36C78618Q0414-003.pdf

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© 2017 HERE © AND © 2017 Microsoft Corporation

SITE

Gordon 301 N. Mildred Street, Suite 1

Charles Town, WV 25414 Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Project Number

Building Number

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Approved:

VA FORM 08 - 6231

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FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CITY OF ALEXANDRIA, VIRGINIA

872-NRM17-10

Project Director

September 19, 2017 KMS RPPRevisions: Date: Dwg. of 10

ALEXANDRIA NATIONAL

CEMETERY SITE IMPROVEMENTS

PACKAGE B

GI-001

COVER SHEET

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LOCAL MAP

SCALE: 1" = 1000'

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01 GI-001 COVER SHEET

02 GI-002 GENERAL NOTES

03 GI-501 SITE DETAILS

04 GC-001 EROSION AND SEDIMENT CONTROL NOTES

05 GC-501 EROSION AND SEDIMENT CONTROL DETAILS

06 GC-101 EROSION AND SEDIMENT CONTROL PLAN

07 XP-101 EXISTING CONDITIONS

08 CS-101 SITE PLAN

09 CS-102 SITE PLAN

10 CU-261 STORM DRAIN PROFILES

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AutoCAD SHX Text THE FOLLOWING STATES REQUIRE NOTIFICATION BY EXCAVATORS, DESIGNERS, OR ANY PERSON PREPARING TO DISTURB THE EARTH'S SURFACE ANYWHERE IN THE STATE. IN VIRGINIA, MARYLAND, THE DISTRICT OF COLUMBIA, AND DELAWARE CALL - 811 (WV 1-800-245-4848) (PA 1-800-242-1776) (DC 1-800-257-7777) (VA 1-800-552-7001) (MD 1-800-257-7777) (DE 1-800-282-8555)

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DEPARTMENT OF VETERANS AFFAIRS

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100% CONSTRUCTION DOCUMENTS

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ALEXANDRIA NATIONAL CEMETERY CITY OF ALEXANDRIA, VIRGINIA

AutoCAD SHX Text ROAD, WALKWAY, DRAINAGE, AND ROSTRUM REPAIRS, "PACKAGE B" PROJECT NUMBER 872-NRM17-10872-NRM17-10

Gordon 301 N. Mildred Street, Suite 1

Charles Town, WV 25414 Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CITY OF ALEXANDRIA, VIRGINIA

