FITTINGS, AND VALVES (MIN. 8 MIL THICKNESS)
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INSTALL 1.5" CORPORATION WITH SADDLE AND NEW 1.5" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION.
BAYSIDE DRIVE AND BAYSIDE COURT
1"=40'
JET
KGL
GCS
RJT
C-17
Sheet No.
Draw
ing file: I:\E
astham
.217\P
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astham
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ystem
\217-1504.14 C
ontract 14 P
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M\01 C
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IG
N - U
pdated (C
1-8 rem
oved).dw
g P
lot D
ate: N
ov 27,2018-11:18am
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
PLAN
SCALE: 1"=40'
PLAN
SCALE: 1"=40'
MA
TC
H LIN
E
MA
TC
H LIN
EC
-17 (B
OT
TO
M)
C-17 (T
OP
)
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140 BAYSIDE DR
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160 BAYSIDE DR
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210 BAYSIDE DR
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225 BAYSIDE DR
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215 BAYSIDE DR
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10 BAYSIDE CT
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155 BAYSIDE DR
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135 BAYSIDE DR
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95 BAYSIDE DR
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100 BAYSIDE DR
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120 BAYSIDE DR
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180 BAYSIDE DR
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220 BAYSIDE DR
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DENSE VEGETATION
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DENSE VEG.
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DENSE VEG.
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LIGHT VEGETATION
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LIGHT VEGETATION
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UP246/2
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UP246/3
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UP4
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UP246/5
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UP5B
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UP5B(2)
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BLUE STONE ROAD
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BIT. CONC. ROAD
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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BIT. CONC. DRIVE
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BIT. CONC. DRIVE
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BIT. CONC. DRIVE
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SHELL DRIVE
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BIT. CONC. DRIVE
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SHELL DRIVE
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GRAVEL DRIVE
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DIRT DRIVE
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GRASS DRIVE
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STONE DRIVE
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GRAVEL/DIRT DRIVE
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GARAGE
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BRICK
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BRICK
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BIT. CONC. DRIVE
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BIT. CONC. DRIVE
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DENSE VEG.
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DENSE VEG.
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LIGHT VEG.
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LANDSCAPED AREA
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FLAGPOLE
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L.A.
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L.A.
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GRAVEL DRIVE
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LIGHT VEG.
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L.A.
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L.A.
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D
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H
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Y
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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W
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S
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O
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O
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S
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W
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S
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O
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W
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S
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O
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W
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S
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D
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#4850 STATE HWY (N/F SAINT AUBIN NURSERIES)
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GRASS
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LA
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GRASS AND TREES
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12"(RC)D
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#4890 STATE HWY
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D
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H
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Y
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O
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W
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S
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O
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W
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S
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#30 THREE ACRES RD
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30 THREE ACRES RD U:
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90 BAYSIDE DR
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100 BAYSIDE DR
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95 BAYSIDE DR
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UP1085 12
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UP127/1
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UP127/1 12
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UP
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DENSE VEGETATION
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DENSE VEGETATION
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DENSE VEGETATION
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UP246/1
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BIT. CONC. ROAD
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GRASS
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GRASS
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GRASS
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SHELL DRIVE
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GRAVEL DRIVE
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SAND DRIVE
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DENSE VEG.
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DENSE VEG.
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BRICK
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GARAGE
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L.A.
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L.A.
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GRAVEL DRIVE
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LIGHT VEG.
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POOL
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L.A.
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O
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W
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S
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O
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W
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S
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D
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H
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Y
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O
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W
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S
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4885 STATE HWY (SERVED FROM CONTRACT 5)
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30 THREE ACRES RD (SERVED FROM CONTRACT 5)
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60 THREE ACRES RD (SERVED FROM CONTRACT 22)
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8"(DI)W
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2"(PL)G
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BLUE STONE ROAD
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
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N
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BAYSIDE DRIVE
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BAYSIDE DRIVE
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N
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SEDIMENTATION CONTROL AT CATCH BASIN (SEE DETAIL SHEET CD-1)(TYP.)
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REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
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REMOVE CAP AND CONNECT TO EXISTING 8"(DI)W WITH 8" 22.5 DI BEND 8" 22.5° DI BEND
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8" 11.25° DI BEND
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8" 11.25° DI BEND
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8" 11.25° DI BEND
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8" 22.5° DI BEND
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8" 11.25° DI BEND
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8" DI WATER MAIN
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INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 3).
AutoCAD SHX Text
FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1)
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REMOVE AND REPLACE MAILBOXES, STREET SIGNS, ETC. AS NECESSARY TO FACILITATE CONSTRUCTION (TYP.)
AutoCAD SHX Text
NEW WATER SERVICE UNDER EXISTING GAS (TYP.)
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8" DI WATER MAIN
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INSTALL 1" CORPORATION AND NEW 1" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION (TYP. OF 7).
AutoCAD SHX Text
INSTALL 1.5" CORPORATION WITH SADDLE AND NEW 1.5" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOP TO BE DETERMINED DURING CONSTRUCTION.
AutoCAD SHX Text
8" 11.25° DI BEND
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8" 22.5° DI BEND
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FIRE HYDRANT ASSEMBLY (SEE DETAIL SHEET CD-1) (RESTRAIN ALL JOINTS WITHIN 40-FT OF HYDRANT)
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8" x 6" DI REDUCER
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BAYSIDE COURT
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WORK TO BE PERFORMED UNDER CONTRACT 14
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WORK PERFORMED UNDER CONTRACT 5
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8" 22.5° DI BEND
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8" 22.5° DI BEND
AutoCAD SHX Text
INSTALL 1.5" CORPORATION WITH SADDLE AND NEW 1.5" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOP TO BE DETERMINED DURING CONSTRUCTION.
AutoCAD SHX Text
INSTALL 1.5" CORPORATION WITH SADDLE AND NEW 1.5" PE WATER SERVICE FROM NEW 8"(DI)W TO LOCATION OF PROPOSED CURB STOP. EXACT LOCATION OF CURB STOPS TO BE DETERMINED DURING CONSTRUCTION.
SCALE: N.T.S.
CONCRETE THRUST BLOCK DETAIL AT BEND
SCALE: N.T.S.
CONCRETE THRUST BLOCK DETAIL
AT TEE / PLUG
SCALE: N.T.S.
GATE VALVE AND VALVE BOX DETAIL
SCALE: N.T.S.
FIRE HYDRANT ASSEMBLY DETAIL
SCALE: N.T.S.
SEDIMENTATION CONTROL
AT CATCH BASINS SILT SACKS
SCALE: N.T.S.
TYPICAL SERVICE CONNECTION
DUCTILE IRON WATER MAINS
1"=40'
JET
KGL
GCS
RJT
CD-1
Sheet No.
Draw
ing file: I:\E
astham
.217\P
hase 2 - E
astham
W
ater S
ystem
\217-1504.14 C
ontract 14 P
hase 2B
W
M\01 C
AD
\14 C
ON
TR
AC
T 14 W
AT
ER
D
ES
IG
N G
EN
ER
AL N
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A
ND
D
ET
AILS
- U
pdated (C
1-8 rem
oved).dw
g P
lot D
ate: D
ec 02,2018-9:42am
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
AS NOTED
CONSTRUCTION DETAILS I
AutoCAD SHX Text
4'-6" MIN.
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NOTES: 1. ALL JOINTS SHALL BE COMPRESSION TYPE. ALL JOINTS SHALL BE COMPRESSION TYPE. 2. POLYETHYLENE TUBING SHALL BE BACKFILLED WITH SAND BY HAND TO 1-FOOT POLYETHYLENE TUBING SHALL BE BACKFILLED WITH SAND BY HAND TO 1-FOOT ABOVE TUBING. 3. CORPORATION STOPS LARGER THAN ONE INCH SHALL HAVE A SADDLE. CORPORATION STOPS LARGER THAN ONE INCH SHALL HAVE A SADDLE. 4. WATER SERVICES SHALL BE INSULATED IN AREAS WHERE CONNECTION TO EXISTING WATER SERVICES SHALL BE INSULATED IN AREAS WHERE CONNECTION TO EXISTING WATER SERVICE IS LESS THAN 4 FEET. 5. ALL WATER SERVICE PLUMBING MATERIALS SHALL BE "LEAD FREE" IN ACCORDANCE WITH ALL WATER SERVICE PLUMBING MATERIALS SHALL BE "LEAD FREE" IN ACCORDANCE WITH SECTION 1417 OF THE SAFE DRINKING WATER ACT AND SECTION 9 OF NSF STANDARD 61.AND SECTION 9 OF NSF STANDARD 61.STANDARD 61.
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12
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11 1/4%%d BEND
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D (in.)
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X (in.)
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T (in.)
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Y (in.)
