512A5-18-302_Final Bid Drawings - Copy.pdf

PDF 15 MB Posted Apr 22, 2022

Attached to: 6115--Perry Point | CONSTRUCT CENTRAL EMERGENCY POWER DISTRIBUTION Project #512A5-18-302 Federal contract opportunity
Solicitation number: 36C24522R0034
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 5

About this file

Written by GovTribe AI · Dec 28, 2023

This document outlines a federal contract opportunity for constructing central emergency power distribution at the Perry Point VA Medical Center. The solicitation number is 36C24522R0034 and is being issued by the Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 5. The opportunity is for Project 512A5-18-302 and involves constructing a central emergency power distribution system at the Perry Point VA Medical Center located in Perry Point, Maryland. Responses are due by the date specified in the solicitation notice 36C24522R0034_1. The selected contractor will be responsible for providing all labor, materials, equipment and supervision to complete the construction of the central emergency power distribution project.

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Other files for this federal contract opportunity

Other files attached to 6115--Perry Point | CONSTRUCT CENTRAL EMERGENCY POWER DISTRIBUTION Project #512A5-18-302, newest first.
File	Type	Posted
36C24522R0034 0007.docx	DOCX document	Jun 2, 2022
Building 315_Asbestos Sampling.pdf	PDF	Jun 1, 2022
01 00 00 -GENERAL REQUIREMENTS REV 052622.pdf	PDF	Jun 1, 2022
01 45 29 - TESTING LABORATORY SERVICES.pdf	PDF	Jun 1, 2022
Building 315_Lead Sampling.pdf	PDF	Jun 1, 2022
Capacitor bank Nameplate Information.pdf	PDF	Jun 1, 2022
36C24522R0034 0006.docx	DOCX document	Jun 1, 2022
Building 321_Asbestos Sampling.pdf	PDF	Jun 1, 2022
01 57 19 - TEMPORARY ENVIRONMENTAL CONTROLS.pdf	PDF	Jun 1, 2022
26 23 13 - GENERATOR PARALLELING CONTROLS.pdf	PDF	Jun 1, 2022
512A5-18-302_PRE-BID RFIS RESPONSES 05312022.pdf	PDF	Jun 1, 2022
01 74 19 - CONSTRUCTION WASTE MANAGEMENT.pdf	PDF	Jun 1, 2022
2022.05.27.REVISED ELECTRICAL SITE DWGS.pdf	PDF	Jun 1, 2022
36C24522R0034 0005.docx	DOCX document	May 23, 2022
36C24522R0034 0004.docx	DOCX document	May 16, 2022
S04. Sign in Sheet for Site Visit 5.4.2022.pdf	PDF	May 12, 2022
36C24522R0034 0004.docx	DOCX document	May 12, 2022
36C24522R0034 0003.docx	DOCX document	Apr 29, 2022
36C24522R0034 0002_1.docx	DOCX document	Apr 25, 2022
Evaluation Factors Central Power.pdf	PDF	Apr 25, 2022
36C24522R0034 0001.docx	DOCX document	Apr 22, 2022
512A5-18-302_Final Bid Specifications - Copy.pdf	PDF	Apr 22, 2022
36C24522R0034.pdf	PDF	Apr 21, 2022
36C24522R0034_1.docx	DOCX document	Apr 21, 2022

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PERRY POINT,

MARYLAND

A U

T H

O R

D V

E H

S O

N O

P A

R K

SUSQUEHANNA RIVER

MILL CREEK

PERRYVILLE

COMMUNITY

PARK

PERRYVILLE

COMMUNITY

PARK

HARTIGAN

BOWMAN FOSTER

& ASSOCIATES

HARTIGAN

BOWMAN FOSTER

& ASSOCIATES

VAMC ENTRANCE

PASSENGER VEHICLE ROUTE

SCOPE OF WORK AREA

VEHICLE ACCESS AREAS

HEAVY TRUCK/EQUIPMENT ROUTE

LIGHT TRUCK DELIVERY ROUTE

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370 (BLDG 14H, 25H, 23H A+B RPLACMNT)

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360 WAREHOUSE EXPANSION

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MANSION

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TENTH STREET

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SIXTH STREET

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SIXTH STREET

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LAUNDRY DRIVE

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SERVICE DRIVE

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PINION ROAD

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EIGHTH STREET

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ALLEY

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FIFTH STREET

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EIGHTH

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SEVENTH

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WATER TOWER

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WATER TANK

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GATE HOUSE

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FISHING PIER

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MANSION

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BROAD STREET

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PERRY POINT VA MEDICAL CENTER

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AMTRAK

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DOMICILIARY

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RESEARCH

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PUBLIC HEALTH

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(VACANT)

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FIREHOUSE

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ENGINEERING

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MEDICAL WARD

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CONTRACT OFFICE

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MED. MEDIA/IRMS

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SPORTS HUT

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BIOMED. ENG. LAB

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CONSOLID. WAREHOUSE

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OUTPATIENT MH

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CLINIC

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EDUCATION

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PSYCHIATRIC INPATIENT

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THEATER

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GYM/POOL

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CHAPEL

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PARKING LOTS

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PSYCHOSOCIAL REHAB

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SECURITY PLAZA

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( IN FEET )

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( IN FEET )

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NEW WATER TREATMENT

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SUBSTATION

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VA FORM 08-6231, OCT 1978

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VAMC, MARYLAND

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VAMC MARYLAND

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PERRY POINT

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CONSTRUCT CENTRAL EMERGENCY POWER DISTRIBUTION - DESIGN

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TLC

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DRW

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15221 CARROLLTON BLVD SUITE 205 CARROLLTON, VA 23314

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CONTRACTOR ACCESS PLAN

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NOT TO SCALE

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AutoCAD SHX Text NOTES A. REFER TO C-001 FOR CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES. REFER TO C-001 FOR CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES. B. LEAVE ALL ROADS CLEAR AND NAVIGABLE FOR VA AND PUBLIC ACCESS AT ALL TIMES. LEAVE ALL ROADS CLEAR AND NAVIGABLE FOR VA AND PUBLIC ACCESS AT ALL TIMES. C. THIS DRAWING IS DIAGRAMMATICAL AND INFORMATIONAL, AND MAY NOT SHOW EXACT LOCATION OF EXISTING INFORMATION. THIS DRAWING IS DIAGRAMMATICAL AND INFORMATIONAL, AND MAY NOT SHOW EXACT LOCATION OF EXISTING INFORMATION. DO NOT SCALE. D. COR SHALL DETERMINE FINAL PATH OF CONTRACTOR ACCESS, MATERIAL AND EQUIPMENT STORAGE, AND OTHER COR SHALL DETERMINE FINAL PATH OF CONTRACTOR ACCESS, MATERIAL AND EQUIPMENT STORAGE, AND OTHER MOBILIZATION ITEMS, REFER TO SPECIFICATION SECTION 010000 FOR MORE INFORMATION.