872-NRM17-10

Project Director

September 19, 2017 KMS RPPRevisions: Date: Dwg. of 10

ALEXANDRIA NATIONAL

CEMETERY SITE IMPROVEMENTS

PACKAGE B

GI-002

GENERAL NOTES

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UGE UGE

W W

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UGE UGE

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OHC

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AutoCAD SHX Text CONSTRUCTION NOTES: 1. THE CONTRACTING OFFICER REPRESENTATIVE AND CONTRACTOR ARE RESPONSIBLE FOR REVIEWING THE PLANS PRIOR TO CONSTRUCTION THE CONTRACTING OFFICER REPRESENTATIVE AND CONTRACTOR ARE RESPONSIBLE FOR REVIEWING THE PLANS PRIOR TO CONSTRUCTION AND NOTIFYING GORDON OF ANY CIRCUMSTANCES FOUND WITHIN THESE PLANS IN NEED OF VERIFICATION SO THAT APPROPRIATE REVISIONS CAN BE MADE, IF WARRANTED. 2. DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH U.S. DEPARTMENT OF DEVELOPMENT OF THE SITE INCLUDING CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH U.S. DEPARTMENT OF VETERAN AFFAIRS REQUIREMENTS AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 3. EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND SEDIMENT EROSION AND SEDIMENT CONTROL DEVICES ARE TO BE IN PLACE PRIOR TO ANY CONSTRUCTION. REFER TO EROSION AND SEDIMENT CONTROL PLAN FOR PHASING AND DETAILS. 4. ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED SHALL BE ALL LAND ON OR OFF-SITE WHICH IS DISTURBED BY CONSTRUCTION AND WHICH IS NOT BUILT UPON OR SURFACED SHALL BE ADEQUATELY STABILIZED TO CONTROL EROSION AND SEDIMENTATION 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER AND THE ENGINEER OF ANY CHANGES OR CONDITIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OWNER AND THE ENGINEER OF ANY CHANGES OR CONDITIONS ATTACHED TO PERMITS REQUIRED FOR CONSTRUCTION. 6. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING TRUCKS AND/OR EQUIPMENT OF MUD AND DEBRIS, PRIOR TO ENTERING PAVED AREAS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CLEAN STREETS OF MUD AND/OR LAYING DUST AND TO TAKE ALL APPROPRIATE MEASURES NECESSARY TO ENSURE THAT STREETS ARE KEPT IN A CLEAN AND DUST FREE CONDITION AT ALL TIMES. 7. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL VISIT THE SITE AND SHALL VERIFY EXISTING CONDITIONS PRIOR TO STARTING CONSTRUCTION ACTIVITIES. 8. THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF CONSTRUCTION AND THE CONTRACTOR SHALL CLEAR THE SITE OF ALL TREES, BUILDINGS, FOUNDATIONS, ETC. WITHIN THE LIMITS OF CONSTRUCTION AND SHALL BE RESPONSIBLE FOR COORDINATING ANY DISCONNECTION AND/OR ABANDONMENT OF EXISTING UTILITIES AND STRUCTURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND ABANDONING ALL EXISTING WELLS AND/OR SEPTIC DRAIN FIELDS AND COORDINATING THEIR ABANDONMENT WITH THE HEALTH DEPARTMENT. 9. CONTRACTOR SHALL CONTACT VA 811 (MISS UTILITY OF VIRGINIA) AT 1-800-552-7001 OR VA811.COM A MINIMUM OF SEVENTY-TWO CONTRACTOR SHALL CONTACT VA 811 (MISS UTILITY OF VIRGINIA) AT 1-800-552-7001 OR VA811.COM A MINIMUM OF SEVENTY-TWO (72) HOURS PRIOR TO ANY EXCAVATION WITHIN AREAS SERVED BY UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING THE PRESENCE OF ANY UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 10. GORDON DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF ANY EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND GORDON DOES NOT CERTIFY TO THE LOCATION OF OR THE EXISTENCE OF ANY EXISTING UNDERGROUND UTILITIES. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE RECORDS AND DISCUSSION WITH THE OWNER. THIS DOES NOT CONSTITUTE A GUARANTEE OF THEIR ACTUAL LOCATIONS OR THAT THEY HAVE ALL BEEN SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES PRIOR TO BEGINNING ANY CONSTRUCTION. THESE TEST HOLES WILL BE MADE TO VERIFY ALL CROSSINGS BETWEEN NEW AND EXISTING FACILITIES AND AT CRITICAL GRADE CHANGES. IF CONDITIONS ARE FOUND IN THE FIELD, WHICH ARE MATERIALLY DIFFERENT FROM THE PLANS, THE CONTRACTOR SHALL NOTIFY GORDON. SO THAT APPROPRIATE REVISIONS IF WARRANTED CAN BE MADE TO THE PLANS AT THE GOVERNMENT'S EXPENSE. 11. GORDON DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE, THE LOCATION OF UNDERLYING ROCK, OR THE LOCATION GORDON DOES NOT CERTIFY TO THE SUB-SURFACE CONDITIONS OF THE SITE, THE LOCATION OF UNDERLYING ROCK, OR THE LOCATION OF POTENTIAL SINKHOLES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DIGGING OF TEST HOLES TO VERIFY SUB-SURFACE CONDITIONS PRIOR TO BEGINNING ANY CONSTRUCTION. IF SINKHOLES ARE FOUND IN THE FIELD, REMEDIATION WILL BE REQUIRED AS SPECIFIED BY A QUALIFIED GEOTECHNICAL ENGINEERING FIRM. 12. ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY A THIRD PARTY ENGINEERING FIRM AND PAID ALL TESTS, STUDIES, ETC., REQUIRED DURING CONSTRUCTION WILL BE CARRIED OUT BY A THIRD PARTY ENGINEERING FIRM AND PAID FOR BY THE CONTRACTOR. 13. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED. ALL PROPOSED ELEVATIONS AS SHOWN HEREIN ARE FINISHED GRADE UNLESS OTHERWISE NOTED. 14. MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN CROSSING OF ALL UTILITY LINES UNLESS MAINTAIN A MINIMUM VERTICAL CLEARANCE OF ONE (1) FOOT SIX (6) INCHES BETWEEN CROSSING OF ALL UTILITY LINES UNLESS OTHERWISE NOTED. 15. EARTHWORK SHALL BE COMPACTED TO THE PERCENTAGES OF MAXIMUM DRY DENSITY (ACCORDING TO AASHTO-T99) AS DIRECTED BY A EARTHWORK SHALL BE COMPACTED TO THE PERCENTAGES OF MAXIMUM DRY DENSITY (ACCORDING TO AASHTO-T99) AS DIRECTED BY A GEOTECHNICAL ENGINEER. COMPACTION OF SUBGRADES SHALL BE CERTIFIED BY A LABORATORY MEETING THE REQUIREMENTS OF ASTM COMPACTION OF SUBGRADES SHALL BE CERTIFIED BY A LABORATORY MEETING THE REQUIREMENTS OF ASTM D3740. COMPACTION REPORTS SHALL BE SUBMITTED TO THE RE/COR WITHIN 24 HOURS AFTER COMPLETION OF EACH TEST. ALL THIRD ALL THIRD PARTY TEST SHALL BE PAID FOR BY THE CONTRACTOR. 16. THE CONTRACTING OFFICER REPRESENTATIVE, CONTRACTOR, AND/OR SURVEYOR SHALL BE RESPONSIBLE FOR NOTIFYING GORDON OF THE CONTRACTING OFFICER REPRESENTATIVE, CONTRACTOR, AND/OR SURVEYOR SHALL BE RESPONSIBLE FOR NOTIFYING GORDON OF ANY CONDITIONS FOUND IN THE FIELD PRIOR TO STAKEOUT THAT VARY FROM THE APPROVED PLANS OR THAT MAKE CONSTRUCTABILITY IMPOSSIBLE SO THAT APPROPRIATE REVISIONS CAN BE MADE PRIOR TO STAKEOUT AND/OR CONSTRUCTION. ANY OBSERVATIONS REGARDING APPARENT INCONSISTENCIES IN THE PLANS SHALL BE BROUGHT TO GORDON'S ATTENTION FOR VERIFICATION PRIOR TO STAKEOUT. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN THE CONTRACTOR SHALL BE RESPONSIBLE FOR INITIATING, MAINTAINING AND SUPERVISING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE PERFORMANCE OF ITS WORK AND THE WORK OF ITS SUBCONTRACTORS. GORDON SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.