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DIMENSION
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D/2
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%%UPLAN
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%%USECTION A-A
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TABLE OF DIMENSIONS
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45%%d BEND
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35
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20
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11
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20
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4
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35
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14
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24
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11
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16
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32
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50
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90%%d BEND
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8
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6
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56
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10
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16
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24
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4
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11
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35
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19
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22
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40
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72
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12
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80
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14
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16
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11
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14
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19
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24
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6
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35
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8
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D/4
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D/4
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D
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22 1/2%%d BEND
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60
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14
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22
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33
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19
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27
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51
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10
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45
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11
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13
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11
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13
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28
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4
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28
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6
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37
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19
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19
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16
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16
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13
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13
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32
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10
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30
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8
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22
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22
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11
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8
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42
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14
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4
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12
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Y/2
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Y/2
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T
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A
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X
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A
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D
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13
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9
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11
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8
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M
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%%USECTION B-B
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D (in)
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J (in)
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L (in)
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K (in)
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M (in)
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TABLE OF DIMENSIONS
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8
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20
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7
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14
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11
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6
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4
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16
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6
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6
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29
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24
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16
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19
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34
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22
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26
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9
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10
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32
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10
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36
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12
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12
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14
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K/2
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L/2
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L/2
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D/4
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D/2
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D
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M
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D/4
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D/4
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%%UPLAN
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J
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K/2
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B
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J
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D
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L/2
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K/2
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K/2
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B
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16
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16
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16
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16
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16
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61
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39
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64
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22
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39
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71
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142
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39
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59
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107
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39
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39
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74
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39
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28
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59
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WATER
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M.J. ENDS
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4'-6" MIN.
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VARIES
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18"-24" MIN.
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CLEARANCE
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M
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U
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R
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E
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L
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E
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L
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NOTES: 1. ALL HYDRANT, VALVE AND TEE JOINTS TO BE RESTRAINED MECHANICAL ALL HYDRANT, VALVE AND TEE JOINTS TO BE RESTRAINED MECHANICAL JOINTS. 2. DEPTH OF HYDRANT BURY SHALL SUIT INSTALLED DEPTH OF COVER DEPTH OF HYDRANT BURY SHALL SUIT INSTALLED DEPTH OF COVER OVER WATER MAIN. INSTALL RISERS AS NECESSARY AT NO ADDITIONAL COST TO THE OWNER. 3. ANY HYDRANT WHICH IS NOT IN SERVICE SHALL BE COVERED WITH A ANY HYDRANT WHICH IS NOT IN SERVICE SHALL BE COVERED WITH A SECURELY FASTENED BURLAP BAG (OR OTHER ENGINEER APPROVED MATERIAL) OR TAGGED WITH EASTHAM FIRE DEPARTMENT APPROVED "OUT OF SERVICE RING."
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HYDRANT, PAINTED IN ACCORDANCE WITH TOWN STANDARDS
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REINFORCED FIBERGLASS REFLECTIVE HYDRANT MARKER WITH HEAVY DUTY SPRING
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HYDRANT BURY LINE
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PROPERTY LINE
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FINISHED GRADE
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NOTES: 1. ALL CONCRETE SHALL BE 3000 PSI @ 28 DAYS (CLASS 'A' CONCRETE). 2. DIMENSIONS SHOWN ARE MINIMUM AND ARE BASED UPON SOIL BEARING CAPACITY OF 1500 PSF AND TOTAL PRESSURE OF 250 PSI. TOTAL PRESSURE IS PIPELINE TEST PRESSURE PLUS SURGE PRESSURE. 3. THRUST BLOCKS SHALL BEAR AGAINST UNDISTURBED EARTH. 4. ALL VALVES, BENDS, PLUGS, CAPS, AND HYDRANTS SHALL BE RESTRAINED WITH "MEGA-LUGS" (OR APPROVED EQUAL) MECHANICAL RESTRAINTS. CONCRETE THRUST BLOCKS SHALL BE USED AS DIRECTED BY THE ENGINEER.
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CORPORATION STOP
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1/2" CRUSHED STONE (TYP.)
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THRUST BLOCK
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6" DI PIPE
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1/2" CRUSHED STONE
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WATER MAIN
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ANCHOR TEE
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GATE BOX
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FINISHED GRADE
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FIRM UNDISTURBED MATERIAL
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CONCRETE SUPPORT BLOCK
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M.J. ENDS
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PROPOSED PIPE
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M.J. RESILIENT SEATED WEDGE TYPE GATE VALVE (OPEN LEFT)
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RETAINER GLAND (TYPICAL)
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GATE BOX BOTTOM SECTION
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GATE BOX SHALL BE MANUFACTURED IN THE UNITED STATES
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FINISHED GRADE
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GATE BOX TOP SECTION
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COVER
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2-NOTCH OPENINGS REQUIRED
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THRUST BLOCK
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UNDISTURBED EARTH
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UNDISTURBED EARTH
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THRUST BLOCK
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UNDISTURBED EARTH
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THRUST BLOCK
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UNDISTURBED EARTH
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THRUST BLOCK
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UNDISTURBED EARTH
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THRUST BLOCK
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GATE BOX SHALL BE MANUFACTURED IN THE UNITED STATES
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ADJUSTABLE SERVICE BOX SET FLUSH WITH SURFACE
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CURB BOX AND STOP
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POLYETHYLENE TUBING
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POLYETHYLENE TUBING
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TRACER WIRE
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CAP
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WOOD STAKE
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4" LOAM AND SEED DISTURBED AREAS
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SERVICE BOX SHALL BE MANUFACTURED IN THE UNITED STATES
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1'-0" MAX.
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3" WIDE PRINTED UNDERGROUND WARNING TAPE WITH METAL CORE (SEE TRENCH DETAILS)
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3" WIDE PRINTED UNDERGROUND WARNING TAPE WITH METAL CORE (SEE TRENCH DETAILS)
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CONCRETE SUPPORT BLOCK
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NOTES: 1. ALL CONCRETE SHALL BE 3000 PSI @ 28 DAYS (CLASS 'A' CONCRETE). 2. DIMENSIONS SHOWN ARE MINIMUM AND ARE BASED UPON SOIL BEARING CAPACITY OF 1500 PSF AND TOTAL PRESSURE OF 250 PSI. TOTAL PRESSURE IS PIPELINE TEST PRESSURE PLUS SURGE PRESSURE. 3. THRUST BLOCKS SHALL BEAR AGAINST UNDISTURBED EARTH. 4. ALL VALVES, BENDS, PLUGS, CAPS, AND HYDRANTS SHALL BE RESTRAINED WITH "MEGA-LUGS" (OR APPROVED EQUAL) MECHANICAL RESTRAINTS. CONCRETE THRUST BLOCKS SHALL BE USED AS DIRECTED BY THE ENGINEER.
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NOTES: 1. SILT SACKS SHALL BE INSPECTED WEEKLY AND ACCUMULATED SILT REMOVED TO ALLOW CATCH BASIN TO FUNCTION PROPERLY. 2. SILT SACK AS MANUFACTURED BY ACF ENVIRONMENTAL (800-448-3636) OR APPROVED EQUAL. 3. SILT SACKS SHALL BE INSTALLED AT CATCH BASINS ADJACENT TO ANY TRENCHES PRIOR TO EXCAVATIONS AND SHALL REMAIN IN PLACE THROUGH FINAL PAVING OR MILLING AND OVERLAY.
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EXISTING PAVEMENT
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PLACE SILT SACK UNDER EXISTING CATCH BASIN GRATE
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FRAME AND GRATE
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
SCALE: N.T.S.
DECHLORINATION DETAIL
SCALE: N.T.S.
DEWATERING BAGS
SCALE: N.T.S.
12" DIAMETER FILTER SOCK
SCALE: N.T.S.
LOAM AND SEED (DISTURBED AREAS)
SCALE: N.T.S.
BITUMINOUS CONCRETE
CAPE COD BERM
1"=40'
JET
KGL
GCS
RJT
CD-2
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ov 27,2018-1:57pm
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
AS NOTED
CONSTRUCTION DETAILS II
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4" LOAM, GRADED AND SEED, IN DISTURBED GRASS AREAS. BACK UP ROAD SHOULDER AND BERM WITH PROCESSED GRAVEL AS NECESSARY
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REPLACE ALL DISTURBED CAPE COD BERM. CAPE COD BERM PLACED MONOLITHICALLY WITH PAVEMENT TREATMENT
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UNDISTURBED EARTH
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3"
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12"
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3"
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NOTES: 1. CONTRACTOR SHALL USE STONE AROUND THE SUCTION END TO MINIMIZE DISCHARGE CONTRACTOR SHALL USE STONE AROUND THE SUCTION END TO MINIMIZE DISCHARGE OF TRENCH MATERIALS. THE DISCHARGE WATER SHALL PASS THROUGH FILTER FABRIC. 2. DEWATERING BAG SIZE AND QUANTITY SHALL BE AS NEEDED TO ADEQUATELY FILTER DEWATERING BAG SIZE AND QUANTITY SHALL BE AS NEEDED TO ADEQUATELY FILTER ALL PUMP EFFLUENT FROM DEWATERING ACTIVITIES. CONTRACTOR SHALL PROVIDE A REDUNDANT BAG ON SITE AT ALL TIMES. 3. EACH BAG SHALL HANDLE A 2", 3", OR 4" DISCHARGE HOSE. EACH BAG SHALL HANDLE A 2", 3", OR 4" DISCHARGE HOSE. 4. DISCHARGE HOSES CAN BE PLACED ALONG ANY EDGE BY MAKING A SMALL INCISION DISCHARGE HOSES CAN BE PLACED ALONG ANY EDGE BY MAKING A SMALL INCISION INTO THE FABRIC, INSERTING THE HOSE, AND THEN CLAMPING THE FABRIC TO THE HOSE VIA WIRE, TIES, CLAMP, ROPE OR SIMILAR TO CREATE A GOOD SEAL. 5. CONTRACTOR SHALL AVOID DISCHARGING MULTIPLE PIPES INTO ONE BAG.CONTRACTOR SHALL AVOID DISCHARGING MULTIPLE PIPES INTO ONE BAG.
