36E77620R0001-013.pdf

SECTION LABELS

ELEVATION LABEL

CONCRETE SECTION

RIGID INSULATION

STEEL, CAST IRON

GENERAL FILL MATERIAL

BITUMINOUS PAVEMENT SECTION

TOPSOIL, LOAM AND SEED, SOD

GRANULAR FILL MATERIAL

UNDISTURBED NATIVE SOIL

COARSE AGGREGATE

SPOT ELEVATION REFERENCE INDEX

SYMBOLS

LAWN WALK

F.G.

E.P.

CURB

T.C.

B.C.

DRIVE

F.G.

REMOVALS NOTES

R1 THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL UTILITIES AND SHALL NOTIFY THE

ARCHITECT OF UTILITIES DEVIATING FROM THOSE SHOWN ON THE DRAWINGS.

R2 THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE UTILITY

COMPANIES WHEN INSTALLING WORK ON OR NEAR THEIR POLES.

R3 REMOVE ALL EXISTING PAVEMENT MARKINGS THAT CONFLICT WITH

PROPOSED MARKINGS.

R4 ALL DEMOLITION DEBRIS AND REMOVALS SHALL BE DISPOSED OF OFFSITE AND IN

CONFORMANCE WITH LOCAL AND STATE ORDINANCES

R5 TREE CANOPY AS SHOWN ON PLANS ARE APPROXIMATE AND SHOULD BE FIELD

VERIFIED BY THE CONTRACTOR

L1 THE CONTRACTOR SHALL NOTIFY THE OWNER/ARCHITECT OF CONDITIONS VARYING FROM

THOSE SHOWN ON THE DRAWING SHEET PRIOR TO CONTINUING WORK.

L2 THE CONTRACTOR SHALL EMPLOY A REGISTERED LAND SURVEYOR IN THE LAYOUT OF

BUILDING, DRIVES AND SITE ELEMENTS AS WELL AS PROVIDING ELEVATION CONTROL.

L3 THE CONTRACTOR SHALL VERIFY AND CLEARLY MARK LOCATION OF ALL PROPERTY LINES

PRIOR TO COMMENCING WORK.

G1 TOPOGRAPHIC INFORMATION BASED ON A SURVEY BY GM2 ASSOCIATES, INC. HORIZONTAL

DATUM BASED ON NAD 83 STATE PLANE, RHODE ISLAND, US FOOT, VERTICAL DATUM BASED ON

NAVD 88. A BENCHMARK IS LOCATED ON THE PLAN NEAR THE EXISTING GENERATOR.

G2 BOUNDARY INFORMATION SHOWN IS APPROXIMATE & IS BASED ON A PROPERTY LINE SURVEY

SURVEY BY ALPHA ASSOCIATES DATED 1997. A BOUNDARY SURVEY WAS NOT PERFORMED AS

PART OF THIS PROJECT.

G3 ALL ELEVATIONS SHOWN HEREIN ARE BASED ON A SURVEY BY GM2 ASSOCIATES, INC.,

GIS INFORMATION & FIELD OBSERVATIONS BY WBRC A/E.

G4 ALL TOPSOIL AND ORGANICS SHALL BE REMOVED FROM PAVEMENT AND BUILDING AREAS

PRIOR TO CONSTRUCTION. THIS MATERIAL SHALL NOT BE USED AS GENERAL SITE FILL.

G5 FINISH GRADES ONE FOOT FROM BUILDING SHALL BE 8" BELOW FINISH FLOOR UNLESS

OTHERWISE NOTED.

G6 FINISH GRADES OF SIDEWALKS AT BUILDING ENTRANCES SHALL BE FLUSH WITH FINISH

FLOOR UNLESS OTHERWISE NOTED

G7 TEST PIT LOCATIONS ARE APPROXIMATE REFER TO S.W. COLE INC. GEOTECHNICAL REPORT

BOUND INTO SPECIFICATIONS.

