IFB_HSCGG1-17-B-PRV148_P7636047_DRAWINGS.pdf.pdf

PDF 6 MB Posted Jul 18, 2017

Attached to: Rebuild Water Distribution System at USCG Station Fire Island, Babylon, New York (Suffolk County)
Solicitation number: HSCGG1-17-B-PRV148
Issued by: Department of Homeland Security US Coast Guard

About this file

From the source

DRAWINGS - INVITATION FOR BID (IFB) HSCGG1-17-B-PRV148 STATION FIRE ISLAND WATER DISTRIBUTION SYSTEM

View the file

Other files

File	Type	Posted
BID_ABSTRACT_SOLICITATION_HSCGG1-17-B-PRV148.pdf	PDF	Aug 24, 2017
SOLICITATION_AMENDMENT_0002_IFB_HSCGG1-17-B-PRV148_WAGE_DECISION_NY12_MODIFICATION_NUMBER_18_DTD_08112017_SUFFOLK_COUNTY_NY.pdf	PDF	Aug 14, 2017
PERMIT_DOCUMENTS_IFB_HSCGG1-17-B-PRV148_STATION_FIRE_ISLAND_WATER_DISTRIBUTION_SYSTEM_REPLACEMENT.pdf	PDF	Aug 14, 2017
SOLICITATION_HSCGG1-17-B-PRV148_AMENDMENT_0002.pdf	PDF	Aug 14, 2017
SOLICITATION_AMENDMENT_0001_HSCGG117BPRV148.pdf	PDF	Aug 10, 2017
IFB_HSCGG1-17-B-PRV148_SPECIFICATIONS_P7636047.pdf.pdf	PDF	Jul 18, 2017
IFB_HSCGG1-17-B-PRV148_NY12_WAGE_DECISION_SUFFOLK_COUNTY_NY.pdf	PDF	Jul 18, 2017
IFB_HSCGG1-17-B-PRV148_-_Justification_and_Approval_-_Sole_Source_Construction_Materials_-_Redacted.pdf	PDF	Jul 18, 2017
INVITATION_FOR_BID_(IFB)_HSCGG1-17-B-PRV148_STATION_FIRE_ISLAND_WATER_DISTRIBUTION_SYSTEM.pdf	PDF	Jul 18, 2017

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

47A York Street Portland, Maine 04101 207.553.7753 colbycoengineering.com

02-28-17

O I

R E

C I

AutoCAD SHX Text

BABYLON, NEW YORK

AutoCAD SHX Text

UNITED STATES COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING UNIT PROVIDENCE

AutoCAD SHX Text

REBUILD WATER DISTRIBUTION SYSTEM

AutoCAD SHX Text

U.S. COAST GUARD STATION FIRE ISLAND

AutoCAD SHX Text N

AutoCAD SHX Text U

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

PROVIDENCE

AutoCAD SHX Text

ENGINEERING UNIT

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text O

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text G

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text

PROVIDENCE

AutoCAD SHX Text

HARTFORD

AutoCAD SHX Text N.Y.

AutoCAD SHX Text

HUDSON RIVER

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

VICINITY MAP

AutoCAD SHX Text

NONE

AutoCAD SHX Text N.J.

AutoCAD SHX Text

PA.

AutoCAD SHX Text

LONG ISLAND

AutoCAD SHX Text

SOUND

AutoCAD SHX Text

LONG ISLAND

AutoCAD SHX Text

CONN.

AutoCAD SHX Text

MASS.

AutoCAD SHX Text

ISLAND

AutoCAD SHX Text

BLOCK

AutoCAD SHX Text R.I.

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

LOCATION MAP

AutoCAD SHX Text

NONE

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

TECH. DIRECTOR

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

PROJECT ENG.

AutoCAD SHX Text

APPROVING OFFICER

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DISCIPLINE/SHT NO

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

BRANCH CHIEF

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A/E PROJECT NO:

AutoCAD SHX Text

CAD FILE NAME:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PLOT SCALE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

ISSUE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

ENGINEERING UNIT

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

PROVIDENCE

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

STA FIRE ISLAND

AutoCAD SHX Text

AutoCAD SHX Text 27A

AutoCAD SHX Text

WEST BAY SHORE

AutoCAD SHX Text

WEST ISLIP

AutoCAD SHX Text

ROBERT MOSES CAUSEWAY

AutoCAD SHX Text 27A

AutoCAD SHX Text

STA FIRE ISLAND

AutoCAD SHX Text

FIRE ISLAND

AutoCAD SHX Text

U. S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING UNIT

AutoCAD SHX Text

PROVIDENCE

AutoCAD SHX Text

USCG. CEU PROVIDENCE

AutoCAD SHX Text

475 KILVERT STREET, SUITE 100

AutoCAD SHX Text

WARWICK, RI 02886

AutoCAD SHX Text

AutoCAD SHX Text 02/28/2017

AutoCAD SHX Text

ISSUED FOR CONSTRUCTION

AutoCAD SHX Text 331.001.001

AutoCAD SHX Text P7636047D01.dwg

AutoCAD SHX Text 1:1

AutoCAD SHX Text

RLM

AutoCAD SHX Text

BVD

AutoCAD SHX Text

PML

AutoCAD SHX Text

MJL

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

REBUILD WATER DIST. SYSTEM

AutoCAD SHX Text

CG STA FIRE ISLAND

AutoCAD SHX Text

BABYLON

AutoCAD SHX Text

WATER DISTRIBUTION SYSTEM

AutoCAD SHX Text

GENERAL

AutoCAD SHX Text

TITLE SHEET

AutoCAD SHX Text

P. PAGE

AutoCAD SHX Text

G. GOSSELIN

AutoCAD SHX Text

A. A. JACOBS

AutoCAD SHX Text 7636047

AutoCAD SHX Text P7636047

AutoCAD SHX Text G-001

AutoCAD SHX Text

DRAWING INDEX

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text

DRAWING

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

AutoCAD SHX Text G-001

AutoCAD SHX Text

TITLE SHEET

AutoCAD SHX Text

AutoCAD SHX Text C-001

AutoCAD SHX Text

NOTES & ABBREVIATIONS

AutoCAD SHX Text

AutoCAD SHX Text C-101

AutoCAD SHX Text

SITE DEMOLITION PLAN

AutoCAD SHX Text

AutoCAD SHX Text C-102

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

AutoCAD SHX Text C-103

AutoCAD SHX Text

SITE PLAN (OPTION ITEM #1)

AutoCAD SHX Text

AutoCAD SHX Text C-104

AutoCAD SHX Text

TEMPORARY WATER PLAN

AutoCAD SHX Text

AutoCAD SHX Text C-105

AutoCAD SHX Text

SITE PLAN (OPTION ITEM #2)