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VA FORM 08-6231, OCT 1978

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VAMC, MARYLAND

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VAMC MARYLAND

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PERRY POINT

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CONSTRUCT CENTRAL EMERGENCY POWER DISTRIBUTION - DESIGN

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TLC

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DRW

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15221 CARROLLTON BLVD SUITE 205 CARROLLTON, VA 23314

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GI002

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CONTRACTOR ACCESS PLAN (FOR REFERENCE ONLY)

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HARTIGAN

BOWMAN FOSTER

& ASSOCIATES

AutoCAD SHX Text GENERAL CIVIL NOTES A. REFER TO CIVIL EXISTING, DEMOLITION, EROSION CONTROL, NEW WORK, GRADING, AND UTILITIES REFER TO CIVIL EXISTING, DEMOLITION, EROSION CONTROL, NEW WORK, GRADING, AND UTILITIES PLANS AND DETAILS FOR LOCATIONS OF INFORMATION SHOWN ON THIS SHEET. B. COORDINATE ALL WORK WITH EXISTING CONDITIONS, ALL OTHER TRADES, AND IN ACCORDANCE WITH COORDINATE ALL WORK WITH EXISTING CONDITIONS, ALL OTHER TRADES, AND IN ACCORDANCE WITH ALL STATE, LOCAL AND NATIONAL CODES, AS WELL AS WITH ALL FEDERAL HEALTHCARE REGULATIONS. C. CONTRACTOR IS RESPONSIBLE FOR ALL FEES, PERMITS AND LICENSES FOR THE COMPLETE CONTRACTOR IS RESPONSIBLE FOR ALL FEES, PERMITS AND LICENSES FOR THE COMPLETE INSTALLATION OF THEIR WORK. D. REFER TO SPECIFICATION SECTION 010000 FOR PRE-CONSTRUCTION SURVEY REQUIREMENTS. REFER TO SPECIFICATION SECTION 010000 FOR PRE-CONSTRUCTION SURVEY REQUIREMENTS. E. CARE SHOULD BE TAKEN BY ALL CONTRACTORS TO AVOID DAMAGING OR DISTURBING EXISTING CARE SHOULD BE TAKEN BY ALL CONTRACTORS TO AVOID DAMAGING OR DISTURBING EXISTING CONSTRUCTION WHICH IS TO REMAIN. CONTRACTOR IS RESPONSIBLE FOR MAKING ANY REPAIRS NECESSARY TO RECTIFY DAMAGES AND RESTORE EXISTING CONSTRUCTION TO UNDAMAGED STATE UPON COMPLETION OF WORK AT NO EXPENSE TO OWNER. F. CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL ASBESTOS ABATEMENT ASSOCIATED WITH NEW CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL ASBESTOS ABATEMENT ASSOCIATED WITH NEW AND DEMOLITION WORK. G. ALL EXISTING UNDERGROUND UTILITIES TO REMAIN BUT EXPOSED TO CONSTRUCTION/DEMOLITION ALL EXISTING UNDERGROUND UTILITIES TO REMAIN BUT EXPOSED TO CONSTRUCTION/DEMOLITION ACTIVITIES ON ADJACENT UTILITIES ARE TO BE PROTECTED FROM DAMAGE DURING ADJACENT WORK. H. DOCUMENTATION: DOCUMENTATION: : PROVIDE ELECTRONIC COPIES OF TECHNICAL MANUALS, AS-BUILT DRAWINGS, AND MANUFACTURER'S PROVIDE ELECTRONIC COPIES OF TECHNICAL MANUALS, AS-BUILT DRAWINGS, AND MANUFACTURER'S OPERATION AND MAINTENANCE MANUALS TO THE COR.

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EXISTING BOLLARD GUARD POST

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%%UCIVIL SITE AMENITIES SYMBOLS

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AutoCAD SHX Text TEMPORARY FENCING AND BARRICADES FOR SITE PROTECTION AND STAGING DURING CONSTRUCTION