G8 ALL DISTURBED AREAS NOT RECEIVING PAVEMENT, BUILDING, STONE DUST, COURSE

AGGREGATE, ETC. SHALL RECEIVE 6" OF LOAM AND SEED UNLESS OTHERWISE NOTED.

E1 ALL UNDERGROUND SECONDARY SHALL BE RUN IN SCH. 40 CONDUIT UNLESS SPECIFIED

OTHERWISE.

E2 ALL UNDERGROUND ELECTRICAL FOR SITE LIGHTING SHALL BE RUN IN SCH. 40 P.V.C. CONDUIT.

E3 ALL CABLE TELEVISION / TELEPHONE LINES SHALL BE RUN IN SCH. 40 P.V.C. CONDUIT.

E4 PROVIDE PULL WIRE IN ALL UNDERGROUND CONDUITS.

E5 MAINTAIN 2' - 6" COVER OVER CABLE TELEVISION/TELEPHONE.

S1 WHERE NEW WATER AND SEWER RUN SIDE BY SIDE, MAINTAIN A TEN FOOT (10') HORIZONTAL

SEPARATION. WHERE THEY CROSS, MAINTAIN AN EIGHTEEN INCH (18") VERTICAL

SEPARATION, WITH WATERLINE ABOVE SEWER. IF WITHIN 18" MIN. VERTICAL SEPARATION,

OR IF WATER FALLS BELOW SEWER, ENCASE WATERLINE 10' EITHER SIDE OF SEWER

CROSSING IN CONC. 3,000 PSI MIN.

S2 SEWER SERVICE, WHEN ENTERING THE BUILDING, SHALL BE 6' - 0" BELOW FINISH FLOOR, UNLESS NOTED OTHERWISE.

W1 MAINTAIN A 3' - 6" MINIMUM COVER OVER WATER LINE.

UTILITY NOTES

O.C. ON CENTER

OS/OI OWNER SUPPLIED/OWNER INST'D

OD OUTSIDE DIAMETER

OE OVERHEAD ELECTRIC

OHW OVERHEAD WIRE

PVMT. PAVEMENT

PERF. PERFORATED

PB PULL BOX

PI POINT OF INTERSECTION

P & I PROVIDE AND INSTALL

PRELIM PRELIMINARY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

P.C. POINT OF TANGENT

PT POINT

P.T. PRESSURE TREATED

PVC POLYVINYL CHLORIDE

R RADIUS

RCP REINFORCED CONCRETE PIPE

REQ'D REQUIRED

S SEWER / SOUTH

SS SANITARY SEWER

SCH SCHEDULE

SD STORM DRAIN

SEC SECTION

SIM SIMILAR

SMH SEWER MANHOLE

SPECS SPECIFICATIONS

SS STAINLESS STEEL

SQ. SQUARE

S.F. SQUARE FEET

STA. STATION

STYRO. STYROFOAM

SY SQUARE YARDS

TBM TEMPORARY BENCH MARK

TEL TELEPHONE

T.O.W. TOP OF WALL

T.C. TOP OF CURB

TEMP. TEMPORARY

THK. THICK

TV TELEVISION

TYP TYPICAL

T.S. TOP OF SLAB

UNGRD UNDERGROUND

UE UNDERGROUND ELECTRIC

US UNDERGROUND SECONDARY

UP UNDERGROUND PRIMARY

VERT., VER. VERTICAL

W WATER / WEST

W/ WITH

W/O WITHOUT

WSO WATER SHUTOFF

(CURB STOP OR GATE VALVE)

W.W.F. WELDED WIRE FABRIC

W V WATER SHUT OFF / GATE VALVE

GRADING NOTES

LAYOUT NOTES

U1 THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY

ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS

REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL

EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE

FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE

TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES.

U2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCHING AND BACKFILLING OF ALL

CONDUIT. CONDUIT AND WIRING SHALL BE SUPPLIED AND INSTALLED BY ELECTRICAL

CONTRACTOR.