AutoCAD SHX Text GENERAL NOTES: 1. THE PROPOSED SITE IMPROVEMENTS FOR THE 'ALEXANDRIA NATIONAL CEMETERY ROAD, WALKWAY, DRAINAGE, AND ROSTRUM REPAIRS' THE PROPOSED SITE IMPROVEMENTS FOR THE 'ALEXANDRIA NATIONAL CEMETERY ROAD, WALKWAY, DRAINAGE, AND ROSTRUM REPAIRS' INCLUDE, BUT ARE NOT LIMITED TO, REMOVAL, CATALOGING, CLEANING & REPLACEMENT OF PAVERS & CURBS IN INDICATED AREA; CONSTRUCTION OF A CONCRETE SLAB TO SUPPORT PAVERS; REPLACEMENT OF DAMAGED STONE STAIR TREADS; TUCK POINTING OF EXISTING STONE STRUCTURES; REPLACEMENT OF DAMAGED STONES IN WALLS/COLUMNS; CONSTRUCTION OF SIDEWALKS AND CURBING; DEMOLITION OF ASPHALT PAVEMENT & CURB IN INDICATED AREAS; DEMOLITION OF EXISTING STORM INLETS & PIPING IN INDICATED AREAS; UNDERCUT OF SOIL AND CONSTRUCTION OF COMPACTED AGGREGATE SUBBASE FOR NEW PAVING; CONSTRUCTION OF NEW STORM DRAIN AND PIPING; CONSTRUCTION OF ASPHALT PAVEMENT & CONCRETE CURB WITH EDGEDRAIN; DEMOLITION OF INDICATED AREAS OF CONCRETE SIDEWALK; CONSTRUCTION OF NEW SIDEWALKS; DEMOLITION AND REPLACEMENT OF LIGHTING; & DEMOLITION OF SHRUBS. THE PROJECT IS LOCATED IN ALEXANDRIA, VIRGINIA. 2. THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION WAS COMPILED FROM A FIELD TOPOGRAPHIC THE TOPOGRAPHIC CONTOUR INTERVAL IS ONE (1) FOOT. TOPOGRAPHIC INFORMATION WAS COMPILED FROM A FIELD TOPOGRAPHIC SURVEY PREPARED BY GORDON DATED JUNE 2017. HORIZONTAL DATUM IS REFERENCED TO THE VIRGINIA COORDINATE SYSTEM OF HORIZONTAL DATUM IS REFERENCED TO THE VIRGINIA COORDINATE SYSTEM OF 1983, NORTH ZONE. VERTICAL DATUM IS REFERENCED TO NAVD 88. 3. THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 5155190041E DATED JUNE 16, 2011. PORTIONS OF THE PROJECT AREA THE SUBJECT PROPERTY IS LOCATED ON F.E.M.A. MAP 5155190041E DATED JUNE 16, 2011. PORTIONS OF THE PROJECT AREA LOCATED WITHIN THE 100-YEAR FLOODPLAIN AREA (ZONE AE) AS SHOWN ON THE PLAN SHEETS. 4. SEE THIS SHEET FOR LEGEND OF SYMBOLS USED HEREIN. SEE THIS SHEET FOR LEGEND OF SYMBOLS USED HEREIN. 5. BURIAL CEREMONIES MAY BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. DURING ALL CEREMONIES, ALL WORK SHALL BURIAL CEREMONIES MAY BE SCHEDULED THROUGHOUT THE COURSE OF THIS PROJECT. DURING ALL CEREMONIES, ALL WORK SHALL STOP, ESPECIALLY WHEN HEAVY EQUIPMENT ACTIVITY OR NOISE PRODUCING WORK IS BEING DONE. LIGHT WORK ACTIVITY MAY CONTINUE IF IT DOES NOT CREATE NOISE OR DISTRACTIONS TO THE CEREMONY. COORDINATE DAILY ACTIVITIES WITH THE CEMETERY DIRECTOR OR HIS APPROVED REPRESENTATIVE TO ACCOMMODATE SCHEDULED BURIALS. 6. DUE TO THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY DUE TO THE SENSITIVE NATURE OF THE CEMETERY SITE, CONTRACTOR SHALL MAINTAIN EACH WORK AREA IN A CLEAN AND ORDERLY APPEARANCE. TRASH AND WASTE MATERIALS SHALL BE STORED IN APPROVED CONTAINERS AND ROUTINELY DISPOSED OF OFF-SITE. CLEANUP SHALL BE REQUIRED AT THE END OF EACH DAY AND/OR MORE FREQUENTLY AS REQUIRED. 7. AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED AFFECT OF WORK ON PUBLIC ACCESS SHALL BE MINIMAL AND SHALL BE COORDINATED WITH THE CEMETERY DIRECTOR. ANY ALTERED PUBLIC TRAFFIC ROUTES SHALL BE WELL DEFINED WITH PROFESSIONALLY MADE SIGNAGE AND/OR OTHER APPROVED CONVENTIONAL METHODS. CONTRACTOR SHALL PROVIDE TWO SIGNS SIMILAR TO THE CEMETERY'S "PARDON OUR APPEARANCE" SIGNS. SIZE TO BE A MINIMUM OF 4'X5' HIGH MOUNTED ON TWO 4"X4" POSTS, PLACED IN A LOCATION AS DETERMINED BY THE CEMETERY DIRECTOR. TEXT SIZE SHALL BE MAXIMUM SIZE PROPORTIONAL TO WIDTH/HEIGHT OF SIGN. TEXT WILL BE PROVIDED BY CEMETERY DIRECTOR. 8. THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND THERE SHALL BE AT ALL TIMES WHEN WORK IS BEING DONE, A COMPETENT PERSON WHO IS APPRISED OF THE CONDITION AND PROGRESS OF ALL AREAS OF WORK ON SITE. THIS PERSON SHALL BE ABLE TO SPEAK FOR AND ACT IN THE BEHALF OF THE CONTRACTOR. THEY SHALL BE AWARE AND KNOWLEDGEABLE OF ALL THE SAFETY CONCERNS ON THE JOB SITE. THEY SHALL BE EMPOWERED TO IMMEDIATELY AND EFFECTIVELY MITIGATE THE ACTIONS OF ANY WORKMAN ON SITE.

AutoCAD SHX Text FPM FEET PER MINUTE FEET PER MINUTE FPS FEET PER SECOND FEET PER SECOND FPW FIRE PROTECTION WATER 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 GTV GATE VALVE GATE VALVE GUT GUTTER GUTTER H&CW HOT AND COLD WATER HOT AND COLD WATER 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 HTHW HIGH TEMPERATURE HOT HIGH TEMPERATURE HOT WATER HTWR HEATING WATER RETURN HEATING WATER RETURN HTWS HEATING WATER SUPPLY HEATING WATER SUPPLY HV HOSE VALVE HOSE VALVE HW HOT WATER HOT WATER HWB HOT WATER BOILER HOT WATER BOILER HWL HOT WATER LINE HOT WATER LINE HWR HOT WATER RETURN HOT WATER RETURN HWS HOT WATER SUPPLY HOT WATER SUPPLY HWT HOT WATER TANK HOT WATER TANK HWY HIGHWAY HIGHWAY HYD HYDRANT HYDRANT HYDR HYDRAULIC HYDRAULIC ID INSIDE DIAMETER OR INSIDE 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 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 MATV MASTER ANTENNA TELEVISION MASTER ANTENNA TELEVISION SYSTEM 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 NUMBERNUMBER