AutoCAD SHX Text SAMP SAMPLE SAMPLE SAN SANITARY SANITARY SB SPLASH BLOCK SPLASH BLOCK SCHED SCHEDULE SCHEDULE SCP SCUPPER SCUPPER SD STORM DRAIN STORM DRAIN SDL SADDLE SADDLE SDMH STORM DRAIN MANHOLE STORM DRAIN MANHOLE SECT SECTION SECTION SEG SEGMENT SEGMENT SEL SELECT SELECT SEP SEPARATE SEPARATE SEP TNK SEPTIC TANK SEPTIC TANK SF SQUARE FOOT (FEET) SQUARE FOOT (FEET) SHLDR SHOULDER SHOULDER SJ SCORED JOINT SCORED JOINT SLV SLEEVE SLEEVE SMH STEAM MANHOLE STEAM MANHOLE SMP SUMP PUMP SUMP PUMP SP STANDPIPE OR SUMP PIT STANDPIPE OR SUMP PIT SP EL SPOT ELEVATION SPOT ELEVATION SPEC SPECIFICATION SPECIFICATION SPKLR SPRINKLER SPRINKLER SPLY SUPPLY SUPPLY SPR SPRINKLER LINE SPRINKLER LINE SQ SQUARE SQUARE SQ IN SQUARE INCH SQUARE INCH SQ YD SQUARE YARD SQUARE YARD SR STEAM RETURN STEAM RETURN SS SANITARY SEWER, STEAM SUPPLY, OR SANITARY SEWER, STEAM SUPPLY, OR STORM SEWER SSP STAINLESS STEEL PIPE STAINLESS STEEL PIPE SST STAINLESS STEEL STAINLESS STEEL ST STREET STREET ST W STORM WATER STORM WATER STA STATION STATION STD STANDARD STANDARD STIR STIRRUP STIRRUP STM STEAM STEAM SUCT SUCTION SUCTION SUPT SUPPORT SUPPORT SURF SURFACE SURFACE SURV SURVEY SURVEY SUTK SUMP TANK SUMP TANK SW SIDEWALK SIDEWALK SWG SEWAGE SEWAGE SWR SEWER SEWER SYM SYMBOL SYMBOL T&M TIME AND MATERIALS TIME AND MATERIALS TAN TANGENT TANGENT TBM TEMPORARY BENCHMARK TEMPORARY BENCHMARK TB-XX TEST BORING-XX (E.G., TB-01) TEST BORING-XX (E.G., TB-01) TC TOP OF CURB TOP OF CURB TCP TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TD TRENCH DRAIN TRENCH DRAIN TE TOP ELEVATION TOP ELEVATION TEL TELEPHONE TELEPHONE TEMP TEMPORARY TEMPORARY TG TOP OF GRATE TOP OF GRATE THK THICKNESS THICKNESS THRU THROUGH THROUGH TMH TOP OF MANHOLE TOP OF MANHOLE TN TRUE NORTH TRUE NORTH TNL TUNNEL TUNNEL TO FDN TOP OF FOUNDATION TOP OF FOUNDATION TOB TOP OF BEAM TOP OF BEAM TOC TOP OF CONCRETE OR TOP OF CURB TOP OF CONCRETE OR TOP OF CURB TOF TOP OF FOOTING TOP OF FOOTING TOP TOP OF PAVEMENT TOP OF PAVEMENT TOPO TOPOGRAPHY TOPOGRAPHY TOS TOP OF STEP TOP OF STEP TOW TOP OF WALL TOP OF WALL TP TELEPHONE POLE TELEPHONE POLE TR TOP OF RIM TOP OF RIM TWR TREATED WATER RETURN TREATED WATER RETURN TWS TREATED WATER SUPPLY TREATED WATER SUPPLY TYP TYPICAL TYPICAL UFC UNIFORM FIRE CODE UNIFORM FIRE CODE U/G UNDERGROUND UNDERGROUND UGE UNDERGROUND ELECTRICAL UNDERGROUND ELECTRICAL UGND UNDERGROUND UNDERGROUND UNFIN UNFINISH UNFINISH UNPV RD UNPAVED ROAD UNPAVED ROAD UON UNLESS OTHERWISE NOTED UNLESS OTHERWISE NOTED UP UTILITY POLE UTILITY POLE UPS UNINTERRUPTIBLE POWER SUPPLY UNINTERRUPTIBLE POWER SUPPLY UTIL UTILITY UTILITY VA VETERANS AFFAIRS VETERANS AFFAIRS VAR VARIES VARIES VB VALVE BOX VALVE BOX VC VERTICAL CURVE VERTICAL CURVE VCT VITRIFIED CLAY TILE VINYL COMPOSITION VITRIFIED CLAY TILE VINYL COMPOSITION TILE VERT VERTICAL VERTICAL VIC VICINITY VICINITY VID VIDEO VIDEO VIF VERIFY IN FIELD VERIFY IN FIELD VOL VOLUME VOLUME W WASTE, WEST, OR WATER LINE WASTE, WEST, OR WATER LINE W/ WITH WITH W/O WITHOUT WITHOUT WALK WALKWAY OR SIDEWALK WALKWAY OR SIDEWALK WI WROUGHT IRON WROUGHT IRON WL WATER LINE WATER LINE WLD WELDED WELDED WM WATER METER WIRE MESH WATER METER WIRE MESH WM WIRE MESH WATER METER WIRE MESH WATER METER WO WORK ORDER WORK ORDER WP WATER PUMP WATER PUMP WT WATER TABLE WATER TABLE WT EL WATER ELEVATION WATER ELEVATION WTR WATER WATER WW WASTE WATER WASTE WATER WW WASTE WATER WARM WHITE; WIREWAY WASTE WATER WARM WHITE; WIREWAY XFMR TRANSFORMER TRANSFORMER YD YARD DRAINYARD DRAIN

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(D) EXISTING ITEM TO BE DEMOLISHED EXISTING ITEM TO BE DEMOLISHED AND/OR REMOVED D PENNY (NAIL) PENNY (NAIL) DA DRAINAGE AREA DRAINAGE AREA DAT DATUM DATUM D-B DESIGN-BUILD DESIGN-BUILD DBA UNIT OF SOUND LEVEL UNIT OF SOUND LEVEL DBL DOUBLE DOUBLE DC DEPRESSED CURB DEPRESSED CURB DEG DEGREE DEGREE DEL DELETE DELETE DEMO DEMOLITION DEMOLITION DEPT DEPARTMENT DEPARTMENT DESCR DESCRIPTION DESCRIPTION DET DETAIL DETAIL DEV DEVELOPMENT DEVELOPMENT DHW DOMESTIC HOT WATER DOMESTIC HOT WATER DI DROP INLET DROP INLET DIA DIAMETER DIAMETER DIAG DIAGONAL DIAGRAM DIAGONAL DIAGRAM DIAG DIAGRAM DIAGONAL DIAGRAM DIAGONAL DIFF DIFFERENCE OR DIFFERENTIAL DIFFERENCE OR DIFFERENTIAL DIM DIMENSION DIMENSION DIP DUCTILE IRON PIPE DUCTILE IRON PIPE DIR DIRECTION DIRECTION DIST DISTANCE DISTANCE DIV DIVISION DIVISION DOC DOCUMENT DOCUMENT DOM DOMESTIC DOMESTIC DOUG FIR DOUGLAS FIR DOUGLAS FIR DOZ DOZEN DOZEN DR DRAIN OR DRIVE DRAIN OR DRIVE DS DOWNSPOUT DOWNSPOUT DSBL DISABLE DISABLE DSGN DESIGN DESIGN DW DOMESTIC WATER DOMESTIC WATER DWG DRAWING DRAWING DWR DOMESTIC WATER RETURN OR DRAWER DOMESTIC WATER RETURN OR DRAWER DWS DOMESTIC WATER SUPPLY DOMESTIC WATER SUPPLY (E) EXISTING ITEM TO REMAIN EXISTING ITEM TO REMAIN E EAST EAST EA EACH EACH EC EDGE OF CURB EDGE OF CURB EJ EXPANSION JOINT EXPANSION JOINT EL EASEMENT LINE OR ELEVATION EASEMENT LINE OR ELEVATION ELEV ELEVATION ELEVATION ENGR ENGINEER ENGINEER ENTR ENTRANCE ENTRANCE EOS EDGE OF SLAB EDGE OF SLAB EP EDGE OF PAVEMENT (PAVING) EDGE OF PAVEMENT (PAVING) EPA ENVIRONMENTAL PROTECTION AGENCY ENVIRONMENTAL PROTECTION AGENCY EPT EXTERNAL PIPE THREAD EXTERNAL PIPE THREAD EQ EQUAL EQUAL EQL SP EQUALLY SPACED EQUALLY SPACED EQUIP EQUIPMENT EQUIPMENT EQUIV EQUIVALENT EQUIVALENT ERD EXISTING ROOF DRAIN EXISTING ROOF DRAIN ES EDGE OF SHOULDER EDGE OF SHOULDER ESMT EASEMENT EASEMENT EST ESTIMATE ESTIMATE EW EACH WAY EACH WAY EXCL EXCLUDE EXCLUDE EXIST EXISTING EXISTING EXP EXPANSION EXPANSION EXST GR EXISTING GRADE EXISTING GRADE EXT EXTERIOR EXTERIOR EXT GR EXTERIOR GRADE EXTERIOR GRADE F FIRE LINE FIRE LINE F METER FLOWMETER FLOWMETER F/F FACE TO FACE FACE TO FACE FACIL FACILITY FACILITY FD FLOOR DRAIN FLOOR DRAIN FFE FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION FH FIRE HYDRANT FIRE HYDRANT FIG FIGURE FIGURE FIL FILLET FILLET FIN FINISH FINISH FLL FLOW LINE FLOW LINE FLR FLOOR FLOOR FLRD FLARED FLARED FLTR FILTER FILTER FLUOR FLUORESCENT FLUORESCENT FN FENCE FENCE FOC FACE OF CURB FACE OF CURB FP FIRE PROTECTION OR FLAGPOLE FIRE PROTECTION OR FLAGPOLE FPM FEET PER MINUTE FEET PER MINUTE FPS FEET PER SECOND FEET PER SECOND FPW FIRE PROTECTION WATER SUPPLY FIRE PROTECTION WATER SUPPLY FSP FIRE STANDPIPE FIRE STANDPIPE FSS FLOW SENSING SWITCH FLOW SENSING SWITCH FT FEET OR FOOT FEET OR FOOT FTG FOOTING FOOTING FW FLOOD WALL FLOOD WALL G GROUND OR NATURAL GAS GROUND OR NATURAL GAS G LN GAS LINE GAS LINE GA GAGE GAGE GAL GALLON GALLON GC GENERAL CONTRACTOR GENERAL CONTRACTOR GCO GRADE CLEANOUT GRADE CLEANOUT GDR GUARD RAIL GUARD RAIL GEN GENERATOR GENERATOR GI GALVANIZED IRON GALVANIZED IRON GIP GALVANIZED IRON PIPE GALVANIZED IRON PIPE GL GROUND LEVEL GROUND LEVEL GOVT GOVERNMENT GOVERNMENT GPD GALLONS PER DAY GALLONS PER DAY GR BM GRADE BEAM GRADE BEAM GT GREASE TRAP GREASE TRAP GUT GUTTER GUTTER HAZ MAT HAZARDOUS MATERIALS HAZARDOUS MATERIALS HB HOSE BIBB HOSE BIBB HC HANDICAP HANDICAP HCP HANDICAPPED HANDICAPPED HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HDR HEADER HEADER HDWL HEADWALL HEADWALL HEX HEXAGON HEXAGON HH HAND HOLE HAND HOLE HNDRL HANDRAIL HANDRAIL HORIZ HORIZONTAL HORIZONTAL HP HIGH PRESSURE HIGH PRESSURE HT HEIGHT HEIGHT HWT HOT WATER TANK HOT WATER TANK HWY HIGHWAY HIGHWAY HYD HYDRANT HYDRANT HYDR HYDRAULICHYDRAULIC