U3 PRIOR TO ANY EARTHWORK ACTIVITIES, THE CONTRACTOR SHALL CONTACT CONTROLLING

UTILITY CO., OR CALL "DIGSAFE" AT 1-800-225-4977, AT TIMES A PRIVATE UTILITY COMPANY MAY

NEED TO BE USED. ANY UTILITIES ENCOUNTERED THAT ARE TO REMAIN IN PLACE OR BE

ABANDONED SHALL BE DISCONNECTED AND TERMINATED IN ACCORDANCE WITH THE

CONTROLLING UTILITY CO. AND NATIONALLY OR LOCALLY APPLICABLE CODES AND

ORDINANCES.

U4 NO UTILITY TRENCH SHALL BE BACKFILLED UNTIL WORK HAS BEEN INSPECTED AND APPROVED

BY PROJECT ENGINEER AND CONTROLLING UTILITY CO. OR DISTRICT

U5 ALL SANITARY SEWER LINE TO BE SDR 35 PVC MEETING ALL PERFORMANCE CHARACTERISTICS

OF ASTM D3034. ALL PIPES AND FITTINGS SHALL HAVE PUSH-ON JOINTS WITH RUBBER GASKETS

CONFORMING TO ASTM D1869 AND F477.

U6 ALL NEW WATER SERVICE LINE SHALL BE TYPE K COPPER MEETING ALL PERFORMANCE

CHARACTERISTICS OF ASTM B-88-62 FOR TYPE K COPPER. ALL FITTINGS SHALL BE

COMPRESSION TYPE.

U7 ALL NEW WATER SPRINKLER SERVICE SHALL BE CLASS 52 DUCTILE IRON MEETING ALL

PERFORMANCE CHARACTERISTICS OF THE LATEST VERSION OF ASTM AND AWWA.

U8 THE FOLLOWING UTILITY COMPANIES ARE LOCATED WITHIN THE PROJECT SITE:

WATER - PROVIDENCE WATER DISTRICT

SEWER - NARRAGANSETT BAY COMMISSION

STORM - CITY OF PROVIDENCE RI ENGINEERING

GAS - NATIONAL GRID

ELECT. - NATIONAL GRID

SITE ABBREVIATIONS

C

Ø DIAMETER

ABI ALTERNATE BID ITEM

ACP ASBESTOS CEMENT PIPE

ADD. ALT. ADDITIVE ALTERNATE BID ITEM

AE AERIAL ELECTRIC

AGG AGGREGATE

ALUM ALUMINUM

ARCH. ARCHITECTURAL

B.C. BOTTOM OF CURB

BIT. BITUMINOUS

BLDG. BUILDING

BOT. BOTTOM

CENTERLINE

CB CATCH BASIN

CCTV CLOSED CIRCUIT TELEVISION

CF CUBIC FEET

C.I. CAST IRON, CONTRACTOR INST'D.