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PLAN VIEW
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PROFILE VIEW
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WATER DISCHARGE
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WATER DISCHARGE
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%%USECTION
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%%UPLAN
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12" MIN
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AREA TO BE PROTECTED
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WORK AREA
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WORK AREA
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AREA TO BE
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PROTECTED
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WATER FLOW
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4"
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NOTES: 1. SEED MIX SHALL BE NEW ENGLAND CONSERVATION SEED MIX, FREE OF SEED MIX SHALL BE NEW ENGLAND CONSERVATION SEED MIX, FREE OF FERTILIZERS. 2. LOAM SHALL BE NATIVE TO CAPE COD AND OF LOW NITROGEN CONTENT. LOAM SHALL BE NATIVE TO CAPE COD AND OF LOW NITROGEN CONTENT. 3. INSTALL CURLEX CL EROSION CONTROL BLANKET AS MANUFACTURED BY INSTALL CURLEX CL EROSION CONTROL BLANKET AS MANUFACTURED BY AMERICAN EXCELSIOR COMPANY (OR APPROVED EQUAL) ON ALL LOAM AND SEEDED SLOPES 3:1 OR STEEPER.
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FINISH GRADE
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FINISH SUB-GRADE
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COMPACTED SUB-GRADE
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BURLAP BAG FILLED WITH CHLORINE REDUCING AGENT (SODIUM THIOSULFITE OR METABISULFATE)
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FROM CHLORINATED PIPE
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CHLORINATED WATER DISCHARGE
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2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.
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12" DIAMETER, NON-BIODEGRADABLE FILTER SOCK
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BLOWN/PLACED FILTER MEDIA (MULCH, COMPOST, OR OTHER)
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2" X 2" X 36" WOODEN STAKES PLACED 10' O.C.
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12" DIAMETER FILTER SOCK
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DEWATERING BAG
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DISCHARGE CONNECTION SEAL
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PUMP
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DISCHARGE PIPE
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DEWATERING BAG
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DISCHARGE CONNECTION SEAL
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PUMP
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DISCHARGE PIPE
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NOTE: 1. IF PREFABRICATED SECTIONS ARE UTILIZED THEY SHOULD BE OVERLAPPED A MINIMUM OF TWO FEET. IF PREFABRICATED SECTIONS ARE UTILIZED THEY SHOULD BE OVERLAPPED A MINIMUM OF TWO FEET. 2. ALL FILTER SOCK SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED.ALL FILTER SOCK SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED.
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
SCALE: N.T.S.
TRENCH DETAIL 1 - TRENCH PAVEMENT AND
MILL AND PAVEMENT OVERLAY
SCALE: N.T.S.
TRENCH DETAIL 2 - PAVEMENT OVERLAY
AND OTHER SURFACE RESTORATION
1"=40'
JET
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\217-1504.14 C
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ate: N
ov 27,2018-2:01pm
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
AS NOTED
CONSTRUCTION DETAILS III
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PIPE DIA.
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6" MIN.
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PIPE BEDDING (GRAVEL BORROW OR CRUSHED STONE WHERE DEWATERING IS REQUIRED) (USE OF EXISTING MATERIAL AS APPROVED BY ENGINEER)
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PAY LIMIT = 4-FT.
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DEPTH OF COVER: 4'-6 " UNLESS OTHERWISE NOTED ON THE DRAWINGS
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SUBGRADE - COMPACTED BACKFILL CONSISTING OF GRAVEL BORROW OR APPROVED EXCAVATED MATERIAL
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BEYOND PAVED SURFACE
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TRENCH CENTER LINE
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2" BITUMINOUS CONCRETE PAVEMENT OVERLAY (SEE BID ITEM 12F)
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3" WIDE PRINTED UNDERGROUND WARNING TAPE WITH METAL CORE. APPROX. 1' BELOW GRADE FOR ALL OPEN CUT WATER MAINS, HYDRANT LATERALS AND SERVICES
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PAY LIMIT FOR LEDGE IF ENCOUNTERED
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EXISTING GRADE
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LOAM (GRADED AND SEEDED SEE DETAIL SHEET CD-2 LOAM AND SEED), PROCESSED GRAVEL, SHELL, OR STONE (SEE BID ITEMS 11B, 14A, 14B, AND 14C)
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THOROUGHLY COMPACT WITH RAM OR PNEUMATIC TAMPER
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PAY LIMIT FOR LEDGE IF ENCOUNTERED
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STANDARD PAVEMENT CONSTRUCTION NOTES: 1. SEE ROAD RESTORATION SCHEDULE WITH SEE ROAD RESTORATION SCHEDULE WITH COARSES AND DEPTHS ON SHEET G-3. 2. PAVEMENT INSTALLED BEYOND PAYMENT LINE PAVEMENT INSTALLED BEYOND PAYMENT LINE MUST BE PRE-APPROVED BY THE ENGINEER. 3. THE FINISHED SURFACE OF THE MIXTURE, AFTER THE FINISHED SURFACE OF THE MIXTURE, AFTER COMPACTION, SHALL BE TRUE TO THE ESTABLISHED LINE AND GRADE OF THE EXISTING PAVEMENT. 4. THE BINDER COURSE SHALL BE PLACED BY THE BINDER COURSE SHALL BE PLACED BY NORMAL CONSTRUCTION PRACTICES. THE TOP COURSE SHALL BE MACHINE LAID UTILIZING A SIDEWALK BOX SPREADER OR EQUAL; NO HAND WORK IS ALLOWED. 5. ALL EDGES WHERE EXISTING AND PROPOSED ALL EDGES WHERE EXISTING AND PROPOSED PAVEMENT MEET SHALL BE COATED WITH BITUMEN FOR TACK COAT RS-1 EMULSION PRIOR TO PAVEMENT INSTALLATION.
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6" MIN.
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PIPE DIA.
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6" MIN.
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PAY LIMIT = 4-FT.
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DEPTH OF COVER: 4'-6 " UNLESS OTHERWISE NOTED ON THE DRAWINGS
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PIPE BEDDING (GRAVEL BORROW OR CRUSHED STONE WHERE DEWATERING IS REQUIRED) (USE OF EXISTING MATERIAL AS APPROVED BY ENGINEER)
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SUBGRADE - COMPACTED BACKFILL CONSISTING OF GRAVEL BORROW OR APPROVED EXCAVATED MATERIAL
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2", 3", OR 4" BITUMINOUS CONCRETE PAVEMENT (SEE BID ITEMS 12A, 12B, AND 12C)
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3" WIDE PRINTED UNDERGROUND WARNING TAPE WITH METAL CORE. APPROX. 1' BELOW GRADE FOR ALL OPEN CUT WATER MAINS, HYDRANT LATERALS AND SERVICES
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PAY LIMIT FOR LEDGE IF ENCOUNTERED
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EXISTING GRADE
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1.5" PAVEMENT MILL AND BITUMINOUS CONCRETE PAVEMENT OVERLAY WITH 12" OVERCUT (SEE BID ITEM 12E)
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PAVEMENT PAYMENT LINE
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EXISTING UNDISTURBED PAVEMENT (TYP.)
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THOROUGHLY COMPACT WITH RAM OR PNEUMATIC TAMPER
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PAY LIMIT FOR LEDGE IF ENCOUNTERED
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6" MIN.
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WITHIN PAVED SURFACE
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TACK COAT EDGES OF EXISTING AND TRENCH PAVEMENT
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UNDISTURBED EARTH (TYP.) IF VOIDS DEVELOP UNDER EXISTING PAVEMENT, CONTRACTOR SHALL NEATLY SAW-CUT EXISTING PAVEMENT, REMOVE THE PAVEMENT, BACKFILL THE VOID, AND COMPACT THE BACKFILL MATERIAL.
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TACK TO BE MECHANICALLY APPLIED BETWEEN EXISTING PAVEMENT AND PROPOSED PAVEMENT
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UNDISTURBED EARTH (TYP.) IF VOIDS DEVELOP UNDER EXISTING PAVEMENT, CONTRACTOR SHALL NEATLY SAW-CUT EXISTING PAVEMENT, REMOVE THE PAVEMENT, BACKFILL THE VOID, AND COMPACT THE BACKFILL MATERIAL.
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ROADWAY DEPTH 2" AT CROWN
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KEY PAVEMENT TRANSITIONS FLUSH AT ALL DRIVEWAYS AND INTERSECTIONS
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1" REVEAL AT EXISTING EDGES OF PAVEMENT TO BE BACK WITH LOAM AND SEED OR GRAVEL (MATCH EXISTING)
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WITHIN PAVED SURFACE
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TRENCH CENTER LINE
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WITHIN PAVED SURFACE
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TACK TO BE MECHANICALLY APPLIED BETWEEN EXISTING PAVEMENT AND PROPOSED PAVEMENT
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EXISTING UNDISTURBED PAVEMENT (TYP.)
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TACK COAT EDGES OF EXISTING AND TRENCH PAVEMENT
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
”
” ”
1"=40'
JET
KGL
GCS
RJT
TMP-1
Sheet No.