AutoCAD SHX Text AB ANCHOR BOLT ANCHOR BOLT ABAN ABANDON ABANDON ABBRV ABBREVIATION ABBREVIATION ABC AGGREGATE BASE COURSE AGGREGATE BASE COURSE AC ASPHALTIC CONCRETE ASPHALTIC CONCRETE ACP ASPHALTIC CONCRETE PAVING ASPHALTIC CONCRETE PAVING ADA AMERICANS WITH DISABILITIES ACT AMERICANS WITH DISABILITIES ACT ADDM ADDENDUM ADDENDUM AGGR AGGREGATE AGGREGATE ALLOW ALLOWANCE ALLOWANCE ALNMT ALIGNMENT ALIGNMENT ALT ALTERNATE OR ALTITUDE ALTERNATE OR ALTITUDE ALUM ALUMINUM ALUMINUM AMT AMOUNT AMOUNT APPD APPROVED APPROVED APPROX APPROXIMATE APPROXIMATE APPX APPENDIX APPENDIX ASB ASBESTOS ASBESTOS ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS AMERICAN SOCIETY OF CIVIL ENGINEERS ASI ARCHITECT'S SUPPLEMENTAL ARCHITECT'S SUPPLEMENTAL INSTRUCTION ASPH ASPHALT ASPHALT ASSY ASSEMBLY ASSEMBLY AVE AVENUE AVENUE AWG AMERICAN WIRE GAUGE AMERICAN WIRE GAUGE AWWA AMERICAN WATER WORKS ASSOCIATION AMERICAN WATER WORKS ASSOCIATION B BOLLARD BOLLARD BAL BALANCE BALANCE BC BACK OF CURB BACK OF CURB BDRY BOUNDARY BOUNDARY BITUM BITUMINOUS BITUMINOUS BKGD BACKGROUND BACKGROUND BL BASE LINE BASE LINE BLDG BUILDING BUILDING BLT BUILT BUILT BLVD BOULEVARD BOULEVARD BM BEAM OR BENCHMARK BEAM OR BENCHMARK BMP BEST MANAGEMENT PRACTICES BEST MANAGEMENT PRACTICES BN BULLNOSE BULLNOSE BOC BOTTOM OF CURB BOTTOM OF CURB BOW BOTTOM OF WALL BOTTOM OF WALL BRG BEARING BEARING BSTR BOOSTER BOOSTER BW BOTH WAYS BOTH WAYS C TO C CENTER TO CENTER CENTER TO CENTER CALC CALCULATE CALCULATE CAP CAPACITY CAPACITY CB CATCH BASIN OR CEMENT BASE CATCH BASIN OR CEMENT BASE CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION CD CONSTRUCTION DOCUMENTS OR CONSTRUCTION DOCUMENTS OR CONTRACT DOCUMENTS CE CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCE CF CONTRACTOR FURNISHED CONTRACTOR FURNISHED CFS CUBIC FEET PER SECOND CUBIC FEET PER SECOND CG CENTER OF GRAVITY CENTER OF GRAVITY CH CHANNEL OR CHILLER CHANNEL OR CHILLER CHFR CHAMFER CHAMFER CI CAST IRON OR CURB INLET CAST IRON OR CURB INLET CIP CAST-IN-PLACE OR CAST IRON PIPE CAST-IN-PLACE OR CAST IRON PIPE CIR CIRCLE CIRCLE CJ CONSTRUCTION JOINT OR CONTROL CONSTRUCTION JOINT OR CONTROL JOINT CL CENTER LINE, CLASS, OR CLOSE CENTER LINE, CLASS, OR CLOSE CLASS CLASSIFICATION CLASSIFICATION CLL CONTRACT LIMIT LINE CONTRACT LIMIT LINE CLOS CLOSURE CLOSURE CLR CLEAR CLEAR CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CNCL CONCEALED CONCEALED CND CONDUIT CONDUIT CNDS CONDENSATE CONDENSATE CNR CORNER CORNER CNTOR CONTACTOR CONTACTOR CO CLEANOUT, COMPANY, OR CUTOUT CLEANOUT, COMPANY, OR CUTOUT COL COLUMN COLUMN COMM COMMUNICATION COMMUNICATION CONC CONCENTRIC OR CONCRETE CONCENTRIC OR CONCRETE CONC FLR CONCRETE FLOOR CONCRETE FLOOR COND CONDENSER OR CONDITION CONDENSER OR CONDITION CONDN CONDENSATION CONDENSATION CONF CONFERENCE CONFERENCE CONSTR CONSTRUCTION CONSTRUCTION CONSULT CONSULTANT CONSULTANT CONT CONTINUE CONTINUE CONTR CONTRACT OR CONTRACTOR CONTRACT OR CONTRACTOR COORD COORDINATE COORDINATE COR CHANGE ORDER REQUEST CHANGE ORDER REQUEST CORR CORRIDOR CORRIDOR COTG CLEANOUT TO GRADE CLEANOUT TO GRADE COV COVER OR CUT OFF VALVE COVER OR CUT OFF VALVE COV PL COVER PLATE COVER PLATE CP CONCRETE PIPE OR CONTROL PANEL CONCRETE PIPE OR CONTROL PANEL CPLG COUPLING COUPLING CPM CRITICAL PATH METHOD CRITICAL PATH METHOD CRCMF CIRCUMFERENCE CIRCUMFERENCE CRN CROWN CROWN CRP CONDENSATE RETURN PUMP CONDENSATE RETURN PUMP CRSI CONCRETE REINFORCING STEEL CONCRETE REINFORCING STEEL INSTITUTE CRT YD COURTYARD COURTYARD CSB CONCRETE SPLASH BLOCK CONCRETE SPLASH BLOCK CSI CONSTRUCTION SPECIFICATIONS CONSTRUCTION SPECIFICATIONS INSTITUTE CSP CONCRETE SEWER PIPE CONCRETE SEWER PIPE CSTL CAST STEEL CAST STEEL CTR CENTER, CONTOUR, OR COOLING CENTER, CONTOUR, OR COOLING TOWER RETURN CTRL CONTROL CONTROL CTS COOLING TOWER SUPPLY COOLING TOWER SUPPLY CTV CABLE TELEVISION CABLE TELEVISION CU COPPER OR CUBIC COPPER OR CUBIC CU FT CUBIC FEET CUBIC FEET CU IN CUBIC INCH CUBIC INCH CU YD CUBIC YARD CUBIC YARD