AutoCAD SHX Text

AutoCAD SHX Text C-501

AutoCAD SHX Text

WATER DETAILS - 1

AutoCAD SHX Text

AutoCAD SHX Text C-502

AutoCAD SHX Text

WATER DETAILS - 2

AutoCAD SHX Text

AutoCAD SHX Text C-503

AutoCAD SHX Text

SEWER & WATER DETAILS

AutoCAD SHX Text

AutoCAD SHX Text C-504

AutoCAD SHX Text

PAVEMENT & SEWER DETAILS

AutoCAD SHX Text

AutoCAD SHX Text M-101

AutoCAD SHX Text

MECHANICAL PIPING PLAN

AutoCAD SHX Text

AutoCAD SHX Text M-401

AutoCAD SHX Text

PARTIAL PLANS

AutoCAD SHX Text BASE BID ITEMS: 1. REPLACE EXISTING WATER DISTRIBUTION SYSTEM SERVING THE STATION IN A PHASED APPROACH REPLACE EXISTING WATER DISTRIBUTION SYSTEM SERVING THE STATION IN A PHASED APPROACH AS INDICATED. 2. DEMOLISH THE EXISTING VALVE PIT AND HOT BOX. INSTALL THE WATER SERVICE ENTRANCE DEMOLISH THE EXISTING VALVE PIT AND HOT BOX. INSTALL THE WATER SERVICE ENTRANCE (COMPRISED OF BACKFLOW PREVENTER, METER, STRAINER, TEMPORARY FIRE WATER CONNECTION AND GATE VALVE IN THE EXISTING DC/BM SHOP.) 3. REPAIRS AND PATCHING TO EXISTING GRASS AREAS AND CONCRETE PAVED AREAS IMPACTED BY REPAIRS AND PATCHING TO EXISTING GRASS AREAS AND CONCRETE PAVED AREAS IMPACTED BY THE PROJECT. 4. TEMPORARY PIPING AND ASSOCIATED INFRASTRUCTURE SHALL BE PROVIDED TO MAINTAIN FULLY TEMPORARY PIPING AND ASSOCIATED INFRASTRUCTURE SHALL BE PROVIDED TO MAINTAIN FULLY OPERATIONAL SYSTEMS THROUGHOUT THE PROJECT DURATION. ANY DISCONNECTIONS IN SERVICE SHALL BE COORDINATED WITH THE USCG AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS. OPTIONAL BID ITEMS: 1. INSTALLATION OF AN INTERNAL POTABLE WATER LOOP TO PROVIDE A SYSTEM LOOP WITHIN THE INSTALLATION OF AN INTERNAL POTABLE WATER LOOP TO PROVIDE A SYSTEM LOOP WITHIN THE STATION SERVING THE RESIDENCES. REFER TO SHEET C-103 FOR OPTION ITEM #1. 2. A NEW GREASE INTERCEPTOR (1500 GALLONS) SHALL BE INSTALLED AND CONNECTED TO THE A NEW GREASE INTERCEPTOR (1500 GALLONS) SHALL BE INSTALLED AND CONNECTED TO THE EXISTING SANITARY SYSTEM AND NEW SANITARY SEWER SERVICE FROM STATION BUILDING TO SANITARY SEWER MANHOLE. REFER TO SHEET C-105 FOR OPTION ITEM #2.

AutoCAD SHX Text

PROJECT DESCRIPTION

AutoCAD SHX Text

(SUFFOLK COUNTY)

AutoCAD SHX Text X

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

AutoCAD SHX Text R

207.553.7753 colbycoengineering.com

02-28-17

O I

R E

C I

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

TECH. DIRECTOR

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

PROJECT ENG.

AutoCAD SHX Text

APPROVING OFFICER

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DISCIPLINE/SHT NO

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

BRANCH CHIEF

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A/E PROJECT NO:

AutoCAD SHX Text

CAD FILE NAME:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PLOT SCALE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

ISSUE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

%%UUTILITY NOTES

AutoCAD SHX Text

1. EXISTING UTILITIES SHOWN ON THE PROJECT DRAWINGS ARE LOCATED APPROXIMATELY AND SHALL BE EXISTING UTILITIES SHOWN ON THE PROJECT DRAWINGS ARE LOCATED APPROXIMATELY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. UTILITY LOCATIONS ARE BASED ON PHYSICAL LOCATIONS AND DRAWINGS PROVIDED BY THE COR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIRS OF ALL DISTURBED UTILITIES DURING CONSTRUCTION AT NO COST TO THE GOVERNMENT. . 2. THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY UTILITY CONNECTIONS THAT MAY BE REQUIRED THE CONTRACTOR SHALL ARRANGE FOR TEMPORARY UTILITY CONNECTIONS THAT MAY BE REQUIRED DURING CONSTRUCTION. 3. EXISTING UTILITIES TO REMAIN IN OPERATION SHALL BE PROTECTED FROM DAMAGE BY THE EXISTING UTILITIES TO REMAIN IN OPERATION SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTOR. ANY DAMAGE TO EXISTING UTILITIES TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE USCG. USCG. . 4. THE CONTRACTOR IS RESPONSIBLE FOR CALLING DIG-SAFE 72 HOURS PRIOR TO COMMENCEMENT OF THE CONTRACTOR IS RESPONSIBLE FOR CALLING DIG-SAFE 72 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING COAST GUARD OWNED UTILITIES ON SITE. COST FOR LOCATING UTILITIES WITHIN THE PROJECT AREA IS THE CONTRACTOR'S RESPONSIBILITY. 5. WHERE CONTRACTOR ENCOUNTERS EXISTING PIPES AND CONDUIT WITHIN THE LIMIT OF EXCAVATION FOR WHERE CONTRACTOR ENCOUNTERS EXISTING PIPES AND CONDUIT WITHIN THE LIMIT OF EXCAVATION FOR THE WORK OF THE PROJECT, CONTRACTOR SHALL REMOVE THE PIPES AND CONDUIT, WITHIN THOSE LIMITS OF EXCAVATION THAT ARE NO LONGER REQUIRED TO BE ACTIVE AND PLUG AND ABANDON REMAINING PIPES AND CONDUITS IN PLACE. 6. CONTRACTOR SHALL PROVIDE HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES ENCOUNTERED OR CONTRACTOR SHALL PROVIDE HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES ENCOUNTERED OR ABANDONED ON RECORD DRAWINGS AT THE COMPLETION OF WORK.