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SITE ABBREVIATIONS

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 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 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 AMERICAN WATER WORKS ASSOCIATION B&F BELL AND FLANGE BELL AND FLANGE B&S BELL AND SPIGOT BELL AND SPIGOT BAL BALANCE BALANCE BC BACK OF CURB BACK OF CURB BCV BUTTERFLY CHECK VALVE BUTTERFLY CHECK VALVE BDRY BOUNDARY BOUNDARY BFP BACKFLOW PREVENTER BACKFLOW PREVENTER BFV BUTTERFLY VALVE BUTTERFLY VALVE BITUM BITUMINOUS BITUMINOUS BKGD BACKGROUND BACKGROUND BL BASE LINE BASE LINE BLDG BUILDING BUILDING BLR BOILER BOILER BLT BUILT BUILT BLVD BOULEVARD BOULEVARD BM BEAM OR BENCHMARK BEAM OR BENCHMARK BN BULLNOSE BULLNOSE BRG BEARING BEARING BSTR BOOSTER BOOSTER BV BALL VALVE BALL VALVE BW BOTH WAYS BOTH WAYS BWG BIRMINGHAM WIRE GAUGE BIRMINGHAM WIRE GAUGE C TO C CENTER TO CENTER CENTER TO CENTER CALC CALCULATE CALCULATE CAP CAPACITY CAPACITY CB CATCH BASIN OR CEMENT CATCH BASIN OR CEMENT BASE CCTV CLOSED CIRCUIT TELEVISION CLOSED CIRCUIT TELEVISION CD CONSTRUCTION DOCUMENTS OR CONSTRUCTION DOCUMENTS OR CONTRACT DOCUMENTS CDW CHILLED DRINKING WATER CHILLED DRINKING WATER CDWR CHILLED DRINKING WATER CHILLED DRINKING WATER RETURN CDWS CHILLED DRINKING WATER CHILLED DRINKING WATER SUPPLY CEM CEMENT CEMETERY CEMENT CEMETERY CEM CEMETERY CEMENT CEMETERY CEMENT 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 CHK CHECK CHECK CHKV CHECK VALVE CHECK VALVE CCHW CHILLED WATER CIRCULATING CHILLED WATER CIRCULATING HOT WATER CHW CIRCULATING HOT WATER CIRCULATING HOT WATER CHILLED WATER CHWP CHILLED WATER PUMP CHILLED WATER PUMP CHWPP CHILLED WATER PRIMARY PUMP CHILLED WATER PRIMARY PUMP CHWR CHILLED WATER RETURN CHILLED WATER RETURN CHWRP CHILLED WATER RECIRCULATING CHILLED WATER RECIRCULATING PUMP CHWS CHILLED WATER SUPPLY CHILLED WATER SUPPLY CHWSP CHILLED WATER SECONDARY CHILLED WATER SECONDARY PUMP CI CAST IRON OR CURB INLET CAST IRON OR CURB INLET CIP CAST-IN-PLACE OR CAST IRON CAST-IN-PLACE OR CAST IRON PIPE CIR CIRCLE CIRCLE CJ CONSTRUCTION JOINT OR CONSTRUCTION JOINT OR CONTROL JOINT CL CENTER LINE, CLASS, OR CENTER LINE, CLASS, OR CLOSE CLASS CLASSIFICATION CLASSIFICATION CLL CONTRACT LIMIT LINE CONTRACT LIMIT LINE CLOS CLOSURE CLOSURE CLR CLEAR CLEAR cm CENTIMETER CENTIMETER 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 CERTIFICATE OF OCCUPANC, CERTIFICATE OF OCCUPANC, 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

AutoCAD SHX Text NOM NOMINAL NOMINAL NORM NORMAL NORMAL NRCP NON-REINFORCED CONCRETE 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 PA PIPE ANCHOR PIPE ANCHOR PAR PARALLEL PARALLEL PAT PATTERN PATTERN PB PULL BOX PULL BOX PC POINT OF CURVE POINT OF CURVE PCA PORTLAND CEMENT 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 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 PMPSCT PUMP SUCTION PUMP SUCTION PN PART NUMBER PART NUMBER PNEU PNEUMATIC PNEUMATIC PO POST OFFICE OR PURCHASE 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 PRV PRESSURE REGULATOR VALVE PRESSURE REGULATOR VALVE OR PRESSURE RELIEF VALVE 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 PTRV PRESSURE TEMPERATURE PRESSURE TEMPERATURE RELIEF VALVE 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 REINFORCED CONCRETE CULVERT PIPE RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RD ROAD OR ROOF DRAIN ROAD OR ROOF DRAIN RDC REDUCER REDUCER 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 RV RELIEF VALVE RELIEF VALVE RW ROADWAY ROADWAY RWL RAIN WATER LEADER RAIN WATER LEADER RWR RECESSED WASTE RECEPTACLE RECESSED WASTE RECEPTACLE 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

AutoCAD SHX Text 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 SM SILTY SAND SILTY SAND SMH STEAM MANHOLE STEAM MANHOLE SMP SUMP PUMP SUMP PUMP SOV SHUT OFF VALVE SHUT OFF VALVE 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 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., TEST BORING-XX (E.G., TB-01) TCP TRAFFIC CONTROL PLAN TRAFFIC CONTROL PLAN TD TRENCH DRAIN TRENCH DRAIN TE TOP ELEVATION TOP ELEVATION TEL TELEPHONE TELEPHONE TEMP TEMPORARY TEMPORARY THK THICKNESS THICKNESS THRU THROUGH THROUGH TMH TOP OF MANHOLE TOP OF MANHOLE TN TRUE NORTH TRUE NORTH TNL TUNNEL TUNNEL TO TOP OF ___ TOP OF ___ TO FDN TOP OF FOUNDATION TOP OF FOUNDATION TOB TOP OF BEAM TOP OF BEAM TOC TOP OF CONCRETE OR TOP OF TOP OF CONCRETE OR TOP OF CURB TOC FTG TOP OF CONCRETE FOOTING TOP OF CONCRETE FOOTING TOC WALL TOP OF CONCRETE WALL TOP OF CONCRETE WALL TOF TOP OF FOOTING TOP OF FOOTING TOP TOP OF PAVEMENT TOP OF PAVEMENT TOPO TOPOGRAPHY TOPOGRAPHY TOS TOP OF SLAB TOP OF SLAB 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 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 UNINTERRUPTIBLE POWER SUPPLY UTIL UTILITY UTILITY VAR VARIES VARIES VB VALVE BOX VALVE BOX VC VERTICAL CURVE VERTICAL CURVE VCO VACUUM CLEANER OUTLET VACUUM CLEANER OUTLET VCT VITRIFIED CLAY TILE VINYL 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 WIDE WASTE, WEST, OR WIDE W/ WITH WITH W/O WITHOUT WITHOUT 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; WASTE WATER WARM WHITE; WIREWAY XFMR TRANSFORMER TRANSFORMER