Draw
ing file: I:\E
astham
.217\P
hase 2 - E
astham
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ystem
\217-1504.14 C
ontract 14 P
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W
M\01 C
AD
\C
ON
T 14 T
MP
.dw
g P
lot D
ate: N
ov 28,2018-5:51pm
DATEMARK DESCRIPTION Approved by
Checked by
Job No.
Scale
Date
Designed by
Drawn by
A p a r t n e r s h i p f o r e n g i n e e r i n g s o l u t i o n s.
CONTRACT 14
WATER MAINS - WATER SYSTEM CONSTRUCTION
EASTHAM, MASSACHUSETTS
DECEMBER 2018
217-1504.14
FOR CONSTRUCTION1
9/12/18 ISSUED FOR PERMITTING
2
12/5/18 ISSUED FOR BIDDING
AS NOTED
BLH
BLH
RJT
JDF
TRAFFIC DETAIL, SIGNS, AND NOTES
AutoCAD SHX Text
TRAFFIC MANAGEMENT ALONG NON-STATE ROADWAYS 1. CONSTRUCTION WILL BE LIMITED TO 7:00 A.M. TO 4:00 P.M. MONDAY THRU FRIDAY BUT CONSTRUCTION WILL BE LIMITED TO 7:00 A.M. TO 4:00 P.M. MONDAY THRU FRIDAY BUT WILL BE LIMITED TO 7:00 A.M. TO 4:00 P.M. MONDAY THRU FRIDAY BUT WILL BE LIMITED TO 7:00 A.M. TO 4:00 P.M. MONDAY THRU FRIDAY BUT BE LIMITED TO 7:00 A.M. TO 4:00 P.M. MONDAY THRU FRIDAY BUT BE LIMITED TO 7:00 A.M. TO 4:00 P.M. MONDAY THRU FRIDAY BUT LIMITED TO 7:00 A.M. TO 4:00 P.M. MONDAY THRU FRIDAY BUT LIMITED TO 7:00 A.M. TO 4:00 P.M. MONDAY THRU FRIDAY BUT TO 7:00 A.M. TO 4:00 P.M. MONDAY THRU FRIDAY BUT TO 7:00 A.M. TO 4:00 P.M. MONDAY THRU FRIDAY BUT 7:00 A.M. TO 4:00 P.M. MONDAY THRU FRIDAY BUT 7:00 A.M. TO 4:00 P.M. MONDAY THRU FRIDAY BUT A.M. TO 4:00 P.M. MONDAY THRU FRIDAY BUT A.M. TO 4:00 P.M. MONDAY THRU FRIDAY BUT TO 4:00 P.M. MONDAY THRU FRIDAY BUT TO 4:00 P.M. MONDAY THRU FRIDAY BUT 4:00 P.M. MONDAY THRU FRIDAY BUT 4:00 P.M. MONDAY THRU FRIDAY BUT P.M. MONDAY THRU FRIDAY BUT P.M. MONDAY THRU FRIDAY BUT MONDAY THRU FRIDAY BUT MONDAY THRU FRIDAY BUT THRU FRIDAY BUT THRU FRIDAY BUT FRIDAY BUT FRIDAY BUT BUT BUT SHALL BE COORDINATED AROUND OTHER CONSTRUCTION PROJECTS AND HEAVY SEASONAL BE COORDINATED AROUND OTHER CONSTRUCTION PROJECTS AND HEAVY SEASONAL BE COORDINATED AROUND OTHER CONSTRUCTION PROJECTS AND HEAVY SEASONAL COORDINATED AROUND OTHER CONSTRUCTION PROJECTS AND HEAVY SEASONAL COORDINATED AROUND OTHER CONSTRUCTION PROJECTS AND HEAVY SEASONAL AROUND OTHER CONSTRUCTION PROJECTS AND HEAVY SEASONAL AROUND OTHER CONSTRUCTION PROJECTS AND HEAVY SEASONAL OTHER CONSTRUCTION PROJECTS AND HEAVY SEASONAL OTHER CONSTRUCTION PROJECTS AND HEAVY SEASONAL CONSTRUCTION PROJECTS AND HEAVY SEASONAL CONSTRUCTION PROJECTS AND HEAVY SEASONAL PROJECTS AND HEAVY SEASONAL PROJECTS AND HEAVY SEASONAL AND HEAVY SEASONAL AND HEAVY SEASONAL HEAVY SEASONAL HEAVY SEASONAL SEASONAL SEASONAL TRAFFIC WHICH MAY FURTHER LIMIT CONSTRUCTION PERIODS IN ORDER TO RETAIN WHICH MAY FURTHER LIMIT CONSTRUCTION PERIODS IN ORDER TO RETAIN WHICH MAY FURTHER LIMIT CONSTRUCTION PERIODS IN ORDER TO RETAIN MAY FURTHER LIMIT CONSTRUCTION PERIODS IN ORDER TO RETAIN MAY FURTHER LIMIT CONSTRUCTION PERIODS IN ORDER TO RETAIN FURTHER LIMIT CONSTRUCTION PERIODS IN ORDER TO RETAIN FURTHER LIMIT CONSTRUCTION PERIODS IN ORDER TO RETAIN LIMIT CONSTRUCTION PERIODS IN ORDER TO RETAIN LIMIT CONSTRUCTION PERIODS IN ORDER TO RETAIN CONSTRUCTION PERIODS IN ORDER TO RETAIN CONSTRUCTION PERIODS IN ORDER TO RETAIN PERIODS IN ORDER TO RETAIN PERIODS IN ORDER TO RETAIN IN ORDER TO RETAIN IN ORDER TO RETAIN ORDER TO RETAIN ORDER TO RETAIN TO RETAIN TO RETAIN RETAIN RETAIN ADEQUATE CIRCULATION. THE CONTRACTOR MAY REQUEST PERMISSION FOR CIRCULATION. THE CONTRACTOR MAY REQUEST PERMISSION FOR CIRCULATION. THE CONTRACTOR MAY REQUEST PERMISSION FOR THE CONTRACTOR MAY REQUEST PERMISSION FOR THE CONTRACTOR MAY REQUEST PERMISSION FOR THE CONTRACTOR MAY REQUEST PERMISSION FOR CONTRACTOR MAY REQUEST PERMISSION FOR CONTRACTOR MAY REQUEST PERMISSION FOR MAY REQUEST PERMISSION FOR MAY REQUEST PERMISSION FOR REQUEST PERMISSION FOR REQUEST PERMISSION FOR PERMISSION FOR PERMISSION FOR FOR FOR CONSTRUCTION ON SATURDAYS DURING OFF-PEAK SEASONS. SUCH WORK SHALL ONLY ON SATURDAYS DURING OFF-PEAK SEASONS. SUCH WORK SHALL ONLY ON SATURDAYS DURING OFF-PEAK SEASONS. SUCH WORK SHALL ONLY SATURDAYS DURING OFF-PEAK SEASONS. SUCH WORK SHALL ONLY SATURDAYS DURING OFF-PEAK SEASONS. SUCH WORK SHALL ONLY DURING OFF-PEAK SEASONS. SUCH WORK SHALL ONLY DURING OFF-PEAK SEASONS. SUCH WORK SHALL ONLY OFF-PEAK SEASONS. SUCH WORK SHALL ONLY OFF-PEAK SEASONS. SUCH WORK SHALL ONLY SEASONS. SUCH WORK SHALL ONLY SEASONS. SUCH WORK SHALL ONLY SUCH WORK SHALL ONLY SUCH WORK SHALL ONLY WORK SHALL ONLY WORK SHALL ONLY SHALL ONLY SHALL ONLY ONLY ONLY OCCUR WITH PERMISSION FROM THE OWNER AND/OR ENGINEER. 2. ONE LANE OF TRAVEL WILL BE MAINTAINED IN CONSTRUCTION LOCATIONS WHERE ONE LANE OF TRAVEL WILL BE MAINTAINED IN CONSTRUCTION LOCATIONS WHERE LANE OF TRAVEL WILL BE MAINTAINED IN CONSTRUCTION LOCATIONS WHERE LANE OF TRAVEL WILL BE MAINTAINED IN CONSTRUCTION LOCATIONS WHERE OF TRAVEL WILL BE MAINTAINED IN CONSTRUCTION LOCATIONS WHERE OF TRAVEL WILL BE MAINTAINED IN CONSTRUCTION LOCATIONS WHERE TRAVEL WILL BE MAINTAINED IN CONSTRUCTION LOCATIONS WHERE TRAVEL WILL BE MAINTAINED IN CONSTRUCTION LOCATIONS WHERE WILL BE MAINTAINED IN CONSTRUCTION LOCATIONS WHERE WILL BE MAINTAINED IN CONSTRUCTION LOCATIONS WHERE BE MAINTAINED IN CONSTRUCTION LOCATIONS WHERE BE MAINTAINED IN CONSTRUCTION LOCATIONS WHERE MAINTAINED IN CONSTRUCTION LOCATIONS WHERE MAINTAINED IN CONSTRUCTION LOCATIONS WHERE IN CONSTRUCTION LOCATIONS WHERE IN CONSTRUCTION LOCATIONS WHERE CONSTRUCTION LOCATIONS WHERE CONSTRUCTION LOCATIONS WHERE LOCATIONS WHERE LOCATIONS WHERE WHERE WHERE ADEQUATE WIDTH CAN BE PROVIDED FOR VEHICULAR ACCESS (SEE TYPICAL LANE WIDTH CAN BE PROVIDED FOR VEHICULAR ACCESS (SEE TYPICAL LANE WIDTH CAN BE PROVIDED FOR VEHICULAR ACCESS (SEE TYPICAL LANE CAN BE PROVIDED FOR VEHICULAR ACCESS (SEE TYPICAL LANE CAN BE PROVIDED FOR VEHICULAR ACCESS (SEE TYPICAL LANE BE PROVIDED FOR VEHICULAR ACCESS (SEE TYPICAL LANE BE PROVIDED FOR VEHICULAR ACCESS (SEE TYPICAL LANE PROVIDED FOR VEHICULAR ACCESS (SEE TYPICAL LANE PROVIDED FOR VEHICULAR ACCESS (SEE TYPICAL LANE FOR VEHICULAR ACCESS (SEE TYPICAL LANE FOR VEHICULAR ACCESS (SEE TYPICAL LANE VEHICULAR ACCESS (SEE TYPICAL LANE VEHICULAR ACCESS (SEE TYPICAL LANE ACCESS (SEE TYPICAL LANE ACCESS (SEE TYPICAL LANE (SEE TYPICAL LANE (SEE TYPICAL LANE TYPICAL LANE TYPICAL LANE LANE LANE CLOSURE DETAIL.) 