AutoCAD SHX Text

1. THE CONTRACTOR SHALL COORDINATE MATERIAL STORAGE AND LAYDOWN AREAS WITH THE THE CONTRACTOR SHALL COORDINATE MATERIAL STORAGE AND LAYDOWN AREAS WITH THE GOVERNMENT. LIMITED PARKING FOR CONTRACTOR EMPLOYEES WITHIN THE PROJECT SITE OR USCG'S PARKING LOT WILL BE PERMITTED WITH THE APPROVAL OF THE CONTRACTING OFFICER. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING TRAFFIC FLOW DURING CONSTRUCTION MAINTAINING EXISTING TRAFFIC CONTROL SIGNAGE AND INFORMATIONAL SIGNS DURING PROGRESS OF THE WORK WHERE POSSIBLE. PROVIDE ADDITIONAL SIGNAGE AS NECESSARY TO DIRECT VEHICLES AND PEDESTRIANS AROUND CONSTRUCTION SITE. 3. ALL CONSTRUCTION MATERIALS SHALL BE TRANSPORTED TO AND FROM THE SITE IN COVERED ALL CONSTRUCTION MATERIALS SHALL BE TRANSPORTED TO AND FROM THE SITE IN COVERED VEHICLES. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THEIR SECURITY AT ALL TIMES DURING THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THEIR SECURITY AT ALL TIMES DURING CONSTRUCTION. 5. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE O.S.H.A. REGULATIONS AND SAFETY THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE O.S.H.A. REGULATIONS AND SAFETY REQUIREMENTS. 6. CONTRACTOR SHALL PROVIDE QUALIFIED PERSONNEL ON SITE CAPABLE OF PROVIDING HORIZONTAL CONTRACTOR SHALL PROVIDE QUALIFIED PERSONNEL ON SITE CAPABLE OF PROVIDING HORIZONTAL AND VERTICAL CONTROL. 7. ALL SURPLUS MATERIAL, AS DETERMINED BY THE CONTRACTING OFFICER, SHALL BECOME THE ALL SURPLUS MATERIAL, AS DETERMINED BY THE CONTRACTING OFFICER, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF USCG'S PROPERTY. 8. ALL UTILITY PIPES AND STRUCTURES REMOVED AS PART OF THE CONSTRUCTION SHALL BE DISPOSED ALL UTILITY PIPES AND STRUCTURES REMOVED AS PART OF THE CONSTRUCTION SHALL BE DISPOSED OF OFF SITE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL GOVERNMENT REGULATIONS AT THE CONTRACTOR'S EXPENSE. 9. ALL CONSTRUCTION SIGNS SHALL BE DESIGNED TO WITHSTAND 50MPH VELOCITY WINDS AND BE ALL CONSTRUCTION SIGNS SHALL BE DESIGNED TO WITHSTAND 50MPH VELOCITY WINDS AND BE PREPARED BY A PROFESSIONAL SIGN COMPANY. 10. THE EXPOSED SOIL SURFACE SHALL BE MOISTENED PERIODICALLY WITH ADEQUATE WATER TO THE EXPOSED SOIL SURFACE SHALL BE MOISTENED PERIODICALLY WITH ADEQUATE WATER TO CONTROL DUST. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE THE SITE SAFE FOR USCG STATION USERS AT THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE THE SITE SAFE FOR USCG STATION USERS AT ALL TIMES. INSTALL BARRIERS, SIGNS AND OTHER MEANS AS REQUIRED TO MAKE SAFE. 12. THE CONTRACTOR SHALL FLUSH, DISINFECT AND TEST WATER QUALITY IN WATER MAINS IN THE CONTRACTOR SHALL FLUSH, DISINFECT AND TEST WATER QUALITY IN WATER MAINS IN ACCORDANCE WITH AWWA C651 & SUFFOLK COUNTY WATER AUTHORITY/ ROBERT MOSES WATER DISTRICT REQUIREMENTS. THE TABLET METHOD SHALL NOT BE USED FOR CHLORINATION OF SOLVENT WELDED PLASTIC OR SCREW-JOINT STEEL PIPE DUE TO THE DANGER OF FIRE OR EXPLOSION FROM THE REACTION OF THE JOINT COMPOUNDS WITH CALCIUM HYPOCHLORITE.

AutoCAD SHX Text

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT. THE CONTRACTOR SHALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL FIELD LAYOUT. THE CONTRACTOR SHALL MAKE TIES TO ALL UTILITY CONNECTIONS AND PROVIDE MARKED-UP RECORD DRAWINGS FOR ALL PROPOSED UTILITIES SHOWING TIES TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES AND INVERTS. 2. THE COR SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE THE COR SHALL BE NOTIFIED IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN ON THE PLANS. THE CONTRACTOR'S WORK SHALL NOT VARY FROM THE PLANS WITHOUT THE EXPRESSED WRITTEN APPROVAL FROM THE CONTRACTING OFFICER. 3. THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING THE CONTRACTOR IS INSTRUCTED TO COOPERATE WITH ANY AND ALL OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE DURING THE PERFORMANCE OF THIS CONTRACT. 4. THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS AND OTHER PUBLIC OR PRIVATE THE CONTRACTOR SHALL RESTORE LAWNS, DRIVEWAYS, CULVERTS, SIGNS AND OTHER PUBLIC OR PRIVATE PROPERTY DAMAGED OR REMOVED TO PRE-CONSTRUCTION CONDITION DETERMINED BY THE COR AT THE CONTRACTOR'S EXPENSE. ANY DAMAGED TREES, SHRUBS AND/OR HEDGES SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. 5. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIRED PERMITS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND INCURRING THE COST OF ALL REQUIRED THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, AND INCURRING THE COST OF ALL REQUIRED PERMITS, INSPECTIONS, CERTIFICATES. 7. THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION THE CONTRACTOR SHALL PROTECT EXISTING PROPERTY LINE MONUMENTATION. ANY MONUMENTATION DISTURBED OR DESTROYED, AS JUDGED BY THE CONTRACTING OFFICER SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE UNDER THE SUPERVISION OF A NEW YORK STATE LICENSED LAND SURVEYOR. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND SPECIFICATIONS, AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO EXAMINE ALL PLAN SHEETS AND SPECIFICATIONS, AND COORDINATE WORK WITH ALL CONTRACTS FOR THE SITE. 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONDUCT EXPLORATORY TEST PITS AS MAY BE REQUIRED THE CONTRACTOR SHALL BE RESPONSIBLE TO CONDUCT EXPLORATORY TEST PITS AS MAY BE REQUIRED TO DETERMINE UNDERGROUND CONDITIONS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SURFACE DRAINAGE DURING THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF SURFACE DRAINAGE DURING THE COURSE OF WORK. 11. THE CONTRACTOR SHALL GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE. THE CONTRACTOR SHALL GRADE ALL AREAS ON THE SITE TO PROVIDE POSITIVE DRAINAGE. 12. THE CONTRACTOR SHALL PROVIDE A DETAILED SCHEDULE OF WORK TO THE GOVERNMENT. WORK SHALL THE CONTRACTOR SHALL PROVIDE A DETAILED SCHEDULE OF WORK TO THE GOVERNMENT. WORK SHALL BE COORDINATED TO MINIMIZE DISTURBANCE TO ONGOING OPERATIONS OF THE USCG STATION. CONTRACTOR SHALL NOTIFY DUTY OFFICER 24 HOURS PRIOR TO SECURING WATER FOR SYSTEM SWAP OVER. WATER OUTAGE MUST BE MINIMIZED AND NOT INTERFERE WITH GALLEY FOOD SERVICE. 13. THE CONTRACTOR SHALL KEEP ALL MEANS OF EGRESS CLEARED FOR THE DURATION OF THE PROJECT.THE CONTRACTOR SHALL KEEP ALL MEANS OF EGRESS CLEARED FOR THE DURATION OF THE PROJECT.