C.I.P. CAST IN PLACE

CMP CORRUGATED METAL PIPE

C CENTER

C.O. CLEANOUT

CONC. CONCRETE

CPP CORRUGATED PLASTIC PIPE

CTV CABLE TELEVISION

CFS CUBIC FEET PER SECOND

D.I. DITCH INVERT, DUCTILE IRON

DTL. DETAIL

DIA. DIAMETER

DIM. DIMENSION

DMH DRAIN MANHOLE,DROP MANHOLE

DN DOWN

DWG DRAWING

E EAST

EG EXISTING GRADE

E.P. EDGE OF PAVEMENT

E.L. ELEV. ELEVATION

EQ. EQUAL

EX / EXISTING EXISTING

EXP EXPANSION

FD FOOTING DRAIN

F.G. FINISH GRADE

F.H. FIRE HYDRANT

FIN. FINISH

F.F. FINISH FLOOR

FPM FEET PER MINUTE

FT. FEET

FTG. FOOTING

GA. GAUGE

GALV. GALVANIZED

GEN GENERAL

GPM GALLONS PER MINUTE

GRAN GRANULAR

G.V. GATE VALVE

G GAS

H.C. HANDICAP

HDPE HIGH DENSITY POLYETHLENE

HORIZ., HOR. HORIZONTAL

HPS HIGH PRESSURE SODIUM

HMA HOT MIX ASPHALT

I.D. IDENTIFICATION, INSIDE DIAMETER

I.E. INVERT ELEVATION

INV. INVERT

INSUL. INSULATION

LBS. POUNDS

LED LIGHT EMITTING DIODE

LF LINEAR FEET

LPS LOW PRESSURE SODIUM

L LENGTH

LW LIMIT OF WORK

MAS MASONRY

MATL. MATERIAL

MAX. MAXIMUM

MH MANHOLE

MIN MINIMUM

MISC. MISCELLANEOUS

N NORTH, NEW UTILITY

N.I.C. NOT IN CONTRACT

NFD NEW FOUNDATION DRAIN

NFM NEW FORCE MAIN

NGAS NATURAL GAS

NOM. NOMINAL

NO. NUMBER

NRD NEW ROOF DRAIN

NSS NEW SANITARY SEWER

NSD NEW STORM DRAIN

NTS NOT TO SCALE

NUE NEW UNDERGROUND ELECTRIC

NUD NEW UNDERDRAIN

NUP NEW UNDERGROUND PRIMARY

NUS NEW UNDERGROUND SECONDARY

NW NEW WATER LINE

SAND OR STONE DUST

VA FORM 08 - 6231

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Revisions: Date:

CONSULTANT ARCHITECT/ENGINEER OF RECORD

WBRC

A R C H I T E C T S • E N G I N E E R S

WWW.WBRCAE.COM

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-4511

SARASOTA, FLORIDA 941-556-0757

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project TitleDrawing Title

Approved:

Phase

Location

Issue Date

Project Number

Building Number

Drawing Number

Checked Drawn C001

650-332

NEW MENTAL HEALTH BUILDING -

PHASE 1

830 CHALKSTONE AVE PROVIDENCE, RI 02908

PAM JWB

SITE GENERAL NOTES &

ABBREVIATIONS

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

1. THE CONTRACTOR SHALL LIMIT USE OF THE PREMISES TO CONSTRUCTION

ACTIVITIES IN AREAS INDICATED, ALLOW FOR VA OCCUPANCY AND USE BY

THE PUBLIC.

A. CONFINE OPERATIONS TO AREAS WITHIN CONTRACT LIMITS INDICATED.

PORTIONS OF THE SITE BEYOND AREAS IN WHICH CONSTRUCTION

OPERATIONS ARE INDICATED ARE NOT TO BE DISTURBED.

B. KEEP DRIVEWAYS AND ENTRANCES SERVING THE PREMISES CLEAR

AND AVAILABLE TO CUSTOMERS, AND THE VA AT ALL TIMES. DO

NOT USE THESE AREAS FOR PARKING OR STORAGE OF MATERIALS.

SCHEDULE DELIVERIES TO MINIMIZE SPACE AND TIME REQUIREMENTS FOR

STORAGE OF MATERIALS AND EQUIPMENT ON SITE.

C. COORDINATE REQUIREMENTS FOR STORAGE AND ACCESS TO SPACE

OUTSIDE OF CONTRACT LIMITS WITH THE VA.

D. THE CONTRACTOR SHALL MAINTAIN ACCESS TO THE EXIST. BUILDINGS,

WHICH INCLUDES H.C. ACCESS, CUSTOMER ACCESS, EMERGENCY

VEHICLE ACCESS AND DELIVERY TRUCK ACCESS. THE ACCESS TO THE

BUILDING SHALL BE COORDINATED WITH THE OWNER. THESE ACTIVITIES

SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT THE

CONSTRUCTION DURATION.