AutoCAD SHX Text COV PL COVER PLATE COVER PLATE CP CONCRETE PIPE OR CONTROL 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 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 CV CONTROL VALVE CONTROL VALVE CW CLOCKWISE OR COLD WATER CLOCKWISE OR COLD WATER PIPING CWP CIRCULATING WATER PUMP OR CIRCULATING WATER PUMP OR CONDENSER WATER PUMP CWR CONDENSER WATER RETURN CONDENSER WATER RETURN CWS CONDENSER WATER SUPPLY CONDENSER WATER SUPPLY 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 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 DOMESTIC WATER RETURN OR DRAWER DWS DOMESTIC WATER SUPPLY DOMESTIC WATER SUPPLY 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 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 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 FAHRENHEIT FEMALE; FIRE LINE FAHRENHEIT FEMALE; FIRE LINE F FEMALE FAHRENHEIT; FIRE LINE FEMALE FAHRENHEIT; FIRE LINE 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 FF EL FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION FH FIRE HYDRANT FIRE HYDRANT FIG FIGURE FIGURE FIL FILLET FILLET FIN FINISH FINISH FLG FLANGE FLANGE 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 FIRE PROTECTION OR FLAGPOLE

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EXISTING

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PROPOSED

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BOUNDARY/RIGHT-OF-WAY LINE

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ADJACENT BOUNDARY LINE

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EASEMENT LINE

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ROAD CENTERLINE

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HEADER CURB

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CURB & GUTTER

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EDGE OF PAVEMENT

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CHAIN LINK FENCE

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OVERHEAD UTILITY LINE

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UNDERGROUND UTILITY LINE

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WATER MAIN

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BUILDINGS

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SIDEWALK

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SANITARY SEWER MAIN

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STORM SEWER LINE

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TREES/SHRUBS

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LIMITS OF CONSTRUCTION

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INDEX CONTOUR LINE

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INTERMEDIATE CONTOUR LINE

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SPOT ELEVATIONS

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MISCELLANEOUS SIGNS

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SITE LIGHT WITH POLE

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DRIP LINE OF TREES

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REVERSE CURB

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TO BE REMOVED

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TO REMAIN

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BOARD FENCE

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8" SAN

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15" RCP

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TRANS

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CURB

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SOIL BOUNDARY

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TC

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WIRE FENCE

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EDGE OF GRAVEL

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GUARDRAIL

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CIVIL LEGEND:

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EDGE OF CONCRETE

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CO

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SANITARY SEWER CLEAN-OUT

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CO

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EX

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SANITARY SEWER MANHOLE

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STORM SEWER MANHOLE

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STORM SEWER GRATE INLET

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STORM SEWER CURB INLET

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STORM SEWER RIP-RAP

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STORM SEWER END SECTION

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FIRE HYDRANT

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WATER VALVE

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WATER METER

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MAIL BOX

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UTILITY POLE

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RETAINING WALL

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INV

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EX.

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OVERHEAD COMMUNICATIONS LINE

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UNDERGROUND COMMUNICATIONS LINE

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BUILDING MOUNTED LIGHT

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UTILITY POLE GUY WIRE

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SANITARY SEWER FORCE MAIN

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8" SAN. SEW.

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15" HDPE

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CO

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DETAIL LABEL

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SHEET NUMBER WHERE SECTION, ELEVATION OR DETAIL IS DRAWN

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NUMBER INDICATES "SECTION"; LETTER INDICATES "ELEVATION" OR "DETAIL"

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TEST-PIT

Charles Town, WV 25414 Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CITY OF ALEXANDRIA, VIRGINIA

872-NRM17-10

Project Director

September 19, 2017 KMS RPPRevisions: Date: Dwg. of 10

ALEXANDRIA NATIONAL

CEMETERY SITE IMPROVEMENTS

PACKAGE B

GI-501

SITE DETAILS

(5) ADAPTER

ANGLES

VARIABLE 0° - 360°

ACCORDING TO

PLANS

18" MIN WIDTH GUIDELINE

8" MIN

THICKNESS

GUIDELINE

(3) VARIABLE SUMP DEPTH

ACCORDING TO PLANS

(6" MIN. BASED ON

MANUFACTURING REQ.)

4" MIN

MINIMUM PIPE BURIAL

DEPTH PER PIPE

MANUFACTURER

RECOMMENDATION

(MIN. MANUFACTURING

REQ. SAME AS MIN. SUMP)

(3) VARIABLE

INVERT HEIGHTS

AVAILABLE

(ACCORDING TO

PLANS/TAKE OFF)

WATERTIGHT

JOINT

(4) VARIOUS TYPES OF

INLET & OUTLET

ADAPTERS AVAILABLE:

(1, 2) INTEGRATED

DUCTILE IRON

FRAME & GRATE TO

MATCH BASIN O.D.

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE

OR OTHER GRANULAR MATERIAL MEETING THE

REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III

MATERIAL AS DEFINED IN ASTM D2321. BEDDING &

BACKFILL FOR SURFACE DRAINAGE INLETS SHALL

BE PLACED & COMPACTED UNIFORMLY IN

ACCORDANCE WITH ASTM D2321.

1 - GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05.

3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212

FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER.

5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°.

TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR

GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE

DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,

TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.

DUCTILE IRON

DO NOT POLLUTE DRAINS TO WATERWAYS

NYLOPLAST

1.70

13.38 .05

APPROX. DRAIN AREA = 50.60 SQ IN

APPROX. WEIGHT WITH FRAME = 35.04 LBS

HINGED GRATE

FOR EASY ACCESS

DIMENSIONS ARE FOR REFERENCE ONLY

ACTUAL DIMENSIONS MAY VARY

DIMENSIONS ARE IN INCHES

GRATE MEETS H-10 LOAD RATING

QUALITY: MATERIALS SHALL CONFORM TO ASTM

A536 GRADE 70-50-05

PAINT: CASTINGS ARE FURNISHED WITH A BLACK

PAINT

SIZE OF OPENING MEETS REQUIREMENTS OF

AMERICAN DISABILITY ACT AS STATED IN FEDERAL

REGISTER PART III, DEPARTMENT OF JUSTICE, 28

CFR PART 36.