3. ROAD CLOSURES ARE ANTICIPATED FOR LOCATIONS WHERE ADEQUATE WIDTH FOR ONE ROAD CLOSURES ARE ANTICIPATED FOR LOCATIONS WHERE ADEQUATE WIDTH FOR ONE CLOSURES ARE ANTICIPATED FOR LOCATIONS WHERE ADEQUATE WIDTH FOR ONE CLOSURES ARE ANTICIPATED FOR LOCATIONS WHERE ADEQUATE WIDTH FOR ONE ARE ANTICIPATED FOR LOCATIONS WHERE ADEQUATE WIDTH FOR ONE ARE ANTICIPATED FOR LOCATIONS WHERE ADEQUATE WIDTH FOR ONE ANTICIPATED FOR LOCATIONS WHERE ADEQUATE WIDTH FOR ONE ANTICIPATED FOR LOCATIONS WHERE ADEQUATE WIDTH FOR ONE FOR LOCATIONS WHERE ADEQUATE WIDTH FOR ONE FOR LOCATIONS WHERE ADEQUATE WIDTH FOR ONE LOCATIONS WHERE ADEQUATE WIDTH FOR ONE LOCATIONS WHERE ADEQUATE WIDTH FOR ONE WHERE ADEQUATE WIDTH FOR ONE WHERE ADEQUATE WIDTH FOR ONE ADEQUATE WIDTH FOR ONE ADEQUATE WIDTH FOR ONE WIDTH FOR ONE WIDTH FOR ONE FOR ONE FOR ONE ONE ONE LANE OF TRAVEL CANNOT BE MAINTAINED DURING CONSTRUCTION. ROAD CLOSURE DETOUR ROAD CLOSURE DETOUR CLOSURE DETOUR CLOSURE DETOUR DETOUR DETOUR ROUTES AND PERIODS OF CLOSURES WILL BE SUBMITTED TO THE OWNER AND/OR AND PERIODS OF CLOSURES WILL BE SUBMITTED TO THE OWNER AND/OR AND PERIODS OF CLOSURES WILL BE SUBMITTED TO THE OWNER AND/OR PERIODS OF CLOSURES WILL BE SUBMITTED TO THE OWNER AND/OR PERIODS OF CLOSURES WILL BE SUBMITTED TO THE OWNER AND/OR OF CLOSURES WILL BE SUBMITTED TO THE OWNER AND/OR OF CLOSURES WILL BE SUBMITTED TO THE OWNER AND/OR CLOSURES WILL BE SUBMITTED TO THE OWNER AND/OR CLOSURES WILL BE SUBMITTED TO THE OWNER AND/OR WILL BE SUBMITTED TO THE OWNER AND/OR WILL BE SUBMITTED TO THE OWNER AND/OR BE SUBMITTED TO THE OWNER AND/OR BE SUBMITTED TO THE OWNER AND/OR SUBMITTED TO THE OWNER AND/OR SUBMITTED TO THE OWNER AND/OR TO THE OWNER AND/OR TO THE OWNER AND/OR THE OWNER AND/OR THE OWNER AND/OR OWNER AND/OR OWNER AND/OR AND/OR AND/OR ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION. 4. AT THE END OF EACH CONSTRUCTION DAY, NO TRAFFIC CONTROL DEVICES SHALL REMAIN AT THE END OF EACH CONSTRUCTION DAY, NO TRAFFIC CONTROL DEVICES SHALL REMAIN IN THE ROADWAY. ROADWAYS WILL BE PATCHED OR PLATED AND OPEN TO TRAVEL AT THE END OF EACH WORK WEEK; EXCAVATIONS WILL BE BACKFILLED, COMPACTED, AND PAVED; AND TEMPORARY PAVEMENT MARKINGS PROVIDED WHERE APPROPRIATE. 5. THE CONTRACTOR MUST MAINTAIN ACCESS AND EGRESS AT ALL TIMES TO ALL THE CONTRACTOR MUST MAINTAIN ACCESS AND EGRESS AT ALL TIMES TO ALL CONTRACTOR MUST MAINTAIN ACCESS AND EGRESS AT ALL TIMES TO ALL CONTRACTOR MUST MAINTAIN ACCESS AND EGRESS AT ALL TIMES TO ALL MUST MAINTAIN ACCESS AND EGRESS AT ALL TIMES TO ALL MUST MAINTAIN ACCESS AND EGRESS AT ALL TIMES TO ALL MAINTAIN ACCESS AND EGRESS AT ALL TIMES TO ALL MAINTAIN ACCESS AND EGRESS AT ALL TIMES TO ALL ACCESS AND EGRESS AT ALL TIMES TO ALL ACCESS AND EGRESS AT ALL TIMES TO ALL AND EGRESS AT ALL TIMES TO ALL AND EGRESS AT ALL TIMES TO ALL EGRESS AT ALL TIMES TO ALL EGRESS AT ALL TIMES TO ALL AT ALL TIMES TO ALL AT ALL TIMES TO ALL ALL TIMES TO ALL ALL TIMES TO ALL TIMES TO ALL TIMES TO ALL TO ALL TO ALL ALL ALL PROPERTIES AND ROADWAYS ABUTTING THE WORK ZONE UNLESS OTHERWISE APPROVED BY THE WORK ZONE UNLESS OTHERWISE APPROVED BY WORK ZONE UNLESS OTHERWISE APPROVED BY WORK ZONE UNLESS OTHERWISE APPROVED BY ZONE UNLESS OTHERWISE APPROVED BY ZONE UNLESS OTHERWISE APPROVED BY UNLESS OTHERWISE APPROVED BY UNLESS OTHERWISE APPROVED BY OTHERWISE APPROVED BY OTHERWISE APPROVED BY APPROVED BY APPROVED BY BY BY THE OWNER AND/OR ENGINEER. 6. THE TEMPORARY TRAFFIC CONTROL PLANS PRESENT ROADWAYS ELIGIBLE FOR DETOUR THE TEMPORARY TRAFFIC CONTROL PLANS PRESENT ROADWAYS ELIGIBLE FOR DETOUR TEMPORARY TRAFFIC CONTROL PLANS PRESENT ROADWAYS ELIGIBLE FOR DETOUR TEMPORARY TRAFFIC CONTROL PLANS PRESENT ROADWAYS ELIGIBLE FOR DETOUR TRAFFIC CONTROL PLANS PRESENT ROADWAYS ELIGIBLE FOR DETOUR TRAFFIC CONTROL PLANS PRESENT ROADWAYS ELIGIBLE FOR DETOUR CONTROL PLANS PRESENT ROADWAYS ELIGIBLE FOR DETOUR CONTROL PLANS PRESENT ROADWAYS ELIGIBLE FOR DETOUR PLANS PRESENT ROADWAYS ELIGIBLE FOR DETOUR PLANS PRESENT ROADWAYS ELIGIBLE FOR DETOUR PRESENT ROADWAYS ELIGIBLE FOR DETOUR PRESENT ROADWAYS ELIGIBLE FOR DETOUR ROADWAYS ELIGIBLE FOR DETOUR ROADWAYS ELIGIBLE FOR DETOUR ELIGIBLE FOR DETOUR ELIGIBLE FOR DETOUR FOR DETOUR FOR DETOUR DETOUR DETOUR ROUTES (PUBLICLY OWNED AND PAVED) AS WELL AS TYPICAL SIGNAGE DETAILS. THE (PUBLICLY OWNED AND PAVED) AS WELL AS TYPICAL SIGNAGE DETAILS. THE (PUBLICLY OWNED AND PAVED) AS WELL AS TYPICAL SIGNAGE DETAILS. THE OWNED AND PAVED) AS WELL AS TYPICAL SIGNAGE DETAILS. THE OWNED AND PAVED) AS WELL AS TYPICAL SIGNAGE DETAILS. THE AND PAVED) AS WELL AS TYPICAL SIGNAGE DETAILS. THE AND PAVED) AS WELL AS TYPICAL SIGNAGE DETAILS. THE PAVED) AS WELL AS TYPICAL SIGNAGE DETAILS. THE PAVED) AS WELL AS TYPICAL SIGNAGE DETAILS. THE AS WELL AS TYPICAL SIGNAGE DETAILS. THE AS WELL AS TYPICAL SIGNAGE DETAILS. THE WELL AS TYPICAL SIGNAGE DETAILS. THE WELL AS TYPICAL SIGNAGE DETAILS. THE AS TYPICAL SIGNAGE DETAILS. THE AS TYPICAL SIGNAGE DETAILS. THE TYPICAL SIGNAGE DETAILS. THE TYPICAL SIGNAGE DETAILS. THE SIGNAGE DETAILS. THE SIGNAGE DETAILS. THE DETAILS. THE DETAILS. THE THE THE CONTRACTOR SHALL SUBMIT IN WRITING PROPOSED ROAD CLOSURES AND ANTICIPATED SHALL SUBMIT IN WRITING PROPOSED ROAD CLOSURES AND ANTICIPATED SHALL SUBMIT IN WRITING PROPOSED ROAD CLOSURES AND ANTICIPATED SUBMIT IN WRITING PROPOSED ROAD CLOSURES AND ANTICIPATED SUBMIT IN WRITING PROPOSED ROAD CLOSURES AND ANTICIPATED IN WRITING PROPOSED ROAD CLOSURES AND ANTICIPATED IN WRITING PROPOSED ROAD CLOSURES AND ANTICIPATED WRITING PROPOSED ROAD CLOSURES AND ANTICIPATED WRITING PROPOSED ROAD CLOSURES AND ANTICIPATED PROPOSED ROAD CLOSURES AND ANTICIPATED PROPOSED ROAD CLOSURES AND ANTICIPATED ROAD CLOSURES AND ANTICIPATED ROAD CLOSURES AND ANTICIPATED CLOSURES AND ANTICIPATED CLOSURES AND ANTICIPATED AND ANTICIPATED AND ANTICIPATED ANTICIPATED ANTICIPATED DETOUR ROUTES AND TRAFFIC MANAGEMENT BASED ON THE PROVIDED INFORMATION FOR ROUTES AND TRAFFIC MANAGEMENT BASED ON THE PROVIDED INFORMATION FOR ROUTES AND TRAFFIC MANAGEMENT BASED ON THE PROVIDED INFORMATION FOR AND TRAFFIC MANAGEMENT BASED ON THE PROVIDED INFORMATION FOR AND TRAFFIC MANAGEMENT BASED ON THE PROVIDED INFORMATION FOR TRAFFIC MANAGEMENT BASED ON THE PROVIDED INFORMATION FOR TRAFFIC MANAGEMENT BASED ON THE PROVIDED INFORMATION FOR MANAGEMENT BASED ON THE PROVIDED INFORMATION FOR MANAGEMENT BASED ON THE PROVIDED INFORMATION FOR BASED ON THE PROVIDED INFORMATION FOR BASED ON THE PROVIDED INFORMATION FOR ON THE PROVIDED INFORMATION FOR ON THE PROVIDED INFORMATION FOR THE PROVIDED INFORMATION FOR THE PROVIDED INFORMATION FOR PROVIDED INFORMATION FOR PROVIDED INFORMATION FOR INFORMATION FOR INFORMATION FOR FOR FOR APPROVAL BY THE OWNER AND/OR ENGINEER TWO WEEKS PRIOR TO IMPLEMENTATION. 