E. THE VA PROPERTY IS ENCOMPASSED BY FENCING FOR SECURITY PURPOSES.

THE CONTRACTOR SHALL MAINTAIN SITE SECURITY DURING

CONSTRUCTION GASP IN FENCING CREATED DURING CONSTRUCTION MUST B

CLOSED IN OFF WORK HOURS INCLUDING NIGHTS WEEKENDS OR EXTENDED

PERIODS WHERE WORK IS NOT OCCURRING IN THE AREA

COORDINATION OF WORK AND ACCESS

WITH VA COR

EROSION AND SEDIMENTATION CONTROL PLAN

ALL EROSION AND SEDIMENTATION CONTROL MEASURES ARE DESIGNED ACCORDING TO THE RHODE

ISLAND STATE CONSERVATION COMMITTEE SOIL EROSION AND SEDIMENT CONTROL HANDBOOK AS

WELL AS OF RHODE ISLAND DOT EROSION AND SEDIMENT CONTROL HANDBOOK. SEDIMENT

CONTROL MEASURES MUST BE IN PLACE BEFORE ACTIVITY BEGINS. MEASURES MUST REMAIN IN

PLACE AND FUNCTIONAL UNTIL THE SITE IS PERMANENTLY STABILIZED.

1. POLLUTION PREVENTION. MINIMIZE DISTURBED AREAS AND PROTECT NATURAL

DOWN-GRADIENT BUFFER AREAS TO THE EXTENT PRACTICABLE. THE DISCHARGE MAY NOT

RESULT IN EROSION OF ANY OPEN DRAINAGE CHANNELS, SWALES, UPLAND, OR COASTAL OR

FRESHWATER WETLANDS. MINIMIZE DISTURBED AREAS THROUGH PHASING. IF WORK WITHIN AN

AREA IS NOT ANTICIPATED TO BEGIN WITHIN TWO WEEKS TIME, LEAVE THE AREA IN ITS NATURALLY

EXISTING COVER IF PRACTICABLE.

2. SEDIMENT BARRIERS. PRIOR TO CONSTRUCTION, PROPERLY INSTALL SEDIMENT BARRIERS AT THE

EDGE OF ANY DOWN-GRADIENT DISTURBED AREA AND ADJACENT TO ANY DRAINAGE CHANNELS

WITHIN THE DISTURBED AREA. MAINTAIN THE SEDIMENT BARRIERS UNTIL THE DISTURBED AREA IS

PERMANENTLY STABILIZED.

3. TEMPORARY STABILIZATION. STABILIZE WITH MULCH OR OTHER NON-ERODABLE COVER ANY

EXPOSED SOILS THAT WILL NOT BE WORKED FOR MORE THAN 7 DAYS. STABILIZE AREAS WITHIN 75

FEET OF A WETLAND OR WATERBODY WITHIN 48 HOURS OF THE INITIAL DISTURBANCE OF THE SOIL

OR PRIOR TO ANY STORM EVENT, WHICHEVER COMES FIRST.

4. REMOVAL OF TEMPORARY SEDIMENT CONTROL MEASURES. REMOVE ANY TEMPORARY SEDIMENT

CONTROL MEASURES, SUCH AS SILT FENCE, WITHIN 30 DAYS AFTER PERMANENT STABILIZATION IS

ATTAINED. REMOVE ANY ACCUMULATED SEDIMENTS AND STABILIZE. REMOVE SILT FENCE BY

CUTTING THE FENCE MATERIALS AT GROUND LEVEL TO AVOID ADDITIONAL SOIL DISTURBANCE.