AutoCAD SHX Text ICV IRRIGATION CONTROL VALVE IRRIGATION CONTROL VALVE ID INSIDE DIAMETER OR INSIDE DIMENSION INSIDE DIAMETER OR INSIDE DIMENSION IMH INLET MANHOLE INLET MANHOLE INCL INCLUDED INCLUDED INCR INCREMENT INCREMENT INFO INFORMATION INFORMATION INSTL INSTALL INSTALL INSTR INSTRUMENT INSTRUMENT INV INVERT INVERT INV EL INVERT ELEVATION INVERT ELEVATION IP IRON PIPE IRON PIPE IPS IRON PIPE SIZE IRON PIPE SIZE IPT IRON PIPE THREADED IRON PIPE THREADED IRREG IRREGULAR IRREGULAR ISO ISOMETRIC ISOMETRIC IW IRRIGATION WATER IRRIGATION WATER KWY KEYWAY L ANGLE ANGLE LAT LATITUDE LATITUDE LF LINEAR FEET (FOOT) LINEAR FEET (FOOT) LIN LINEAR LINEAR LNG LONGITUDE LONGITUDE LOC LOCATION LOCATION LONG LONGITUDINAL LONGITUDINAL LOS LINE OF SIGHT LINE OF SIGHT LPT LOW POINT LOW POINT LS LUMP SUM LUMP SUM LT LIGHT LIGHT LTG LIGHTING LIGHTING MAINT MAINTENANCE MAINTENANCE MATL MATERIAL MATERIAL MAX MAXIMUM MAXIMUM MB MAIL BOX MAIL BOX MED MEDIUM MEDIUM MEMO MEMORANDUM MEMORANDUM MER MERIDIAN MERIDIAN MFD MANUFACTURED MANUFACTURED MFG MANUFACTURING MANUFACTURING MGT MANAGEMENT MANAGEMENT MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MISC MISCELLANEOUS MISCELLANEOUS ML MATERIALS LIST MATERIALS LIST MN MAGNETIC NORTH MAGNETIC NORTH MOD MODEL OR MODIFY MODEL OR MODIFY MON MONUMENT MONUMENT MTG MEETING MEETING MULT MULTIPLE MULTIPLE MUNIC MUNICIPAL MUNICIPAL N NORTH NORTH NA NOT APPLICABLE NOT APPLICABLE NAT NATURAL NATURAL NATL NATIONAL NATIONAL NBC NATIONAL BUILDING CODE NATIONAL BUILDING CODE NE NOT EXCEEDING NOT EXCEEDING NIC NOT IN CONTRACT NOT IN CONTRACT NO NUMBER NOM NOMINAL NOMINAL NORM NORMAL NORMAL NRCP NON-REINFORCED CONCRETE PIPE NON-REINFORCED CONCRETE PIPE NTP NOTICE TO PROCEED NOTICE TO PROCEED NTS NOT TO SCALE NOT TO SCALE OC ON CENTER ON CENTER OFD OVERFLOW DRAIN OVERFLOW DRAIN OPNG OPENING OPENING OZ OUNCE OUNCE P PUMP PUMP PAR PARALLEL PARALLEL PAT PATTERN PATTERN PB PULL BOX PULL BOX PC POINT OF CURVE POINT OF CURVE PCA PORTLAND CEMENT ASSOCIATION PORTLAND CEMENT ASSOCIATION PCC PRECAST CONCRETE PRECAST CONCRETE PCCP CONCRETE PAVEMENT CONCRETE PAVEMENT PCT PERCENT PERCENT PED PEDESTAL PEDESTAL PEN PENETRATE PENETRATE PERF PERFORATED PERFORATED PERIM PERIMETER PERIMETER PERM PERMANENT PERMANENT PERP PERPENDICULAR PERPENDICULAR PG PRESSURE GAGE OR PROFILE GRADE PRESSURE GAGE OR PROFILE GRADE PH PHASE PHASE PHOTO PHOTOGRAPH PHOTOGRAPH PHWR PRIMARY HOT WATER RETURN PRIMARY HOT WATER RETURN PHWS PRIMARY HOT WATER SUPPLY PRIMARY HOT WATER SUPPLY PI POINT OF INTERSECTION POINT OF INTERSECTION PIV POST INDICATOR VALVE POST INDICATOR VALVE PK GAR PARKING GARAGE PARKING GARAGE PK LOT PARKING LOT PARKING LOT PL PROPERTY LINE PROPERTY LINE PLAS PLASTIC PLASTER PLASTIC PLASTER PN PART NUMBER PART NUMBER PNEU PNEUMATIC PNEUMATIC PO POST OFFICE OR PURCHASE ORDER POST OFFICE OR PURCHASE ORDER POLY POLYETHYLENE (PLASTIC) POLYETHYLENE (PLASTIC) PORT PORTABLE PORTABLE POTW POTABLE WATER POTABLE WATER POW LN POWER LINE POWER LINE PP POLYPROPYLENE (PLASTIC) POLYPROPYLENE (PLASTIC) PR PUMPED RETURN PUMPED RETURN PRCST PRECAST PRECAST PREFMD PREFORMED PREFORMED PRELIM PRELIMINARY PRELIMINARY PREP PREPARATION PREPARATION PREV PREVIOUS PREVIOUS PRKG PARKING PARKING PROJ PROJECT PROJECT PROP PROPERTY PROPERTY PS CONC PRESTRESSED CONCRETE PRESTRESSED CONCRETE PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PSL PIPE SLEEVE PIPE SLEEVE PT POST TENSIONED POST TENSIONED PT CONC POST-TENSIONED CONCRETE POST-TENSIONED CONCRETE PV PAVED PAVED PV RD PAVED ROAD PAVED ROAD PVC POLYVINYL CHLORIDE (PLASTIC) POLYVINYL CHLORIDE (PLASTIC) QTR QUARTER QUARTER QTY QUANTITY QUANTITY QUAD QUADRANT QUADRANT QUAL QUALITY QUALITY R RADIUS OR RANGE RADIUS OR RANGE RAD RADIAN RADIAN RC REINFORCED CONCRETE REINFORCED CONCRETE RCB REINFORCED CONCRETE BOX REINFORCED CONCRETE BOX RCCP REINFORCED CONCRETE CULVERT PIPE REINFORCED CONCRETE CULVERT PIPE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROAD OR ROOF DRAIN ROAD OR ROOF DRAIN REBAR REINFORCING STEEL BARS REINFORCING STEEL BARS REP REPAIR REPAIR REPL REPLACE REPLACE REQ REQUIRE REQUIRE REQD REQUIRED REQUIRED RESIL RESILIENT RESILIENT RFI REQUEST FOR INFORMATION REQUEST FOR INFORMATION RFP REQUEST FOR PROPOSAL REQUEST FOR PROPOSAL ROW RIGHT OF WAY RIGHT OF WAY RST REINFORCING STEEL REINFORCING STEEL RT RIGHT RIGHT RW ROADWAY ROADWAY RWL RAIN WATER LEADER RAIN WATER LEADER RWR RECESSED WASTE RECEPTACLERECESSED WASTE RECEPTACLE