AutoCAD SHX Text @ ABAND ACP ADA ANSI APPROX AWWA BFP CB CMU COMM CONC COND COR CPP CTS DCW D.I. , DIADMH DWG DWGS EBBA ELEC ELEV EMH EPO EQUIP EXIST FF GAL GALV HDPE IN LF MAX MH MIN NFPA N/A NIC NSF NTS OH OHE OSHA PSI PVC RCP SMH SQ TEMP T.O.C. TVVD TYP UG UGE UL VCP VIF W/

AutoCAD SHX Text AT ABANDONED ASBESTOS CEMENT PIPE AMERICANS WITH DISABILITIES ACT AMERICAN NATIONAL STANDARDS INSTITUTE APPROXIMATELY AMERICAN WATER WORKS ASSOCIATION BACK FLOW PREVENTER CATCH BASIN CONCRETE MASONRY BLOCK COMMUNICATION CONCRETE CONDUIT CONTRACTING OFFICER'S REPRESENTATIVE CORRUGATED PLASTIC PIPE COPPER SIZED TUBING POLYETHYLENE PIPE DOMESTIC COLD WATER DUCTILE IRON DIAMETER DRAIN MANHOLE DRAWING DRAWINGS EBBA IRONWORKS ELECTRIC ELEVATION ELECTRIC MANHOLE ENGINEERING PETTY OFFICER EQUIPMENT EXISTING FINISH FLOOR GALLON GALVANIZED HI DENSITY POLYETHYLENE INCHES LINEAR FEET MAXIMUM MANHOLE MINIMUM NATIONAL FIRE PROTECTION ASSOCIATION NOT APPLICABLE NOT IN CONTRACT NATIONAL SANITATION FOUNDATION NOT TO SCALE OVERHEAD OVERHEAD ELECTRIC OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION POUNDS PER SQUARE INCH POLY VINYL CHLORIDE REINFORCED CONCRETE PIPE SANITARY SEWER MANHOLE SQUARE TEMPORARY TOP OF CONCRETE TELEPHONE VIDEO VOICE AND DATA TYPICAL UNDERGROUND UNDERGROUND ELECTRIC UNDERWRITERS LABORATORIES VITRIFIED CLAY PIPE VERIFY IN FIELD WITH

AutoCAD SHX Text

%%UGENERAL NOTES

AutoCAD SHX Text

%%UCONSTRUCTION NOTES

AutoCAD SHX Text

%%UABBREVIATIONS

AutoCAD SHX Text

TIE TO EXISTING

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

BURIED VALVE

AutoCAD SHX Text

BACK FLOW PREVENTER

AutoCAD SHX Text

CONCENTRIC REDUCER

AutoCAD SHX Text W

AutoCAD SHX Text

WATER LINE

AutoCAD SHX Text

%%ULEGEND

AutoCAD SHX Text

TEMPORARY WATER LINE

AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL COORDINATE WITH THE USCG COR AND THE STATION EPO TO MINIMIZE CONTRACTOR SHALL COORDINATE WITH THE USCG COR AND THE STATION EPO TO MINIMIZE POTABLE WATER OUTAGES IN MULTI-MISSION BUILDING AND RESIDENCES. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT PLANS AND ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT PLANS AND SPECIFICATIONS. 3. PRIOR TO ACCEPTANCE OF WORK, EACH NEW HYDRANT SHALL BE FLOW TESTED TO ENSURE A PRIOR TO ACCEPTANCE OF WORK, EACH NEW HYDRANT SHALL BE FLOW TESTED TO ENSURE A FLOW OF 500 GPM @ 37 PSI RESIDUAL PRESSURE. UTILITY CONTACTS: ROBERT MOSES WATER DISTRICT CRAIG MILNE (516) 743-0535 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES JOSHUA MEDNICK (631) 852-5513

AutoCAD SHX Text W

AutoCAD SHX Text

WATER LINE TO BE REMOVED

AutoCAD SHX Text

FLANGE CONNECTION

AutoCAD SHX Text

PIPE BEND DOWN

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text

ENGINEERING UNIT

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

PROVIDENCE

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

U. S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING UNIT

AutoCAD SHX Text

PROVIDENCE

AutoCAD SHX Text

USCG. CEU PROVIDENCE

AutoCAD SHX Text

475 KILVERT STREET, SUITE 100

AutoCAD SHX Text

WARWICK, RI 02886

AutoCAD SHX Text

AutoCAD SHX Text 02/28/2017

AutoCAD SHX Text

ISSSUED FOR CONSTRUCTION

AutoCAD SHX Text 331.001.001

AutoCAD SHX Text P7636047D02.dwg

AutoCAD SHX Text 1:1

AutoCAD SHX Text

RLM

AutoCAD SHX Text

BVD

AutoCAD SHX Text

PML

AutoCAD SHX Text

MJL

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

REBUILD WATER DIST. SYSTEM

AutoCAD SHX Text

CG STA FIRE ISLAND

AutoCAD SHX Text

BABYLON

AutoCAD SHX Text

WATER DISTRIBUTION SYSTEM

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

NOTES & ABBREVIATIONS

AutoCAD SHX Text

P. PAGE

AutoCAD SHX Text

G. GOSSELIN

AutoCAD SHX Text

A. A. JACOBS

AutoCAD SHX Text 7636047

AutoCAD SHX Text P7636047

AutoCAD SHX Text C-001

AutoCAD SHX Text

CUT AND PATCH CONCRETE PAVEMENT

AutoCAD SHX Text

CUT AND PATCH CONCRETE PAVEMENT - BID OPTION #2

AutoCAD SHX Text X

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

207.553.7753 colbycoengineering.com

02-28-17

O I

R E

C I

AutoCAD SHX Text D

AutoCAD SHX Text

COAST GUARD STATION ROAD

AutoCAD SHX Text

ROBERT MOSES STATE PARKWAY

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

TEST HOLE 01

AutoCAD SHX Text

TEST HOLE 03

AutoCAD SHX Text

TEST HOLE 02

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

PLAYGROUND

AutoCAD SHX Text

TOWER

AutoCAD SHX Text

DC & BM SHOP

AutoCAD SHX Text

STATION BUILDING

AutoCAD SHX Text

BOAT HOUSE

AutoCAD SHX Text

4" CAST IRON WATER

AutoCAD SHX Text

PVC

AutoCAD SHX Text

4" CI LINED SANITARY

AutoCAD SHX Text

PUMP

AutoCAD SHX Text

4" CAST IRON WATER

AutoCAD SHX Text

PWMN001

AutoCAD SHX Text

SSMH001 TOP = 8.2 (APPROX.) INV. IN = 5.87 (APPROX.)