5. PERMANENT STABILIZATION. PERMANENTLY STABILIZE ALL DISTURBED AREAS THAT WILL NOT BE

WORKED FOR MORE THAN ONE YEAR OR THAT HAVE BEEN BROUGHT TO FINAL GRADE BY

PLANTING VEGETATION, SEEDING, SOD, OR THROUGH THE USE OF PERMANENT MULCH, OR RIPRAP, OR ROAD SUB-BASE. IF USING VEGETATION FOR STABILIZATION, SELECT THE PROPER

VEGETATION FOR THE LIGHT, SOIL AND MOISTURE CONDITIONS; AMEND AREAS OF DISTURBED

SUBSOILS WITH TOPSOIL, COMPOST, OR FERTILIZERS; PROTECT SEEDED AREAS WITH MULCH OR, IF NECESSARY, EROSION CONTROL BLANKETS; AND SCHEDULE SODDING, PLANTING, AND SEEDING

TO AVOID DIE-OFF FROM SUMMER DROUGHT AND FALL FROSTS. NEWLY SEEDED OR SODDED

AREAS MUST BE PROTECTED FROM VEHICLE TRAFFIC, EXCESSIVE PEDESTRIAN TRAFFIC, AND

CONCENTRATED RUNOFF UNTIL THE VEGETATION IS WELL-ESTABLISHED. IF NECESSARY, AREAS

MUST BE SEEDED AND MULCHED AGAIN IF GERMINATION IS SPARSE, PLANT COVERAGE IS SPOTTY, OR TOPSOIL EROSION IS EVIDENT. ONE OR MORE OF THE FOLLOWING MAY APPLY TO A

PARTICULAR SITE.

(A) SEEDED AREAS. FOR SEEDED AREAS, PERMANENT STABILIZATION MEANS A 90% COVER OF

HEALTHY PLANTS WITH NO EVIDENCE OF WASHING OR RILLING OF THE TOPSOIL.

(B) SODDED AREAS. FOR SODDED AREAS, PERMANENT STABILIZATION MEANS THE COMPLETE

BINDING OF THE SOD ROOTS INTO THE UNDERLYING SOIL WITH NO SLUMPING OF THE SOD OR

DIE-OFF.

(C) PERMANENT MULCH. FOR MULCHED AREAS, PERMANENT MULCHING MEANS TOTAL COVERAGE

OF THE EXPOSED AREA WITH AN APPROVED MULCH MATERIAL. EROSION CONTROL MIX MAY BE

USED AS MULCH FOR PERMANENT STABILIZATION ACCORDING TO THE APPROVED

APPLICATION RATES AND LIMITATIONS.

(D) RIPRAP. FOR AREAS STABILIZED WITH RIPRAP, PERMANENT STABILIZATION MEANS THAT

SLOPES STABILIZED WITH RIPRAP HAVE AN APPROPRIATE BACKING OF A WELL-GRADED

GRAVEL OR APPROVED GEOTEXTILE TO PREVENT SOIL MOVEMENT FROM BEHIND THE

RIPRAP. STONE MUST BE SIZED APPROPRIATELY. IT IS RECOMMENDED THAT ANGULAR STONE

BE USED.

(E) AGRICULTURAL USE. FOR CONSTRUCTION PROJECTS ON LAND USED FOR AGRICULTURAL

PURPOSES (E.G., PIPELINES ACROSS CROP LAND), PERMANENT STABILIZATION MAY BE

ACCOMPLISHED BY RETURNING THE DISTURBED LAND TO AGRICULTURAL USE.

(F) PAVED AREAS. FOR PAVED AREAS, PERMANENT STABILIZATION MEANS THE PLACEMENT OF THE

COMPACTED GRAVEL SUBBASE IS COMPLETED.

(G) DITCHES, CHANNELS, AND SWALES. FOR OPEN CHANNELS, PERMANENT STABILIZATION MEANS

THE CHANNEL IS STABILIZED WITH A 90% COVER OF HEALTHY VEGETATION, WITH A

WELL-GRADED RIPRAP LINING, OR WITH ANOTHER NON-EROSIVE LINING SUCH AS CONCRETE

OR ASPHALT PAVEMENT. THERE MUST BE NO EVIDENCE OF SLUMPING OF THE CHANNEL LINING, UNDERCUTTING OF THE CHANNEL BANKS, OR DOWN-CUTTING OF THE CHANNEL.