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%%UCIVIL UTILITY SYMBOLS

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%%U(NOT ALL SYMBOLS WILL APPLY TO THIS WORK)

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%%UCIVIL EROSION CONTROL SYMBOLS

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%%UCIVIL GENERAL SYMBOLS

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PHOTO INDICATOR

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CD901

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POINT OF CONNECTION FOR NEW WORK

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DETAIL INDICATOR

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LIMITS OF DISTURBANCE AND CONSTRUCTION FENCE

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END OF DEMOLITION

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NOTE

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NEW SPOT ELEVATION

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NEW DRAINAGE ARROW

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NEW CONTOUR ELEVATION

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ADA ACCESSIBLE AREA (2.0% MAX. CROSS SLOPE)

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SILT FENCE

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STONE BAG INLET PROTECTION

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TREE PROTECTION FENCE

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EXISTING ITEMS TO BE REMOVED

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CONCRETE SURFACE

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GRAVEL SURFACE (EXTERIOR ENCLOSURE AREA)

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CONCRETE SIDEWALK

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HEAVY-DUTY ASPHALT PAVEMENT SURFACE

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TACTILE WARNING SURFACE

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%%UCIVIL GRADING SYMBOLS

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%%UCIVIL HATCH SYMBOLS

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BREAK, ROUND (USER DEFINES SIZE)

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DIMENSION (CIVIL ONLY)

AutoCAD SHX Text GENERAL TOPOGRAPHICAL/UTILITY SURVEY NOTES A. EXISTING TOPOGRAPHICAL/UTILITY SURVEY INFORMATION OBTAINED FROM "GEORGE WILLIAM EXISTING TOPOGRAPHICAL/UTILITY SURVEY INFORMATION OBTAINED FROM "GEORGE WILLIAM STEPHENS, JR. AND ASSOCIATES, INC." DATED 02-08-19. UTILITY LOCATION SERVICES PROVIDED BY "MASTER LOCATORS, INC." DATED 01-28-19.

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TEMPORARY CONSTRUCTION ENTRANCE

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NEW SOD AREA

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VA FORM 08-6231, OCT 1978

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AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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AutoCAD SHX Text one inch = one foot

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AutoCAD SHX Text 03-11-2022

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VAMC, MARYLAND

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VAMC MARYLAND

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PERRY POINT

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CONSTRUCT CENTRAL EMERGENCY POWER DISTRIBUTION - DESIGN

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TLC

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DRW

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15221 CARROLLTON BLVD SUITE 205 CARROLLTON, VA 23314

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EXISTING TOP OF BANK

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EXISTING TOE OF SLOPE/DITCH

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EXISTING STREET SIGN

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EXISTING FENCE

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EXISTING HEADWALL W/ PIPE

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EXISTING CATCH BASIN & YARD DRAIN W/ PIPE

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EXISTING TREE

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EXISTING CONTOUR

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EXISTING DOUBLE CATCH BASIN W/ PIPE