AutoCAD SHX Text

DECOMMISSIONED CLEANOUT OF PREVIOUS LEACHING SYSTEM

AutoCAD SHX Text

DECOMMISSIONED CLEANOUT OF PREVIOUS LEACHING SYSTEM

AutoCAD SHX Text

DECOMMISSIONED CLEANOUT OF PREVIOUS LEACHING SYSTEM

AutoCAD SHX Text

ELECTRIC MH

AutoCAD SHX Text

SANITARY LATERAL CAPPED

AutoCAD SHX Text

CONNECTION TO THE RMSP 10" DIA WATERMAIN

AutoCAD SHX Text D

AutoCAD SHX Text J

AutoCAD SHX Text

IRR CONTROL

AutoCAD SHX Text

EXISTING 10" DIA CAST IRON WATERMAIN

AutoCAD SHX Text H

AutoCAD SHX Text

4" RISER

AutoCAD SHX Text

REMOVE EXISTING FIRE HYDRANTS

AutoCAD SHX Text

REMOVE HOT BOX & VALVE PIT. BACK FILL WITH CLEAN SAND

AutoCAD SHX Text

REMOVE EXISTING 4" WATER PIPE

AutoCAD SHX Text

REMOVE EXISTING WATER MAIN AND SERVICES (SEE PHASING FOR TIMING AND REMOVAL)

AutoCAD SHX Text

REMOVE EXISTING FIRE HYDRANTS

AutoCAD SHX Text EXISTING COPPER SERVICE TO REMAIN AND BE USED WITH TEMPORARY WATER SYSTEM (TYPICAL FOR ALL RESIDENCES)

AutoCAD SHX Text

REMOVE 4" CI SANITARY SEWER

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

TECH. DIRECTOR

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

PROJECT ENG.

AutoCAD SHX Text

APPROVING OFFICER

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DISCIPLINE/SHT NO

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

BRANCH CHIEF

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A/E PROJECT NO:

AutoCAD SHX Text

CAD FILE NAME:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PLOT SCALE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

ISSUE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

ENGINEERING UNIT

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

PROVIDENCE

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

DEMOLITION KEYED NOTES: DEMOLITION ASSOCIATED WITH OPTION ITEM #2

AutoCAD SHX Text

AutoCAD SHX Text 50'

AutoCAD SHX Text 100'

AutoCAD SHX Text Scale: 1" = 50'-0"

AutoCAD SHX Text NOTES: 1. SEE DRAWING C-001 FOR GENERAL NOTES & LEGEND. SEE DRAWING C-001 FOR GENERAL NOTES & LEGEND. 2. BEGINNING AT THE TIE-IN POINT ALL EXISTING POTABLE WATER BEGINNING AT THE TIE-IN POINT ALL EXISTING POTABLE WATER AND FIRE PROTECTION PIPING SHALL BE MAINTAINED UNTIL TEMPORARY SYSTEM IS ACCEPTED. 3. REMOVE EXISTING FIRE HYDRANTS. REMOVE EXISTING FIRE HYDRANTS.

AutoCAD SHX Text

SCALE 1" = 50'-0"

AutoCAD SHX Text

SITE DEMOLITION PLAN

AutoCAD SHX Text A1

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text

ENGINEERING UNIT

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

PROVIDENCE

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

U. S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING UNIT

AutoCAD SHX Text

PROVIDENCE

AutoCAD SHX Text

USCG. CEU PROVIDENCE

AutoCAD SHX Text

475 KILVERT STREET, SUITE 100

AutoCAD SHX Text

WARWICK, RI 02886

AutoCAD SHX Text

AutoCAD SHX Text 02/28/2017

AutoCAD SHX Text

ISSUED FOR CONSTRUCTION

AutoCAD SHX Text 331.001.001

AutoCAD SHX Text P7636047D03.dwg

AutoCAD SHX Text 1:1

AutoCAD SHX Text

RLM

AutoCAD SHX Text

BVD

AutoCAD SHX Text

PML

AutoCAD SHX Text

MJL

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

REBUILD WATER DIST. SYSTEM

AutoCAD SHX Text

CG STA FIRE ISLAND

AutoCAD SHX Text

BABYLON

AutoCAD SHX Text

WATER DISTRIBUTION SYSTEM

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

SITE DEMOLITION PLAN

AutoCAD SHX Text

P. PAGE

AutoCAD SHX Text

G. GOSSELIN

AutoCAD SHX Text

A. A. JACOBS

AutoCAD SHX Text 7636047

AutoCAD SHX Text P7636047

AutoCAD SHX Text C-101

AutoCAD SHX Text

AutoCAD SHX Text PROJECT PHASING: 1. CONSTRUCT NEW PIPING TIE IN AS SHOWN ON DETAIL A4/C-102. CONSTRUCT NEW PIPING TIE IN AS SHOWN ON DETAIL A4/C-102. 2. CONSTRUCT 8" NEW PIPE FROM GATE VALVE 'B' (SEE DETAIL A4/C-102) CONSTRUCT 8" NEW PIPE FROM GATE VALVE 'B' (SEE DETAIL A4/C-102) AT NEW PIPING TIE IN TO THE DC & BM SHOP. 3. CONSTRUCT IMPROVEMENTS IN DC & BM SHOP, SEE DETAILS A1, A2 & CONSTRUCT IMPROVEMENTS IN DC & BM SHOP, SEE DETAILS A1, A2 & A3 ON SHEET M-401. 4. CONSTRUCT PIPE FROM DC & BM SHOP TO HYDRANT 'A' & GATE VALVE. CONSTRUCT PIPE FROM DC & BM SHOP TO HYDRANT 'A' & GATE VALVE. 5. CONSTRUCT COMPLETE ABOVE GRADE TEMPORARY WATER SYSTEM (DO CONSTRUCT COMPLETE ABOVE GRADE TEMPORARY WATER SYSTEM (DO NOT CONNECT SERVICES UNTIL MAIN IS DISINFECTED AND APPROVED). 6. CONSTRUCT TEMPORARY HYDRANT. CONSTRUCT TEMPORARY HYDRANT. 7. DISINFECT AND SEEK APPROVAL FROM ROBERT MOSES WATER DISTRICT DISINFECT AND SEEK APPROVAL FROM ROBERT MOSES WATER DISTRICT (CONTACT: CRAIG MILNE, (516) 743-0535) FOR TEMPORARY MAIN AND NEW SECTION OF PIPE. 8. DISCONNECT ALL SERVICES FROM EXISTING WATER SYSTEM AND DISCONNECT ALL SERVICES FROM EXISTING WATER SYSTEM AND RECONNECT TO TEMPORARY WATER SYSTEM. 9. SHUT OFF EXISTING WATER SYSTEM AT GATE VALVE 'C' (SEE DETAIL SHUT OFF EXISTING WATER SYSTEM AT GATE VALVE 'C' (SEE DETAIL A4/C102), CONSTRUCT BLIND FLANGE ONE PIPE LENGTH BEYOND 6" GATE VALVE ON EXISTING WATER SYSTEM. BEGIN REMOVAL OF EXISTING WATER SYSTEM. CONSTRUCT NEW PIPE IN TRENCH BEFORE BACKFILLING. NOTE: DO NOT PAVE UNTIL NEW WATER MAIN HAS BEEN TESTED AND DO NOT PAVE UNTIL NEW WATER MAIN HAS BEEN TESTED AND APPROVED. 10. ONCE ALL NEW MAINS HAVE BEEN APPROVED; PRESSURIZE THE SYSTEM ONCE ALL NEW MAINS HAVE BEEN APPROVED; PRESSURIZE THE SYSTEM AND BEGIN CONNECTING ALL SERVICES. (AT THIS POINT BOTH TEMP AND NEW WATER WILL BE OPERATING.) 11. AFTER ALL SERVICE CONNECTIONS HAVE BEEN MADE TO THE NEW MAINS, AFTER ALL SERVICE CONNECTIONS HAVE BEEN MADE TO THE NEW MAINS, SHUT OFF TEMP SYSTEM AND REMOVE. 12. REPAIR ALL PAVEMENT, GRASS AND FENCING TO PRIOR CONDITION OR REPAIR ALL PAVEMENT, GRASS AND FENCING TO PRIOR CONDITION OR BETTER.