6. WINTER CONSTRUCTION. "WINTER CONSTRUCTION" IS CONSTRUCTION ACTIVITY PERFORMED

DURING THE PERIOD FROM NOVEMBER 1 THROUGH APRIL 15. IF DISTURBED AREAS ARE NOT

STABILIZED WITH PERMANENT MEASURES BY NOVEMBER 1 OR NEW SOIL DISTURBANCE OCCURS

AFTER NOVEMBER 1, BUT BEFORE APRIL 15, THEN THESE AREAS MUST BE PROTECTED AND

RUNOFF FROM THEM MUST BE CONTROLLED BY ADDITIONAL MEASURES AND RESTRICTIONS.

7. CULVERTS. CULVERT INLETS MUST BE PROTECTED WITH APPROPRIATE MATERIALS AND

PROTECTION MUST EXTEND AT LEAST AS HIGH AS THE EXPECTED MAXIMUM ELEVATION OF

STORAGE BEHIND THE CULVERT. CULVERT OUTLETS MUST INCORPORATE MEASURES, SUCH AS

APRONS OR PLUNGE POOLS, TO PREVENT SCOUR OF THE STREAM CHANNEL.

8. PARKING AREAS. PARKING AREAS MUST BE CONSTRUCTED TO ENSURE RUNOFF IS DELIVERED TO

ADJACENT SWALES, CATCH BASINS, CURB GUTTERS, OR BUFFER AREAS WITHOUT ERODING AREAS

DOWNSLOPE. THE PARKING AREA'S SUBBASE COMPACTION AND GRADING MUST BE DONE TO

ENSURE RUNOFF IS EVENLY DISTRIBUTED TO ADJACENT BUFFERS OR SIDE SLOPES. CATCH BASINS

MUST BE LOCATED AND SET TO PROVIDE ENOUGH STORAGE DEPTH AT THE INLET TO ALLOW

INFLOW OF PEAK RUNOFF RATES WITHOUT BY-PASS OF RUNOFF TO OTHER AREAS.

INSPECTION AND MAINTENANCE PLAN

1. DURING CONSTRUCTION. THE FOLLOWING STANDARDS MUST BE MET DURING

CONSTRUCTION:

(A) INSPECTION AND CORRECTIVE ACTION. INSPECT DISTURBED AND IMPERVIOUS AREAS,

EROSION CONTROL MEASURES, MATERIALS STORAGE AREAS THAT ARE EXPOSED TO

PRECIPITATION, AND LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE. INSPECT THESE

AREAS AT LEAST ONCE A WEEK AS WELL AS BEFORE AND AFTER A STORM EVENT, AND PRIOR

TO COMPLETING PERMANENT STABILIZATION MEASURES. A PERSON WITH KNOWLEDGE OF

EROSION AND STORMWATER CONTROL, INCLUDING THE STANDARDS AND CONDITIONS IN THE

PERMIT, SHALL CONDUCT THE INSPECTIONS.

(B) MAINTENANCE. MAINTAIN ALL MEASURES IN EFFECTIVE OPERATING CONDITION UNTIL AREAS

ARE PERMANENTLY STABILIZED. IF BEST MANAGEMENT PRACTICES (BMPS) NEED TO BE

MAINTAINED OR MODIFIED, ADDITIONAL BMPS ARE NECESSARY, OR OTHER CORRECTIVE

ACTION IS NEEDED, IMPLEMENTATION MUST BE COMPLETED WITHIN 7 CALENDAR DAYS AND

PRIOR TO ANY STORM EVENT (RAINFALL).