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EXISTING WATER VALVE

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EXISTING DOWN GUY

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EXISTING FIRE HYDRANT

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EXISTING TRANSFORMER

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EXISTING SIGNAL POLE

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TSB

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ESB

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SIZE/TYPE

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SIZE/TYPE

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NEW GAS LINE

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AutoCAD SHX Text GENERAL NOTES A. REFER TO THIS SHEET FOR CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES. REFER TO THIS SHEET FOR CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES. B. REPAIR ANY DAMAGED EXISTING GROUND, ASPHALT, SIDEWALKS, CURB AND GUTTER, ETC. SHOWN REPAIR ANY DAMAGED EXISTING GROUND, ASPHALT, SIDEWALKS, CURB AND GUTTER, ETC. SHOWN TO REMAIN, TO MATCH EXISTING CONDITION BEFORE DAMAGE. C. ALL EXISTING UNDERGROUND UTILITIES TO REMAIN BUT EXPOSED TO CONSTRUCTION OR ALL EXISTING UNDERGROUND UTILITIES TO REMAIN BUT EXPOSED TO CONSTRUCTION OR DEMOLITION ACTIVITIES ON ADJACENT UTILITIES ARE TO BE PROTECTED FROM DAMAGE DURING ADJACENT WORK. D. REFER TO THE SPECIFICATIONS FOR ANY FURTHER CIVIL SITE DETAILS AND REQUIREMENTS. REFER TO THE SPECIFICATIONS FOR ANY FURTHER CIVIL SITE DETAILS AND REQUIREMENTS. E. CHANGES TO EXISTING PAVEMENT SHALL MATCH EXISTING GRADES UNLESS OTHERWISE NOTED. CHANGES TO EXISTING PAVEMENT SHALL MATCH EXISTING GRADES UNLESS OTHERWISE NOTED. F. REFER TO "CD" SHEETS FOR EXISTING, EROSION CONTROL, AND DEMOLITION SITE PLAN AND REFER TO "CD" SHEETS FOR EXISTING, EROSION CONTROL, AND DEMOLITION SITE PLAN AND RELATED DETAILS. G. REFER TO "CS" SHEETS FOR SITE PLAN AND RELATED DETAILS. REFER TO "CS" SHEETS FOR SITE PLAN AND RELATED DETAILS. H. REFER TO "CG" SHEETS FOR GRADING PLAN AND RELATED DETAILS. REFER TO "CG" SHEETS FOR GRADING PLAN AND RELATED DETAILS. I. REFER TO "CU" SHEETS FOR UTILITY PLAN AND RELATED DETAILS (STORM, SANITARY, WATER, REFER TO "CU" SHEETS FOR UTILITY PLAN AND RELATED DETAILS (STORM, SANITARY, WATER, GAS, AND ELECTRICAL). J. REFER TO "LP" SHEETS FOR LANDSCAPE PLAN, NOTES, AND RELATED DETAILS.REFER TO "LP" SHEETS FOR LANDSCAPE PLAN, NOTES, AND RELATED DETAILS.

AutoCAD SHX Text COORDINATION OF CONSTRUCTION WITH VA OPERATIONS 1. THE ACTIVITIES AT THE PERRY PONT VAMC SHALL TAKE PRECEDENCE OVER CONSTRUCTION THE ACTIVITIES AT THE PERRY PONT VAMC SHALL TAKE PRECEDENCE OVER CONSTRUCTION ACTIVITIES. THE CONTRACTOR MUST COOPERATE AND COORDINATE WITH THE VAMC, THROUGH THE COR, IN ARRANGING CONSTRUCTION SCHEDULE TO CAUSE THE LEAST POSSIBLE INTERFERENCE WITH VAMC ACTIVITIES IN ACTUAL OCCUPIED OR IN-SERVICE AREAS. 2. THE CONTRACTOR IS REQUIRED TO DISCONTINUE WORK SUFFICIENTLY IN ADVANCE OF THE CONTRACTOR IS REQUIRED TO DISCONTINUE WORK SUFFICIENTLY IN ADVANCE OF PREDETERMINED DATES AND TIMES TO PERMIT CLEAN UP ALL AREAS OF OPERATION AND ACCESS ROUTES THROUGH OR ADJACENT TO EXISTING VA FACILITIES, ROADS, UTILITY SERVICE AREAS, ETC. BEFORE THESE DATES. 2. THE CONTRACTOR IS ALSO REQUIRED TO HALT NOISE PRODUCING EQUIPMENT OPERATIONS (AND OTHER NOISE PRODUCING WORK AS DISCUSSED AND DEFINED AT THE CONSTRUCTION KICK-OFF MEETING) DURING SUCH PREDETERMINED DATES AND TIMES. 3. CLEANING UP SHALL INCLUDE THE REMOVAL OF ALL EQUIPMENT, TOOLS, MATERIALS AND DEBRIS CLEANING UP SHALL INCLUDE THE REMOVAL OF ALL EQUIPMENT, TOOLS, MATERIALS AND DEBRIS AND LEAVING THE AREAS IN A CLEAN, NEAT CONDITION.

AutoCAD SHX Text C-001

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CIVIL ABBREVIATIONS, SYMBOLS, AND GENERAL NOTES

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CODES AND REGULATIONS

AutoCAD SHX Text APPLICABLE CODES: ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, STANDARDS AND GOVERNING AUTHORITIES: INCLUDING BUT NOT LIMITED TO: BUILDING: INTERNATIONAL BUILDING CODE INTERNATIONAL BUILDING CODE LIFE SAFETY: NFPA 101 LIFE SAFETY CODE, CURRENT EDITION NFPA 101 LIFE SAFETY CODE, CURRENT EDITION FIRE PREVENTION: NFPA NATIONAL FIRE CODES, CURRENT EDITIONS NFPA NATIONAL FIRE CODES, CURRENT EDITIONS ELECTRICAL: NATIONAL ELECTRICAL CODE (NEC), CURRENT EDITIONNATIONAL ELECTRICAL CODE (NEC), CURRENT EDITION

S S

HARTIGAN

BOWMAN FOSTER

& ASSOCIATES

A U

T H

O R

D V

E H

S O

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P A

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SUSQUEHANNA RIVER

PERRYVILLE

COMMUNITY

PARK

PERRYVILLE

COMMUNITY

PARK

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30" CONIFER

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30" CONIFER

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24" CONIFER

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12" CONIFER

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24" CONIFER

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BOILER HOUSE ROAD

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LAUNDRY DRIVE

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BOILER HOUSE ROAD

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LIMITS OF DISTURBANCE

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LIMITS OF DISTURBANCE

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LIMITS OF DISTURBANCE

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CONTRACTOR ACCESS PATH

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EXISTING GRAVEL DRIVE

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EXISTING FENCE TO REMAIN

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VA FORM 08-6231, OCT 1978

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AutoCAD SHX Text one eighth inch = one foot

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AutoCAD SHX Text one quarter inch = one foot

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AutoCAD SHX Text three eighths inch = one foot

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VAMC, MARYLAND

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VAMC MARYLAND

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PERRY POINT

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CONSTRUCT CENTRAL EMERGENCY POWER DISTRIBUTION - DESIGN

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TLC

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DRW

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15221 CARROLLTON BLVD SUITE 205 CARROLLTON, VA 23314

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STORMWATER POLLUTION PREVENTION PLAN

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SCALE 1''=30'

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MAINTAIN THROUGHOUT DEMOLITION AND CONSTRUCTION PERIOD

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MAINTAIN UNTIL PERMANENT VEGETATION IS ESTABLISHED.