.45

.23

NOTE: PROVIDE INLETS WITH 8"Ø OPENING ON UPSTREAM SIDE

WITH CENTER OF OPENING AT A DEPTH OF 23" BELOW RIM FOR

ROADWAY EDGEDRAIN CONNECTIONS. COORDINATE WITH PRECAST

INLET MANUFACTURER TO AVOID CONFLICTS BETWEEN EDGEDRAIN

AND STORM DRAIN PIPING CONNECTIONS. OPENINGS TO BE

TEMPORARILY PLUGGED.

NOTE: FOR BIDDING PURPOSES, CONTRACTOR

SHALL ASSUME 7 AREAS MEASURING 10'x10' WILL

REQUIRE UNDERCUTTING. NOTE: FOR BIDDING PURPOSES, CONTRACTOR

SHALL ASSUME 7 AREAS MEASURING 10'x10' WILL

REQUIRE UNDERCUTTING.

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COMPACTED SUBGRADE

AutoCAD SHX Text 1 in. MORTAR SETTING BED (TYPE S)

AutoCAD SHX Text 3,000 PSI CONCRETE MIX, EXPANSION JOINTS 30 ft. O.C. MAX.

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COMPACTED AGGREGATE BASE, VDOT 21A STONE, OVERRUN EDGE OF CONCRETE BY 6" MIN.

AutoCAD SHX Text 6x6 W1.4xW1.4 WELDED WIRE STEEL FABRIC REINFORCEMENT, 2in MIN.. COVER

AutoCAD SHX Text MORTAR JOINT, WIDTH TO MATCH EXISTING, 3/8in MAX (TYP.)

AutoCAD SHX Text EX BLUESTONE (FLAGSTONE) TO BE USED TO EXTENT POSSIBLE, REPLACEMENT PIECES SHALL MATCH EXISTING. ASSUME 20% NEED REPLACEMENT WITH NEW FLAGSTONE FOR BIDDING.

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INTEGRATED CONCRETE CURB EDGE

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FINISH GRADE

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MATCH EXISTING HEIGHT

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#3 BAR CONT.

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#4 BAR @ 18" O.C.

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COMPACTED SUBGRADE

AutoCAD SHX Text 1 in. MORTAR SETTING BED (TYPE S)

AutoCAD SHX Text 3,000 PSI CONCRETE MIX, EXPANSION JOINTS 30 ft. O.C. MAX.

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COMPACTED AGGREGATE BASE, VDOT 21A STONE, OVERRUN EDGE OF CONCRETE BY 6" MIN.

AutoCAD SHX Text 6x6 W1.4xW1.4 WELDED WIRE STEEL FABRIC REINFORCEMENT, 2in MIN.. COVER

AutoCAD SHX Text MORTAR JOINT, WIDTH TO MATCH EXISTING, 3/8in MAX (TYP.)

AutoCAD SHX Text EX BLUESTONE (FLAGSTONE) TO BE USED TO EXTENT POSSIBLE, REPLACEMENT PIECES SHALL MATCH EXISTING. ASSUME 20% NEED REPLACEMENT WITH NEW FLAGSTONE FOR BIDDING.

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STONE EXISTING, THICKNESS TO MATCH EXISTING

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FINISH GRADE

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MATCH EXISTING HEIGHT

AutoCAD SHX Text FIBERGLASS REINFORCED CONCRETE CURB BEDDING AND BACKING, SLOPE AT 30 DEG FROM BLUESTONE

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3/8" MORTAR JOINT

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COMPACTED SUBGRADE

AutoCAD SHX Text PROVIDE BLOCKING/ STABILIZATION FOR PLACEMENT OF STONE PRIOR TO CONCRETE INSTALLATION.

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BLUESTONE ON CONCRETE, SEE DETAIL

AutoCAD SHX Text 1in. MORTAR SETTING BED, TYPE S

AutoCAD SHX Text 3/8in. MAX. EXPOSED MORTAR JOINT

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BLUESTONE ON CONCRETE

AutoCAD SHX Text 12 in. EXP.. JOINT WITH SELF LEVELING SEALANT AND BACKER ROD (TYP)

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SEE PLAN FOR SLOPE 2% MAX

AutoCAD SHX Text 12 in. EXP. JOINT WITH SELF LEVELING SEALANT AND BACKER ROD (TYP)

AutoCAD SHX Text 2in. CLEFT FACE BLUESTONE (FLAGSTONE) TREAD AND RISER, MATCH EXISTING.

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* NOTES: : 1. BLUESTONE TREAD SHALL BE ONE SOLID PIECE 2. STEPS TO BE REPAIRED/REPLACED AS NEEDED BASED ON FIELD INSPECTION. ASSUME 20% NEED REPLACEMENT WITH NEW FOR BIDDING. 3. TREADS TO SLOPE 2% MAX. FOR POSITIVE DRAINAGE

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EXISTING CONCRETE BASE

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COMPACTED SUBGRADE

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6" THICK 4,000 PSI CONCRETE

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4" THICK COMPACTED AGGREGATE BASE, VDOT 21A STONE

AutoCAD SHX Text 6x6 W1.4xW1.4 WELDED WIRE STEEL FABRIC REINFORCEMENT, 2in MIN.. COVER, AutoCAD SHX Text NOTE: : 1. MATCH L x W DIMENSIONS OF EXISTING PAD.

AutoCAD SHX Text 1"R.