7. ALL DISTANCES MAY BE ADJUSTED TO FIT FIELD CONDITIONS, AS DIRECTED BY THE ALL DISTANCES MAY BE ADJUSTED TO FIT FIELD CONDITIONS, AS DIRECTED BY THE DISTANCES MAY BE ADJUSTED TO FIT FIELD CONDITIONS, AS DIRECTED BY THE DISTANCES MAY BE ADJUSTED TO FIT FIELD CONDITIONS, AS DIRECTED BY THE MAY BE ADJUSTED TO FIT FIELD CONDITIONS, AS DIRECTED BY THE MAY BE ADJUSTED TO FIT FIELD CONDITIONS, AS DIRECTED BY THE BE ADJUSTED TO FIT FIELD CONDITIONS, AS DIRECTED BY THE BE ADJUSTED TO FIT FIELD CONDITIONS, AS DIRECTED BY THE ADJUSTED TO FIT FIELD CONDITIONS, AS DIRECTED BY THE ADJUSTED TO FIT FIELD CONDITIONS, AS DIRECTED BY THE TO FIT FIELD CONDITIONS, AS DIRECTED BY THE TO FIT FIELD CONDITIONS, AS DIRECTED BY THE FIT FIELD CONDITIONS, AS DIRECTED BY THE FIT FIELD CONDITIONS, AS DIRECTED BY THE FIELD CONDITIONS, AS DIRECTED BY THE FIELD CONDITIONS, AS DIRECTED BY THE CONDITIONS, AS DIRECTED BY THE CONDITIONS, AS DIRECTED BY THE AS DIRECTED BY THE AS DIRECTED BY THE DIRECTED BY THE DIRECTED BY THE BY THE BY THE THE THE ENGINEER. MINIMUM DISTANCES HOWEVER SHOULD BE MAINTAINED WHERE INDICATED. 8. MINIMUM LANE WIDTHS CONSIST OF THE CLEARANCE BETWEEN CHANNELIZING DEVICES MINIMUM LANE WIDTHS CONSIST OF THE CLEARANCE BETWEEN CHANNELIZING DEVICES LANE WIDTHS CONSIST OF THE CLEARANCE BETWEEN CHANNELIZING DEVICES LANE WIDTHS CONSIST OF THE CLEARANCE BETWEEN CHANNELIZING DEVICES WIDTHS CONSIST OF THE CLEARANCE BETWEEN CHANNELIZING DEVICES WIDTHS CONSIST OF THE CLEARANCE BETWEEN CHANNELIZING DEVICES CONSIST OF THE CLEARANCE BETWEEN CHANNELIZING DEVICES CONSIST OF THE CLEARANCE BETWEEN CHANNELIZING DEVICES OF THE CLEARANCE BETWEEN CHANNELIZING DEVICES OF THE CLEARANCE BETWEEN CHANNELIZING DEVICES THE CLEARANCE BETWEEN CHANNELIZING DEVICES THE CLEARANCE BETWEEN CHANNELIZING DEVICES CLEARANCE BETWEEN CHANNELIZING DEVICES CLEARANCE BETWEEN CHANNELIZING DEVICES BETWEEN CHANNELIZING DEVICES BETWEEN CHANNELIZING DEVICES CHANNELIZING DEVICES CHANNELIZING DEVICES DEVICES DEVICES SUCH AS DRUMS AND SHALL BE PROVIDED AT ALL TIMES. 9. EXISTING PEDESTRIAN WALKWAYS WILL REMAIN OPEN AND CLEAR OF DEBRIS. IN EXISTING PEDESTRIAN WALKWAYS WILL REMAIN OPEN AND CLEAR OF DEBRIS. IN PEDESTRIAN WALKWAYS WILL REMAIN OPEN AND CLEAR OF DEBRIS. IN PEDESTRIAN WALKWAYS WILL REMAIN OPEN AND CLEAR OF DEBRIS. IN WALKWAYS WILL REMAIN OPEN AND CLEAR OF DEBRIS. IN WALKWAYS WILL REMAIN OPEN AND CLEAR OF DEBRIS. IN WILL REMAIN OPEN AND CLEAR OF DEBRIS. IN WILL REMAIN OPEN AND CLEAR OF DEBRIS. IN REMAIN OPEN AND CLEAR OF DEBRIS. IN REMAIN OPEN AND CLEAR OF DEBRIS. IN OPEN AND CLEAR OF DEBRIS. IN OPEN AND CLEAR OF DEBRIS. IN AND CLEAR OF DEBRIS. IN AND CLEAR OF DEBRIS. IN CLEAR OF DEBRIS. IN CLEAR OF DEBRIS. IN OF DEBRIS. IN OF DEBRIS. IN DEBRIS. IN DEBRIS. IN IN IN LOCATIONS WHERE EXISTING PEDESTRIAN WALKWAYS HAVE BEEN IMPACTED BY WHERE EXISTING PEDESTRIAN WALKWAYS HAVE BEEN IMPACTED BY WHERE EXISTING PEDESTRIAN WALKWAYS HAVE BEEN IMPACTED BY EXISTING PEDESTRIAN WALKWAYS HAVE BEEN IMPACTED BY EXISTING PEDESTRIAN WALKWAYS HAVE BEEN IMPACTED BY PEDESTRIAN WALKWAYS HAVE BEEN IMPACTED BY PEDESTRIAN WALKWAYS HAVE BEEN IMPACTED BY WALKWAYS HAVE BEEN IMPACTED BY WALKWAYS HAVE BEEN IMPACTED BY HAVE BEEN IMPACTED BY HAVE BEEN IMPACTED BY BEEN IMPACTED BY BEEN IMPACTED BY IMPACTED BY IMPACTED BY BY BY CONSTRUCTION, THE ENTIRE WIDTH OF THE PEDESTRIAN WALKWAY IS TO BE THE ENTIRE WIDTH OF THE PEDESTRIAN WALKWAY IS TO BE THE ENTIRE WIDTH OF THE PEDESTRIAN WALKWAY IS TO BE ENTIRE WIDTH OF THE PEDESTRIAN WALKWAY IS TO BE ENTIRE WIDTH OF THE PEDESTRIAN WALKWAY IS TO BE WIDTH OF THE PEDESTRIAN WALKWAY IS TO BE WIDTH OF THE PEDESTRIAN WALKWAY IS TO BE OF THE PEDESTRIAN WALKWAY IS TO BE OF THE PEDESTRIAN WALKWAY IS TO BE THE PEDESTRIAN WALKWAY IS TO BE THE PEDESTRIAN WALKWAY IS TO BE PEDESTRIAN WALKWAY IS TO BE PEDESTRIAN WALKWAY IS TO BE WALKWAY IS TO BE WALKWAY IS TO BE IS TO BE IS TO BE TO BE TO BE BE BE RECONSTRUCTED IN KIND WITH A MINIMUM WIDTH OF 5 FEET EXCLUDING CURBING. 10. MAXIMUM SPACING OF CHANNELIZING DEVICES IS EQUAL (IN FEET) TO THE SPEED LIMIT MAXIMUM SPACING OF CHANNELIZING DEVICES IS EQUAL (IN FEET) TO THE SPEED LIMIT SPACING OF CHANNELIZING DEVICES IS EQUAL (IN FEET) TO THE SPEED LIMIT SPACING OF CHANNELIZING DEVICES IS EQUAL (IN FEET) TO THE SPEED LIMIT OF CHANNELIZING DEVICES IS EQUAL (IN FEET) TO THE SPEED LIMIT OF CHANNELIZING DEVICES IS EQUAL (IN FEET) TO THE SPEED LIMIT CHANNELIZING DEVICES IS EQUAL (IN FEET) TO THE SPEED LIMIT CHANNELIZING DEVICES IS EQUAL (IN FEET) TO THE SPEED LIMIT DEVICES IS EQUAL (IN FEET) TO THE SPEED LIMIT DEVICES IS EQUAL (IN FEET) TO THE SPEED LIMIT IS EQUAL (IN FEET) TO THE SPEED LIMIT IS EQUAL (IN FEET) TO THE SPEED LIMIT EQUAL (IN FEET) TO THE SPEED LIMIT EQUAL (IN FEET) TO THE SPEED LIMIT (IN FEET) TO THE SPEED LIMIT (IN FEET) TO THE SPEED LIMIT FEET) TO THE SPEED LIMIT FEET) TO THE SPEED LIMIT TO THE SPEED LIMIT TO THE SPEED LIMIT THE SPEED LIMIT THE SPEED LIMIT SPEED LIMIT SPEED LIMIT LIMIT LIMIT (MPH). 11. CHANNELIZATION WILL BE ACCOMPLISHED THROUGH THE USE OF REFLECTORIZED PLASTIC CHANNELIZATION WILL BE ACCOMPLISHED THROUGH THE USE OF REFLECTORIZED PLASTIC WILL BE ACCOMPLISHED THROUGH THE USE OF REFLECTORIZED PLASTIC WILL BE ACCOMPLISHED THROUGH THE USE OF REFLECTORIZED PLASTIC BE ACCOMPLISHED THROUGH THE USE OF REFLECTORIZED PLASTIC BE ACCOMPLISHED THROUGH THE USE OF REFLECTORIZED PLASTIC ACCOMPLISHED THROUGH THE USE OF REFLECTORIZED PLASTIC ACCOMPLISHED THROUGH THE USE OF REFLECTORIZED PLASTIC THROUGH THE USE OF REFLECTORIZED PLASTIC THROUGH THE USE OF REFLECTORIZED PLASTIC THE USE OF REFLECTORIZED PLASTIC THE USE OF REFLECTORIZED PLASTIC USE OF REFLECTORIZED PLASTIC USE OF REFLECTORIZED PLASTIC OF REFLECTORIZED PLASTIC OF REFLECTORIZED PLASTIC REFLECTORIZED PLASTIC REFLECTORIZED PLASTIC PLASTIC PLASTIC DRUMS. PLASTIC DRUMS WITH ANY FORM OF LIGHTING DEVICE MOUNTED ON THEM MUST PLASTIC DRUMS WITH ANY FORM OF LIGHTING DEVICE MOUNTED ON THEM MUST PLASTIC DRUMS WITH ANY FORM OF LIGHTING DEVICE MOUNTED ON THEM MUST DRUMS WITH ANY FORM OF LIGHTING DEVICE