AutoCAD SHX Text X

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

207.553.7753 colbycoengineering.com

02-28-17

O I

R E

C I

AutoCAD SHX Text D

AutoCAD SHX Text

COAST GUARD STATION ROAD

AutoCAD SHX Text

ROBERT MOSES STATE PARKWAY

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

TEST HOLE 01

AutoCAD SHX Text

TEST HOLE 03

AutoCAD SHX Text

TEST HOLE 02

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

PLAYGROUND

AutoCAD SHX Text

TOWER

AutoCAD SHX Text

DC & BM SHOP

AutoCAD SHX Text

STATION BUILDING

AutoCAD SHX Text

BOAT HOUSE

AutoCAD SHX Text

4" CAST IRON WATER

AutoCAD SHX Text

PVC

AutoCAD SHX Text

4" CI LINED SANITARY

AutoCAD SHX Text

PUMP

AutoCAD SHX Text

4" CAST IRON WATER

AutoCAD SHX Text

PWMN001

AutoCAD SHX Text

SSMH001 TOP = 8.2 (APPROX.) INV. IN = 5.87 (APPROX.)

AutoCAD SHX Text

DECOMMISSIONED CLEANOUT OF PREVIOUS LEACHING SYSTEM

AutoCAD SHX Text

DECOMMISSIONED CLEANOUT OF PREVIOUS LEACHING SYSTEM

AutoCAD SHX Text

DECOMMISSIONED CLEANOUT OF PREVIOUS LEACHING SYSTEM

AutoCAD SHX Text

ELECTRIC MH

AutoCAD SHX Text

SANITARY LATERAL CAPPED

AutoCAD SHX Text

CONNECTION TO THE RMSP 10" DIA WATERMAIN

AutoCAD SHX Text D

AutoCAD SHX Text J

AutoCAD SHX Text

IRR CONTROL

AutoCAD SHX Text

EXISTING 10" DIA CAST IRON WATERMAIN

AutoCAD SHX Text H

AutoCAD SHX Text

4" RISER

AutoCAD SHX Text 1" SERVICE (TYPE "K" COPPER) TO TIE INTO EXISTING SERVICE (TYP. x13)

AutoCAD SHX Text

AutoCAD SHX Text 8x4 REDUCER WITH THRUST BLOCK

AutoCAD SHX Text

SAWCUT AND PATCH CONCRETE PAVEMENT (TYP.)

AutoCAD SHX Text

11.25° BEND WITHTHRUST BLOCK

AutoCAD SHX Text

45° BEND WITHTHRUST BLOCK

AutoCAD SHX Text

45° BEND WITHTHRUST BLOCK

AutoCAD SHX Text 8x8x8 TEE WITH THRUST BLOCK

AutoCAD SHX Text

45° BEND WITHTHRUST BLOCK

AutoCAD SHX Text

22.5° BEND WITHTHRUST BLOCK

AutoCAD SHX Text 8x8x8 TEE WITH THRUST BLOCK

AutoCAD SHX Text

2" BLOW-OFF WITH GATE VALVE AND THRUST BLOCK

AutoCAD SHX Text

HYDRANT 'A' WITH GATE VALVE AND THRUST BLOCK

AutoCAD SHX Text

HYDRANT 'B' WITH GATE VALVE AND THRUST BLOCK

AutoCAD SHX Text

HYDRANT 'D' WITH GATE VALVE AND THRUST BLOCK

AutoCAD SHX Text 8x8x8 TEE WITH THRUST BLOCK

AutoCAD SHX Text

INSTALL NEW SERVICE TAP AND CURB STOP

AutoCAD SHX Text

HYDRANT 'C' WITH GATE VALVE AND THRUST BLOCK

AutoCAD SHX Text

GATE VALVE TO REMAIN CLOSED UNTIL WATERMAIN IS DISINFECTED, TESTED AND APPROVED.

AutoCAD SHX Text

INSTALL BACKFLOW PREVENTER & WATER METER INSIDE DC & BM SHOP.

AutoCAD SHX Text A1

AutoCAD SHX Text C-501

AutoCAD SHX Text B1

AutoCAD SHX Text C-501

AutoCAD SHX Text A1

AutoCAD SHX Text M-401

AutoCAD SHX Text A4

AutoCAD SHX Text C-102

AutoCAD SHX Text A1

AutoCAD SHX Text C-501

AutoCAD SHX Text A1

AutoCAD SHX Text C-501

AutoCAD SHX Text B3

AutoCAD SHX Text M-401

AutoCAD SHX Text C2

AutoCAD SHX Text C-503

AutoCAD SHX Text C3

AutoCAD SHX Text C-503

AutoCAD SHX Text C4

AutoCAD SHX Text C-503

AutoCAD SHX Text 8x8x4 TEE WITH THRUST BLOCK

AutoCAD SHX Text A1

AutoCAD SHX Text C-501

AutoCAD SHX Text

45° BEND WITHTHRUST BLOCK

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text (TYP. x13)

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

TECH. DIRECTOR

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

PROJECT ENG.