AutoCAD SHX Text NOTES: 1. ALL CONCRETE CURBS AND TRANSITIONS, SHALL ALL CONCRETE CURBS AND TRANSITIONS, SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI. 2. MAXIMUM SPACING ON SCORED JOINTS SHALL BE MAXIMUM SPACING ON SCORED JOINTS SHALL BE 15' [4572mm]. 3. 1/2" [13mm] THICK EXPANSION JOINTS SHALL BE 1/2" [13mm] THICK EXPANSION JOINTS SHALL BE LOCATED AT TANGENT POINTS IN CURB RETURNS, TRANSITIONS, AND AT A MAXIMUM OF 60' [1828.8cm] INTERVALS. EXPANSION MATERIAL SHALL ALSO BE PLACED BETWEEN CURBS AND ADJACENT STRUCTURES, SIDEWALKS, DRIVEWAYS AND CURB ACCESS RAMPS. THE 1/2" [13mm] JOINT FILLER SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 4. CONCRETE SHALL BE FINISHED WITH A STEEL CONCRETE SHALL BE FINISHED WITH A STEEL TROWEL FOLLOWED BY BRUSHING WITH A FINE BRUSH ALONG THE LENGTH OF THE CURB OR CURB AND GUTTER. 5. SINGLE CURB MAY BE CONSTRUCTED BY THE USE SINGLE CURB MAY BE CONSTRUCTED BY THE USE OF FORMS OR MAY BE SLIP FORMED. 6. ALL EXPOSED EDGES AND HAND TOOLED JOINTS ALL EXPOSED EDGES AND HAND TOOLED JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS UNLESS A LARGER RADIUS IS INDICATED BY THE APPLICABLE STANDARD DETAIL OR PROJECT PLANS.

AutoCAD SHX Text

6 TO 1 (MAX.)

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TOP OF CURB

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CONCRETE CURB AND TERMINAL SECTION

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NTS

AutoCAD SHX Text 1/2" [13mm] BITUMINOUS JOINT FILLER

AutoCAD SHX Text 3/4" R. [19mm]

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CONCRETE VERTICAL CURB

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CONCRETE CURB TERMINAL SECTION

AutoCAD SHX Text [152mm]

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PAVEMENT SURFACE

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DESIGN END OF CURB

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NTS

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CONCRETE SIDEWALK

AutoCAD SHX Text NOTES: 1. EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB EXPANSION JOINTS SHALL BE LOCATED WHERE SIDEWALK ABUTS CONCRETE DRIVEWAYS, CURB OR OTHER ADJACENT STRUCTURES. 2. ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT ONE-HALF INCH BITUMINOUS JOINT FILLER SHALL BE INSTALLED AT EXPANSION JOINT LOCATIONS AND SHALL EXTEND THE FULL DEPTH OF THE CONCRETE. 3. 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' 1" DEEP CONTRACTION JOINTS SHALL BE PLACED AT INTERVALS OF APPROXIMATELY 15' [4572mm] OR AT A SPACING THAT MATCHES THE ADJACENT CURB. 4. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. FORMED CONTRACTION JOINTS SHALL BE FINISHED WITH A TOOL HAVING A 1/4" [6mm] RADIUS. 5. SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR SCORED JOINTS SHALL BE 1/4" [6mm] DEEP AND PLACED AT THE SPACING INDICATED FOR THE WIDTH OF SIDEWALK OR MATCH SCORED JOINTS OF ADJACENT CURB. 6. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELLED AND BROOMED WITH A FINE BRUSH IN A TRANSVERSE DIRECTION. 7. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH. 1/4" DEEP SCORED JOINTS (TYP) SPACED AT 6' [1829mm] OR EQUAL TO SIDEWALK WIDTH. 8. CONCRETE SIDEWALK SHALL BE 4,000 PSI. CONCRETE SIDEWALK SHALL BE 4,000 PSI. 9. SIDEWALK SHALL HAVE 6x6 W1.4xW1.4 WELDED WIRE FABRIC REINFORCEMENT.SIDEWALK SHALL HAVE 6x6 W1.4xW1.4 WELDED WIRE FABRIC REINFORCEMENT.

AutoCAD SHX Text 1" [25mm] SCORED OR SAWCUT CONTRACTION JOINT.

AutoCAD SHX Text

TOP OF CURB

AutoCAD SHX Text 1/4" [6mm] DEEP SCORED JOINTS

AutoCAD SHX Text 1/4" [6mm] R. (TYP.) FORMED JOINTS ONLY

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4" THICK 4000 PSI CONCRETE

AutoCAD SHX Text EXPANSION JOINT WITH 1/4" [6mm] BITUMINOUS JOINT FILLER

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1% MIN. 2% MAX.

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1% MIN. 2% MAX.

AutoCAD SHX Text 10.5' MAX. [3200mm]

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TYPICAL SECTION

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EXPANSION AND SCORED JOINT DETAIL

AutoCAD SHX Text [5mm]

AutoCAD SHX Text [18288mm] EXPANSION JOINT TO EXPANSION JOINT

AutoCAD SHX Text [18288mm] EXPANSION JOINT TO EXPANSION JOINT

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(TYP)

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PLANS

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PLANS

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PLAN

AutoCAD SHX Text 2"R.

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CONCRETE STAIR W/ BLUESTONE TREADS & RISERS

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SCALE: NTS

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BLUESTONE ON CONCRETE WITH CONCRETE EDGE

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SCALE: NTS

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BLUESTONE ON CONCRETE WITH BLUESTONE EDGE

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SCALE: NTS

AutoCAD SHX Text D5

AutoCAD SHX Text D6

AutoCAD SHX Text D7

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12" PVC DRAIN BASIN

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NTS

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12" PEDESTRIAN GRATE

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NTS

AutoCAD SHX Text D10

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NTS

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CONCRETE PAD

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4" THICK VDOT 21A AGGREGATE BASE

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VDOT STANDARD DROP INLET DI-1

AutoCAD SHX Text D11

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NTS

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THIS ITEM SHALL BE PRECAST

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CONCRETE SHALL BE 4,000 PSI

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PAVEMENT DEMOLITION DETAILS

AutoCAD SHX Text D1

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NTS

AutoCAD SHX Text CONTRACTOR TO REMOVE EXISTING CURB, ASPHALT, GRAVEL BASE, & SUBGRADE SOILS TO A DEPTH OF 29"

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ASPHALT

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GRAVEL BASE

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SUBGRADE SOIL

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CURB

AutoCAD SHX Text PAVEMENT DEMOLITION WITH UNDERCUT* *UNDERCUT SECTION TO BE APPLIED WHEN UNSUITABLE SOIL IS ENCOUNTERED AT STANDARD SUBGRADE DEPTH OR IF REQUIRED SUBGRADE COMPACTION CANNOT BE ACHIEVED.