MOUNTED ON THEM MUST DRUMS WITH ANY FORM OF LIGHTING DEVICE MOUNTED ON THEM MUST WITH ANY FORM OF LIGHTING DEVICE MOUNTED ON THEM MUST WITH ANY FORM OF LIGHTING DEVICE MOUNTED ON THEM MUST ANY FORM OF LIGHTING DEVICE MOUNTED ON THEM MUST ANY FORM OF LIGHTING DEVICE MOUNTED ON THEM MUST FORM OF LIGHTING DEVICE MOUNTED ON THEM MUST FORM OF LIGHTING DEVICE MOUNTED ON THEM MUST OF LIGHTING DEVICE MOUNTED ON THEM MUST OF LIGHTING DEVICE MOUNTED ON THEM MUST LIGHTING DEVICE MOUNTED ON THEM MUST LIGHTING DEVICE MOUNTED ON THEM MUST DEVICE MOUNTED ON THEM MUST DEVICE MOUNTED ON THEM MUST MOUNTED ON THEM MUST MOUNTED ON THEM MUST ON THEM MUST ON THEM MUST THEM MUST THEM MUST MUST MUST PASS THE CRITERIA AS SET FORTH IN NCHRP 350 "RECOMMENDED PROCEDURES FOR THE THE CRITERIA AS SET FORTH IN NCHRP 350 "RECOMMENDED PROCEDURES FOR THE THE CRITERIA AS SET FORTH IN NCHRP 350 "RECOMMENDED PROCEDURES FOR THE CRITERIA AS SET FORTH IN NCHRP 350 "RECOMMENDED PROCEDURES FOR THE CRITERIA AS SET FORTH IN NCHRP 350 "RECOMMENDED PROCEDURES FOR THE AS SET FORTH IN NCHRP 350 "RECOMMENDED PROCEDURES FOR THE AS SET FORTH IN NCHRP 350 "RECOMMENDED PROCEDURES FOR THE SET FORTH IN NCHRP 350 "RECOMMENDED PROCEDURES FOR THE SET FORTH IN NCHRP 350 "RECOMMENDED PROCEDURES FOR THE FORTH IN NCHRP 350 "RECOMMENDED PROCEDURES FOR THE FORTH IN NCHRP 350 "RECOMMENDED PROCEDURES FOR THE IN NCHRP 350 "RECOMMENDED PROCEDURES FOR THE IN NCHRP 350 "RECOMMENDED PROCEDURES FOR THE NCHRP 350 "RECOMMENDED PROCEDURES FOR THE NCHRP 350 "RECOMMENDED PROCEDURES FOR THE 350 "RECOMMENDED PROCEDURES FOR THE 350 "RECOMMENDED PROCEDURES FOR THE "RECOMMENDED PROCEDURES FOR THE "RECOMMENDED PROCEDURES FOR THE PROCEDURES FOR THE PROCEDURES FOR THE FOR THE FOR THE THE THE SAFETY PERFORMANCE EVALUATION OF HIGHWAY FEATURES.” 12. FLASHING WARNING LIGHTS AND/OR FLAGS MAY BE USED ON ADVANCE WARNING SIGNS FLASHING WARNING LIGHTS AND/OR FLAGS MAY BE USED ON ADVANCE WARNING SIGNS WARNING LIGHTS AND/OR FLAGS MAY BE USED ON ADVANCE WARNING SIGNS WARNING LIGHTS AND/OR FLAGS MAY BE USED ON ADVANCE WARNING SIGNS LIGHTS AND/OR FLAGS MAY BE USED ON ADVANCE WARNING SIGNS LIGHTS AND/OR FLAGS MAY BE USED ON ADVANCE WARNING SIGNS AND/OR FLAGS MAY BE USED ON ADVANCE WARNING SIGNS AND/OR FLAGS MAY BE USED ON ADVANCE WARNING SIGNS FLAGS MAY BE USED ON ADVANCE WARNING SIGNS FLAGS MAY BE USED ON ADVANCE WARNING SIGNS MAY BE USED ON ADVANCE WARNING SIGNS MAY BE USED ON ADVANCE WARNING SIGNS BE USED ON ADVANCE WARNING SIGNS BE USED ON ADVANCE WARNING SIGNS USED ON ADVANCE WARNING SIGNS USED ON ADVANCE WARNING SIGNS ON ADVANCE WARNING SIGNS ON ADVANCE WARNING SIGNS ADVANCE WARNING SIGNS ADVANCE WARNING SIGNS WARNING SIGNS WARNING SIGNS SIGNS SIGNS AS DIRECTED BY THE ENGINEER. FLAGS SHALL BE A MINIMUM OF 16” X 16”. X 16”. . 13. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORT. ALL SIGNS SHALL BE MOUNTED ON THEIR OWN STANDARD SIGN SUPPORT. 14. ALL TEMPORARY TRAFFIC CONTROL DEVICES AND ADVANCE WARNING SIGNS SHALL BE ALL TEMPORARY TRAFFIC CONTROL DEVICES AND ADVANCE WARNING SIGNS SHALL BE TEMPORARY TRAFFIC CONTROL DEVICES AND ADVANCE WARNING SIGNS SHALL BE TEMPORARY TRAFFIC CONTROL DEVICES AND ADVANCE WARNING SIGNS SHALL BE TRAFFIC CONTROL DEVICES AND ADVANCE WARNING SIGNS SHALL BE TRAFFIC CONTROL DEVICES AND ADVANCE WARNING SIGNS SHALL BE CONTROL DEVICES AND ADVANCE WARNING SIGNS SHALL BE CONTROL DEVICES AND ADVANCE WARNING SIGNS SHALL BE DEVICES AND ADVANCE WARNING SIGNS SHALL BE DEVICES AND ADVANCE WARNING SIGNS SHALL BE AND ADVANCE WARNING SIGNS SHALL BE AND ADVANCE WARNING SIGNS SHALL BE ADVANCE WARNING SIGNS SHALL BE ADVANCE WARNING SIGNS SHALL BE WARNING SIGNS SHALL BE WARNING SIGNS SHALL BE SIGNS SHALL BE SIGNS SHALL BE SHALL BE SHALL BE BE BE REMOVED IMMEDIATELY WHEN NO LONGER NEEDED. 15. PAVEMENT MARKINGS CONFLICTING WITH TRAFFIC PATTERNS SHALL BE REMOVED FROM PAVEMENT MARKINGS CONFLICTING WITH TRAFFIC PATTERNS SHALL BE REMOVED FROM MARKINGS CONFLICTING WITH TRAFFIC PATTERNS SHALL BE REMOVED FROM MARKINGS CONFLICTING WITH TRAFFIC PATTERNS SHALL BE REMOVED FROM CONFLICTING WITH TRAFFIC PATTERNS SHALL BE REMOVED FROM CONFLICTING WITH TRAFFIC PATTERNS SHALL BE REMOVED FROM WITH TRAFFIC PATTERNS SHALL BE REMOVED FROM WITH TRAFFIC PATTERNS SHALL BE REMOVED FROM TRAFFIC PATTERNS SHALL BE REMOVED FROM TRAFFIC PATTERNS SHALL BE REMOVED FROM PATTERNS SHALL BE REMOVED FROM PATTERNS SHALL BE REMOVED FROM SHALL BE REMOVED FROM SHALL BE REMOVED FROM BE REMOVED FROM BE REMOVED FROM REMOVED FROM REMOVED FROM FROM FROM THE TRAVEL PATH WITHIN THE LIMITS OF PROPOSED TEMPORARY PAVEMENT MARKINGS AS TRAVEL PATH WITHIN THE LIMITS OF PROPOSED TEMPORARY PAVEMENT MARKINGS AS TRAVEL PATH WITHIN THE LIMITS OF PROPOSED TEMPORARY PAVEMENT MARKINGS AS PATH WITHIN THE LIMITS OF PROPOSED TEMPORARY PAVEMENT MARKINGS AS PATH WITHIN THE LIMITS OF PROPOSED TEMPORARY PAVEMENT MARKINGS AS WITHIN THE LIMITS OF PROPOSED TEMPORARY PAVEMENT MARKINGS AS WITHIN THE LIMITS OF PROPOSED TEMPORARY PAVEMENT MARKINGS AS THE LIMITS OF PROPOSED TEMPORARY PAVEMENT MARKINGS AS THE LIMITS OF PROPOSED TEMPORARY PAVEMENT MARKINGS AS LIMITS OF PROPOSED TEMPORARY PAVEMENT MARKINGS AS LIMITS OF PROPOSED TEMPORARY PAVEMENT MARKINGS AS OF PROPOSED TEMPORARY PAVEMENT MARKINGS AS OF PROPOSED TEMPORARY PAVEMENT MARKINGS AS PROPOSED TEMPORARY PAVEMENT MARKINGS AS PROPOSED TEMPORARY PAVEMENT MARKINGS AS TEMPORARY PAVEMENT MARKINGS AS TEMPORARY PAVEMENT MARKINGS AS PAVEMENT MARKINGS AS PAVEMENT MARKINGS AS MARKINGS AS MARKINGS AS AS AS REQUIRED. UPON COMPLETION OF THE STAGE OF CONSTRUCTION, TEMPORARY MARKINGS UPON COMPLETION OF THE STAGE OF CONSTRUCTION, TEMPORARY MARKINGS UPON COMPLETION OF THE STAGE OF CONSTRUCTION, TEMPORARY MARKINGS COMPLETION OF THE STAGE OF CONSTRUCTION, TEMPORARY MARKINGS COMPLETION OF THE STAGE OF CONSTRUCTION, TEMPORARY MARKINGS OF THE STAGE OF CONSTRUCTION, TEMPORARY MARKINGS OF THE STAGE OF CONSTRUCTION, TEMPORARY MARKINGS THE STAGE OF CONSTRUCTION, TEMPORARY MARKINGS THE STAGE OF CONSTRUCTION, TEMPORARY MARKINGS STAGE OF CONSTRUCTION, TEMPORARY MARKINGS STAGE OF CONSTRUCTION, TEMPORARY MARKINGS OF CONSTRUCTION, TEMPORARY MARKINGS OF CONSTRUCTION, TEMPORARY MARKINGS CONSTRUCTION, TEMPORARY MARKINGS CONSTRUCTION, TEMPORARY MARKINGS TEMPORARY MARKINGS TEMPORARY MARKINGS MARKINGS MARKINGS SHALL BE REMOVED AND PERMANENT PAVEMENT MARKINGS SHALL BE INSTALLED IN THEIR BE REMOVED AND PERMANENT PAVEMENT MARKINGS SHALL BE INSTALLED IN THEIR BE REMOVED AND PERMANENT PAVEMENT MARKINGS SHALL BE INSTALLED IN THEIR REMOVED AND PERMANENT PAVEMENT MARKINGS SHALL BE INSTALLED IN THEIR REMOVED AND PERMANENT PAVEMENT MARKINGS SHALL BE INSTALLED IN THEIR AND PERMANENT PAVEMENT MARKINGS SHALL BE INSTALLED IN THEIR AND PERMANENT PAVEMENT MARKINGS SHALL BE INSTALLED IN THEIR PERMANENT PAVEMENT MARKINGS SHALL BE INSTALLED IN THEIR PERMANENT PAVEMENT MARKINGS SHALL BE INSTALLED IN THEIR PAVEMENT MARKINGS SHALL BE INSTALLED IN THEIR PAVEMENT MARKINGS SHALL BE INSTALLED IN THEIR MARKINGS SHALL BE INSTALLED IN THEIR MARKINGS SHALL BE INSTALLED IN THEIR SHALL BE INSTALLED IN THEIR SHALL BE INSTALLED IN THEIR BE INSTALLED IN THEIR BE INSTALLED IN THEIR INSTALLED IN THEIR INSTALLED IN THEIR IN THEIR IN THEIR THEIR THEIR ORIGINAL LOCATION.