AutoCAD SHX Text

APPROVING OFFICER

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DISCIPLINE/SHT NO

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

BRANCH CHIEF

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A/E PROJECT NO:

AutoCAD SHX Text

CAD FILE NAME:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PLOT SCALE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

ISSUE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

ENGINEERING UNIT

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

PROVIDENCE

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

AutoCAD SHX Text 50'

AutoCAD SHX Text 100'

AutoCAD SHX Text Scale: 1" = 50'-0"

AutoCAD SHX Text NOTE: 1. SEE DRAWING C-001 FOR GENERAL SEE DRAWING C-001 FOR GENERAL NOTES & LEGEND. 2. ALL PROPOSED WATER MAINS TO BE ALL PROPOSED WATER MAINS TO BE LOCATED IN THE SAME TRENCH AS REMOVED WATER MAIN. 3. SEE DRAWING C-502 FOR ALL THRUST SEE DRAWING C-502 FOR ALL THRUST BLOCK DETAILS

AutoCAD SHX Text

SCALE 1" = 50'-0"

AutoCAD SHX Text

PROPOSED UNDERGROUND POTABLE/FIRE WATER MAIN (BASE BID)

AutoCAD SHX Text A1

AutoCAD SHX Text KEYED NOTES: RECONNECT EXISTING 1" POLYETHYLENE TUBING SERVING THE THREE DOCKS. RECONNECTED BOAT HOUSE PIPING WILL TRANSITION TO THE 1" POLYETHYLENE TUBING IN THE BOAT HOUSE. RECONNECT 4" D.I. CL. 52 TO STATION BUILDING

AutoCAD SHX Text

SCALE: NTS

AutoCAD SHX Text

NEW PIPING TIE-IN DETAIL

AutoCAD SHX Text A4

AutoCAD SHX Text

8"X6" REDUCER

AutoCAD SHX Text NOTES: 1. THE COR SHALL BE NOTIFIED IF 6" SERVICE DOES NOT EXTEND TO USCG THE COR SHALL BE NOTIFIED IF 6" SERVICE DOES NOT EXTEND TO USCG PROPERTY. 2. CONTRACTOR IS RESPONSIBLE FOR VERIFYING SIZE, CONDITION AND LOCATION OF CONTRACTOR IS RESPONSIBLE FOR VERIFYING SIZE, CONDITION AND LOCATION OF 6" WATER MAIN. 3. IN ORDER TO ACCOMPLISH THIS WORK, WATER SERVICE TO STATION WILL BE IN ORDER TO ACCOMPLISH THIS WORK, WATER SERVICE TO STATION WILL BE DISRUPTED. CONTRACTOR SHALL PRE-ASSEMBLE COMPONENTS TO MAXIMUM EXTENT PRACTICABLE TO MINIMIZE WATER SERVICE DISRUPTION. 4. COORDINATE TIE-INS AND SHUT DOWN OF EXISTING 6" WATER SUPPLY WITH COORDINATE TIE-INS AND SHUT DOWN OF EXISTING 6" WATER SUPPLY WITH ROBERT MOSES WATER DISTRICT

AutoCAD SHX Text

6" GATE VALVE 'B'

AutoCAD SHX Text

CUT IN 6" GATE VALVE 'C'

AutoCAD SHX Text

U. S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING UNIT

AutoCAD SHX Text

PROVIDENCE

AutoCAD SHX Text

USCG. CEU PROVIDENCE

AutoCAD SHX Text

475 KILVERT STREET, SUITE 100

AutoCAD SHX Text

WARWICK, RI 02886

AutoCAD SHX Text

AutoCAD SHX Text 02/28/2017

AutoCAD SHX Text

ISSUED FOR CONSTRUCTION

AutoCAD SHX Text 331.001.001

AutoCAD SHX Text P7636047D04.dwg

AutoCAD SHX Text 1:1

AutoCAD SHX Text

RLM

AutoCAD SHX Text

ZRJ

AutoCAD SHX Text

RLM

AutoCAD SHX Text

MJL

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

REBUILD WATER DIST. SYSTEM

AutoCAD SHX Text

CG STA FIRE ISLAND

AutoCAD SHX Text

BABYLON

AutoCAD SHX Text

WATER DISTRIBUTION SYSTEM

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

SITE PLAN

AutoCAD SHX Text

P. PAGE

AutoCAD SHX Text

G. GOSSELIN

AutoCAD SHX Text

A. A. JACOBS

AutoCAD SHX Text 7636047

AutoCAD SHX Text P7636047

AutoCAD SHX Text C-102

AutoCAD SHX Text

CUT IN 6" GATE VALVE 'A'

AutoCAD SHX Text 6"x6" TEE

AutoCAD SHX Text 8" 45° BEND(x2)

AutoCAD SHX Text

TO DC&BM SHOP

AutoCAD SHX Text

THRUST BLOCK

AutoCAD SHX Text

6" BLIND FLANGE

AutoCAD SHX Text

ONE PIPE LENGTH OF EXISTING WATER MAIN TO REMAIN AND BE CAPPED BY BLIND FLANGE

AutoCAD SHX Text X

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

207.553.7753 colbycoengineering.com

47A York Street Portland, Maine 04101 207.553.7753 colbycoengineering.com

02-28-17

O I

R E

C I

AutoCAD SHX Text D

AutoCAD SHX Text

COAST GUARD STATION ROAD

AutoCAD SHX Text

ROBERT MOSES STATE PARKWAY

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

TEST HOLE 01

AutoCAD SHX Text

TEST HOLE 03

AutoCAD SHX Text

TEST HOLE 02

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

PLAYGROUND

AutoCAD SHX Text

TOWER

AutoCAD SHX Text

DC & BM SHOP

AutoCAD SHX Text

STATION BUILDING

AutoCAD SHX Text

BOAT HOUSE

AutoCAD SHX Text

4" CAST IRON WATER

AutoCAD SHX Text

PVC

AutoCAD SHX Text

4" CI LINED SANITARY

AutoCAD SHX Text

PUMP

AutoCAD SHX Text

4" CAST IRON WATER

AutoCAD SHX Text

PWMN001

AutoCAD SHX Text

SSMH001 TOP = 8.2 (APPROX.) INV. IN = 5.87 (APPROX.)

AutoCAD SHX Text

DECOMMISSIONED CLEANOUT OF PREVIOUS LEACHING SYSTEM

AutoCAD SHX Text

DECOMMISSIONED CLEANOUT OF PREVIOUS LEACHING SYSTEM

AutoCAD SHX Text

DECOMMISSIONED CLEANOUT OF PREVIOUS LEACHING SYSTEM

AutoCAD SHX Text

ELECTRIC MH

AutoCAD SHX Text

SANITARY LATERAL CAPPED

AutoCAD SHX Text D

AutoCAD SHX Text J

AutoCAD SHX Text

IRR CONTROL

AutoCAD SHX Text H

AutoCAD SHX Text

4" RISER

AutoCAD SHX Text 8x4 REDUCER

AutoCAD SHX Text 8x4 REDUCER WITH THRUST BLOCK

AutoCAD SHX Text

SAWCUT AND PATCH CONCRETE PAVEMENT (TYP.)