AutoCAD SHX Text CONTRACTOR TO REMOVE EXISTING CURB, ASPHALT, GRAVEL BASE, & SUBGRADE SOILS TO A DEPTH OF 13"

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ASPHALT

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GRAVEL BASE

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SUBGRADE SOIL

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CURB

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STANDARD PAVEMENT DEMOLITION

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2" VDOT SM-9.0 ASPHALT SURFACE COURSE

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PAVEMENT SECTION DETAILS

AutoCAD SHX Text D2

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NTS

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TACK COAT

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CONCRETE CURB (SEE DETAIL 3, THIS SHEET)

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2" VDOT SM-9.0 ASPHALT SURFACE COURSE

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TACK COAT

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CONCRETE CURB (SEE DETAIL 3, THIS SHEET)

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5" VDOT BM-25.0 ASPHALT BASE COURSE (IN TWO LIFTS)

AutoCAD SHX Text

VDOT 21B AGGREGATE BASE

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4" DIAMETER PERFORATED PIPE EDGEDRAIN

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#57 AGGREGATE OR #8 AGGREGATE

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GEOTEXTILE DRAINAGE FABRIC (OVERLAP 12" AT TOP)

AutoCAD SHX Text STANDARD PAVEMENT SECTION NOTES: 1. PAVEMENT SHALL BE PROVIDED WITH A CENTER CROWN AND "/FT CROSS-SLOPE. 38"/FT CROSS-SLOPE. 2. CONTRACTOR TO TRENCH EDGEDRAIN ENVELOPE INTO COMPACTED SUBGRADE. 3. OUTSIDE EDGE OF EDGEDRAIN GRAVEL ENVELOPE SHALL BE ALIGNED WITH BACK OF CURB. 5. EDGEDRAIN PIPE TO BE CONNECTED TO INLETS. 4. EDGEDRAIN PERFORATED PIPE SHALL BE SMOOTH WALL CORRUGATED PE MEETING AASHTO M-252 FOR CRUSHING STRENGTH & ASTM F810.

AutoCAD SHX Text COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD)

AutoCAD SHX Text

5" VDOT BM-25.0 ASPHALT BASE COURSE (IN TWO LIFTS)

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4" DIAMETER PERFORATED PIPE EDGEDRAIN

AutoCAD SHX Text

GEOTEXTILE DRAINAGE FABRIC (OVERLAP 12" AT TOP)

AutoCAD SHX Text PAVEMENT SECTION WITH UNDERCUT NOTES: 1. PAVEMENT SHALL BE PROVIDED WITH A CENTER CROWN AND "/FT CROSS-SLOPE. 38"/FT CROSS-SLOPE. 2. CONTRACTOR TO TRENCH EDGEDRAIN ENVELOPE INTO COMPACTED SUBBASE, PROVIDING 4" CLEARANCE OVER GEOGRID. 3. OUTSIDE EDGE OF EDGEDRAIN GRAVEL ENVELOPE SHALL BE ALIGNED WITH BACK OF CURB. 5. EDGEDRAIN PIPE TO BE CONNECTED TO INLETS. 4. EDGEDRAIN PERFORATED PIPE SHALL BE SMOOTH WALL CORRUGATED PE MEETING AASHTO M-252 FOR CRUSHING STRENGTH & ASTM F810.

AutoCAD SHX Text

16" COMPACTED VDOT 21B DENSE GRADED AGGREGATE SUBBASE (IN TWO LIFTS)

AutoCAD SHX Text

TENSAR TX 160 GEOGRID (OR APPROVED EQUAL)

AutoCAD SHX Text COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD)

AutoCAD SHX Text

STANDARD PAVEMENT SECTION

AutoCAD SHX Text PAVEMENT SECTION W/ UNDERCUT* *UNDERCUT SECTION TO BE APPLIED WHEN UNSUITABLE SOIL IS ENCOUNTERED AT STANDARD SUBGRADE DEPTH OR IF REQUIRED SUBGRADE COMPACTION CANNOT BE ACHIEVED.

AutoCAD SHX Text

#57 AGGREGATE OR #8 AGGREGATE

VDOT 21B AGGREGATE BASE

Charles Town, WV 25414 Phone: 304-725-8456 www.gordon.us.com

PROGRAMMING AND PLANNING

CIVIL ENGINEERING

LANDSCAPE ARCHITECTURE

SURVEY AND MAPPING

SECURITY CONSULTING

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Fi le

P at h 6/

/2

:3

9:

P M

FINAL CONSTRUCTION

DOCUMENTS SUBMISSION

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

CITY OF ALEXANDRIA, VIRGINIA

872-NRM17-10

Project Director

September 19, 2017 KMS RPPRevisions: Date: Dwg. of 10

ALEXANDRIA NATIONAL

CEMETERY SITE IMPROVEMENTS

PACKAGE B

GC-001

EROSION AND SEDIMENT

CONTROL NOTES

AutoCAD SHX Text EROSION AND SEDIMENT CONTROL NARRATIVE PROJECT DESCRIPTION: THIS PROJECT IS FOR THE DEMOLITION OF THE ROAD WAY, RECOMPACTION OF THE ROADWAY, INSTALLATION OF STORM DRAINAGE, INSTALLATION OF NEW PAVING, RECONSTRUCTION OF FLAGSTONE PAVER AREAS, AND ASSOCIATED SITE IMPROVEMENTS. EXISTING SITE CONDITIONS: THE SITE IS CHARACTERIZED PREDOMINANTLY BY GENTLY ROLLING SLOPES WITH THE SITE DRAINAGE TOWARDS THE WEST. THE MAJORITY OF THE SITE IS DEVELOPED AS A CEMETERY AND ADMINISTRATION BUILDING. ADJACENT PROPERTY: THE SITE IS BOUNDED BY DEVELOPED LANDS WITH A SWALE TO THE WEST. OFFSITE AREAS: IT IS NOT ANTICIPATED, AT THIS TIME, THAT THERE WILL BE A NEED TO BORROW SOIL FROM OFFSITE AREAS; THEREFORE, NO OFFSITE DISTURBANCES ARE EXPECTED.