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%%UTYPICAL LANE CLOSURE DETAIL
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%%U(2-LANE ROADWAY)
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NOT TO SCALE
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12 FT.
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350 FT.
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*
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MIN.
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WORK ZONE
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TAPER =
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100 FT
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P
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P
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350 FT.
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350 FT.
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350 FT.
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350 FT.
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700 FT
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BUFFER = 100'
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TAPER = L
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G20-2
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%%ULEGEND:
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POLICE OFFICER
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TYPE III PORTABLE
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BREAKAWAY BARRICADE
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DIRECTION OF TRAFFIC
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REFLECTORIZED PLASTIC DRUM
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WORK ZONE
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SIGN
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P
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S = POSTED SPEED OR OFF-PEAK 85TH
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PERCENTILE SPEED IN MPH
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L = TAPER LENGTH IN FEET
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W = WIDTH OF OFFSET IN FEET
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%%USPEED LIMIT
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40 MPH OR LESS
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45 MPH OR MORE
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L=WS
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L=WS/60
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2
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WORK ZONES SPEEDING FINES DOUBLED
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LETTER
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30
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24
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1
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SEE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND "STANDARD HIGHWAY SIGNS" BY FEDERAL HIGHWAY ADMINISTRATION (LATEST EDITIONS) FOR SPECIFICATIONS ON TEXT DIMENSION AND COLOR. (SEE ALSO THE "MASSACHUSETTS AMENDMENTS TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", AND "GUIDE SIGN POLICY FOR SECONDARY STATE HIGHWAYS" (LATEST EDITIONS) BY THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION).
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48
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36
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2
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2
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12.00
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2
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SEE "STANDARD DETAILS AND DRAWINGS FOR THE DEVELOPMENT OF TEMPORARY TRAFFIC CONTROL PLANS" AND "STANDARD HIGHWAY SIGNS" BY THE MASSACHUSETTS DEPARTMENT OF TRANSPORTATION (LATEST EDITIONS) FOR SPECIFICATIONS ON TEXT DIMENSION AND COLOR.
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AHEAD
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XX FT
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36
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36
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36
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9.00
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9.00
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9.00
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36
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36
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36
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MPH
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XX
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1
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ORANGE
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XX MILES AHEAD
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60
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30
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LOCAL TRAFFIC ONLY
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CLOSED
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XX FT
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9.00
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36
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W20-3
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THIS LINE IS ONE INCH LONG WHEN PLOTTED AT FULL SCALE ON A 22" X 34" DRAWING