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AS SOON AS SWALES ARE CREATED.

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IN SWALES

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CHECK DAMS

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IMMED. AFTER TOPSOIL IS STRIPPED AND STOCKPILED.

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MAINTAIN UNTIL STOCKPILES ARE REMOVED.

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STOCKPILE PERIMETERS

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SILT FENCING AT

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MAINTAIN UNTIL STOCKPILES ARE REMOVED.

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IMMED. AFTER TOPSOIL IS STRIPPED AND STOCKPILED.

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STOCKPILE SEEDING

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TEMPORARY TOPSOIL

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MAINTAIN UNTIL PERMANENT VEGETATION IS ESTABLISHED.

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IMMED. AFTER ROUGH GRADING, LAWN & LANDSCAPE AREAS.

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TEMPORARY SEEDING

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MAINTAIN UNTIL END OF DEMOLITION PERIOD.

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INSTALL AT BEGINNING OF GRADING OPERATIONS.

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SILT FENCING

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TIMING / DURATION

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ELEMENT

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ROCK/SILT FENCE

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EXIST. INLET PROTECTION

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MAINTAIN UNTIL PERMANENT VEGETATION IS ESTABLISHED.

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INSTALL AT BEGINNING OF GRADING OPERATIONS.

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CONSTRUCTION

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ACCESS DRIVES

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INSTALL AT BEGINNING OF GRADING OPERATIONS.

AutoCAD SHX Text STORMWATER POLLUTION PREVENTION PLAN NOTES A. THE EXISTING TOPOGRAPHIC AND SITE INFORMATION SHOWN HAS BEEN PROVIDED BY GEORGE WILLIAM THE EXISTING TOPOGRAPHIC AND SITE INFORMATION SHOWN HAS BEEN PROVIDED BY GEORGE WILLIAM GEORGE WILLIAM STEPHENS, JR. AND ASSOCIATES, INC. THIS INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE THIS INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR IS REQUIRED TO PROVIDE THEIR OWN SURVEYING AND UTILITY LOCATING SERVICES TO VERIFY ALL INFORMATION SHOWN PRIOR TO THE START OF CONSTRUCTION AND TO IMMEDIATELY NOTIFY THE COR OF DISCREPANCIES BETWEEN THE CONTRACTORS SURVEY AND THE INFORMATION SHOWN ON THESE DRAWINGS, OTHERWISE THE CONTRACTOR ACCEPTS LIABILITY FOR ACCURACY OF THE INFORMATION SHOWN; THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE (RESULTANT OF WORK PERFORMED ACCORDING TO THESE DOCUMENTS) TO UTILITIES SHOWN ON THE DRAWINGS THAT ARE TO REMAIN. B. THE CONTRACT DRAWINGS SHOW THE APPROXIMATE LOCATION OF EXISTING UTILITY LINES. THESE LINES THE CONTRACT DRAWINGS SHOW THE APPROXIMATE LOCATION OF EXISTING UTILITY LINES. THESE LINES HAVE BEEN IDENTIFIED AND LOCATED AS ACCURATELY AS POSSIBLE USING AVAILABLE INFORMATION. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING UTILITY LOCATIONS ON THE SURVEY WITH LOCATIONS IN THE FIELD, AND COORDINATING WITH UTILITY COMPANIES FOR DEMOLITION OF UTILITIES INDICATED. C. LIMIT CONSTRUCTION ACCESS TO THE SITE TO LOCATIONS COORDINATED WITH THE COR AS ACCESS LIMIT CONSTRUCTION ACCESS TO THE SITE TO LOCATIONS COORDINATED WITH THE COR AS ACCESS DRIVEWAYS. TEMPORARY ACCESS DRIVEWAY FOR CONSTRUCTION VEHICLES IS AS SHOWN ON EXISTING ROADS, OR IF APPROVED BY THE COR AT OTHER LOCATIONS NOT ALREADY PAVED, GRAVELED A MINIMUM OF 6" DEPTH WITH FILTER FABRIC PLACED BETWEEN SOIL AND STONE FOR A DISTANCE AS INDICATED ON DRAWINGS INTO THE SITE AND MAINTAINED IN GOOD CONDITION THROUGHOUT THE DEMOLITION PERIOD. MAINTAIN THE ACCESS DRIVE TO THE SITE TO MINIMIZE THE ACCUMULATION OF MUD, DIRT, DUST AND OTHER DEBRIS CAUSED BY THE CONTRACTOR'S OPERATIONS. THE DRIVE WILL BE CHECKED DAILY AND CLEANED BY THE CONTRACTOR AS REQUIRED TO MAINTAIN THIS CONDITION THROUGHOUT THE DEMOLITION PERIOD. D. PRIOR TO BEGINNING CONSTRUCTION OPERATIONS, SURROUND ALL DRAINAGE INLET STRUCTURES WITH PRIOR TO BEGINNING CONSTRUCTION OPERATIONS, SURROUND ALL DRAINAGE INLET STRUCTURES WITH ROCK BAGS, STONE, OR TEMPORARY SILT FENCE FOR SILT CONTROL, SEE DETAILS AND PROVIDE CHECK DAMS AT ALL DRAINAGE SWALES. MAINTAIN IN GOOD OPERATING CONDITION THROUGHOUT THE DEMOLITION PERIOD. REMOVE AFTER SURROUNDING PERMANENT VEGETATION IS ESTABLISHED OR SURROUNDING PAVEMENT IS INSTALLED. MAINTAIN ALL STORM DRAINAGE SYSTEMS TO FUNCTION THROUGHOUT THE DEMOLITION PERIOD. E. SILT FENCING IS REQUIRED TO BE INSTALLED PRIOR TO THE BEGINNING OF DEMOLITION OPERATIONS AND SILT FENCING IS REQUIRED TO BE INSTALLED PRIOR TO THE BEGINNING OF DEMOLITION OPERATIONS AND MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD AND KEPT IN PLACE, SEE DETAILS. REFER TO PLAN FOR APPROXIMATE LOCATIONS. MAINTENANCE INCLUDES INSPECTION ONCE PER WEEK, IMMEDIATELY AFTER EACH RAINFALL OF 1/2" OR MORE, AND AT LEAST DAILY DURING PROLONGED PERIODS OF RAIN. REPAIR ANY UNDERCUTTING OR END RUNS. REPLACE DAMAGED FABRIC SECTIONS PROMPTLY.

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 Apr 22, 2022.