AutoCAD SHX Text

45° BEND WITHTHRUST BLOCK

AutoCAD SHX Text

45° BEND WITHTHRUST BLOCK

AutoCAD SHX Text 8x8x8 TEE WITH THRUST BLOCK

AutoCAD SHX Text

45° BEND WITHTHRUST BLOCK

AutoCAD SHX Text

22.5° BEND WITHTHRUST BLOCK

AutoCAD SHX Text

HYDRANT 'D' WITH GATE VALVE AND THRUST BLOCK

AutoCAD SHX Text 8x8x8 TEE WITH THRUST BLOCK

AutoCAD SHX Text

INSTALL NEW SERVICE TAP AND CURB STOP

AutoCAD SHX Text

HYDRANT 'C' WITH GATE VALVE AND THRUST BLOCK

AutoCAD SHX Text

RELOCATE BACKFLOW PREVENTER & WATER METER INSIDE DC & BM SHOP.

AutoCAD SHX Text

GATE VALVE

AutoCAD SHX Text

45° BEND WITHTHRUST BLOCK

AutoCAD SHX Text 1" SERVICE (TYPE "K" COPPER) TO TIE INTO EXISTING SERVICE (TYP. x13)

AutoCAD SHX Text

11.25° BEND WITHTHRUST BLOCK

AutoCAD SHX Text

HYDRANT 'A' WITH GATE VALVE AND THRUST BLOCK

AutoCAD SHX Text

GATE VALVE TO REMAIN CLOSED UNTIL WATERMAIN IS DISINFECTED, TESTED AND APPROVED.

AutoCAD SHX Text

INSTALL BACKFLOW PREVENTER & WATER METER INSIDE DC & BM SHOP.

AutoCAD SHX Text A1

AutoCAD SHX Text C-501

AutoCAD SHX Text A1

AutoCAD SHX Text C-501

AutoCAD SHX Text A4

AutoCAD SHX Text C-102

AutoCAD SHX Text

AutoCAD SHX Text C2

AutoCAD SHX Text C-503

AutoCAD SHX Text C3

AutoCAD SHX Text C-503

AutoCAD SHX Text C4

AutoCAD SHX Text C-503

AutoCAD SHX Text A1

AutoCAD SHX Text C-501

AutoCAD SHX Text A1

AutoCAD SHX Text M-401

AutoCAD SHX Text A1

AutoCAD SHX Text C-501

AutoCAD SHX Text B3

AutoCAD SHX Text M-401

AutoCAD SHX Text A1

AutoCAD SHX Text C-501

AutoCAD SHX Text 8x8x4 TEE WITH THRUST BLOCK

AutoCAD SHX Text

45° BEND WITHTHRUST BLOCK

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text (TYP. x13)

AutoCAD SHX Text

HYDRANT 'B' WITH GATE VALVE AND THRUST BLOCK

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text

CONSULTANTS

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

TECH. DIRECTOR

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

SHEET OF

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

PROJECT ENG.

AutoCAD SHX Text

APPROVING OFFICER

AutoCAD SHX Text

PROJECT NUMBER

AutoCAD SHX Text

DISCIPLINE/SHT NO

AutoCAD SHX Text

REVIEWED BY:

AutoCAD SHX Text

BRANCH CHIEF

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

EDITED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

A/E PROJECT NO:

AutoCAD SHX Text

CAD FILE NAME:

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SCALE:

AutoCAD SHX Text

PLOT SCALE:

AutoCAD SHX Text

MARK

AutoCAD SHX Text

ISSUE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DATE

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text U

AutoCAD SHX Text O

AutoCAD SHX Text C

AutoCAD SHX Text A

AutoCAD SHX Text

ENGINEERING UNIT

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text

PROVIDENCE

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text U

AutoCAD SHX Text A

AutoCAD SHX Text R

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text T

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text

U. S. COAST GUARD

AutoCAD SHX Text

CIVIL ENGINEERING UNIT

AutoCAD SHX Text

PROVIDENCE

AutoCAD SHX Text

USCG. CEU PROVIDENCE

AutoCAD SHX Text

475 KILVERT STREET, SUITE 100

AutoCAD SHX Text

WARWICK, RI 02886

AutoCAD SHX Text

AutoCAD SHX Text 02/28/2017

AutoCAD SHX Text

ISSUED FOR CONSTRUCTION

AutoCAD SHX Text 331.001.001

AutoCAD SHX Text P7636047D05.dwg

AutoCAD SHX Text 1:1

AutoCAD SHX Text

RLM

AutoCAD SHX Text

ZRJ

AutoCAD SHX Text

RLM

AutoCAD SHX Text

MJL

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

REBUILD WATER DIST. SYSTEM

AutoCAD SHX Text

CG STA FIRE ISLAND

AutoCAD SHX Text

BABYLON

AutoCAD SHX Text

WATER DISTRIBUTION SYSTEM

AutoCAD SHX Text

CIVIL

AutoCAD SHX Text

SITE PLAN (OPTION ITEM #1)

AutoCAD SHX Text

P. PAGE

AutoCAD SHX Text

G. GOSSELIN

AutoCAD SHX Text

A. A. JACOBS

AutoCAD SHX Text 7636047

AutoCAD SHX Text P7636047

AutoCAD SHX Text C-103

AutoCAD SHX Text

AutoCAD SHX Text 50'

AutoCAD SHX Text 100'

AutoCAD SHX Text Scale: 1" = 50'-0"

AutoCAD SHX Text NOTE: 1. SEE DRAWING C-001 FOR GENERAL SEE DRAWING C-001 FOR GENERAL NOTES & LEGEND. 2. ALL PROPOSED WATER MAINS TO BE ALL PROPOSED WATER MAINS TO BE LOCATED IN THE SAME TRENCH AS REMOVED WATER MAIN 3. SEE DRAWING C-502 FOR ALL SEE DRAWING C-502 FOR ALL THRUST BLOCK DETAILS

AutoCAD SHX Text

SCALE 1" = 50'-0"

AutoCAD SHX Text

PROPOSED UNDERGROUND POTABLE/FIRE WATER MAIN LOOP (OPTION ITEM #1)

AutoCAD SHX Text A1

AutoCAD SHX Text

AutoCAD SHX Text OPTION ITEM #1: BID OPTION ITEM #1 INVOLVES THE CONSTRUCTION OF A "LOOPED" WATER MAIN. THE 8" WATER MAIN IS LOCATED TO THE NORTH OF THE ACCESS ROAD AND REDUCES TO 4" PAST THE HYDRANT (LOCATED NEAR THE PLAYGROUND). THE 4" MAIN FEEDS ALL DOMESTIC SERVICES TO THE HOUSING UNITS. THE 2" BLOW-OFF VALVE DEPICTED ON SHEET C-102 IS NOT REQUIRED IN THE "LOOPED" SYSTEM.

AutoCAD SHX Text X

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text O

207.553.7753 colbycoengineering.com

02-28-17

O I

R E

C I

AutoCAD SHX Text D

AutoCAD SHX Text

COAST GUARD STATION ROAD

AutoCAD SHX Text

ROBERT MOSES STATE PARKWAY

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text

TEST HOLE 01

AutoCAD SHX Text

TEST HOLE 03

AutoCAD SHX Text

TEST HOLE 02

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCAD SHX Text

AutoCAD SHX Text S

AutoCA…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Nov 14, 2017.