(C) DOCUMENTATION. KEEP A LOG (REPORT) SUMMARIZING THE INSPECTIONS AND ANY

CORRECTIVE ACTION TAKEN. THE LOG MUST INCLUDE THE NAME(S) AND QUALIFICATIONS OF

THE PERSON MAKING THE INSPECTIONS, THE DATE(S) OF THE INSPECTIONS, AND MAJOR

OBSERVATIONS ABOUT THE OPERATION AND MAINTENANCE OF EROSION AND SEDIMENTATION

CONTROLS, MATERIALS STORAGE AREAS, AND VEHICLES ACCESS POINTS TO THE PARCEL.

2. TRENCH OR FOUNDATION DE-WATERING. TRENCH DE-WATERING IS THE REMOVAL OF WATER FROM

TRENCHES, FOUNDATIONS, COFFERDAMS, PONDS, AND OTHER AREAS WITHIN THE CONSTRUCTION

AREA THAT RETAIN WATER AFTER EXCAVATION. IN MOST CASES THE COLLECTED WATER IS

HEAVILY SILTED AND HINDERS CORRECT AND SAFE CONSTRUCTION PRACTICES. THE COLLECTED

WATER MUST BE REMOVED FROM THE PONDED AREA, EITHER THROUGH GRAVITY OR PUMPING,

AND MUST BE SPREAD THROUGH NATURAL WOODED BUFFERS OR REMOVED TO AREAS THAT ARE

SPECIFICALLY DESIGNED TO COLLECT THE MAXIMUM AMOUNT OF SEDIMENT POSSIBLE, LIKE A

COFFERDAM SEDIMENTATION BASIN. AVOID ALLOWING THE WATER TO FLOW OVER DISTURBED

AREAS OF THE SITE. EQUIVALENT MEASURES MAY BE TAKEN IF APPROVED BY THE DEPARTMENT.

SITE DEFINITION

1. POSITIVE DRAINAGE SHALL MEAN PROVIDING A MINIMUM DOWN GRADIENT SLOPE

OF ONE PERCENT TO A REFERENCED STRUCTURE OR VEGETATIVE SWALE UNLESS OTHERWISE

NOTED.

CONSTRUCTION

DOCUMENTS

10 APR 2019

04/10/19

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E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Revisions: Date:

CONSULTANT ARCHITECT/ENGINEER OF RECORD

WBRC

A R C H I T E C T S • E N G I N E E R S

WWW.WBRCAE.COM

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-4511

SARASOTA, FLORIDA 941-556-0757

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project TitleDrawing Title

Approved:

Phase

Location

Issue Date

Project Number

Building Number

Drawing Number

Checked Drawn CS101

650-332

NEW MENTAL HEALTH BUILDING -

PHASE 1

830 CHALKSTONE AVE PROVIDENCE, RI 02908

PAM JWB

SITE EXISTING CONDITIONS

PLAN

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

PAVEMENT

SIDEWALK

P.T. GUARD RAIL

UTILITY POLE

STREET LIGHTING

WATER SHUTOFF / GATE VALVE

TRANSFORMER PAD

MANHOLE

SEWER MANHOLE

CATCH BASIN

FIRE HYDRANT

SIGN

FENCING

PROPERTY SETBACK

PROPERTY LINE

ABUTTING PROPERTY LINE

TREE LINE

PULL BOX

GAS VALVE

GAS SHUTOFF

DRAIN MANHOLE

TREE

LEGEND

EXISTING

PROPOSED

CONTOURS110

GAS SERVICE / MAIN

WATER SERVICE / MAIN

STORM DRAIN

SANITARY SEWER

UNDERGROUND ELECTRIC

AERIAL ELEC. / PRIMARY

SHEET NOTES:

1. INFORMATION SHOWN ON THIS PLAN IS BASED ON A

TOPOGRAPHIC SURVEY PREPARED BY GM2 ASSOCIATES,

INC.

2. TEST PIT LOCATION AND INFORMATION PROVIDED BY

S.W. COLE ENGINEERING INC.

3. SURVEY LIMITS ARE AS SHOWN ON THE DRAWINGS.

ADDITIONAL INFORMATION GATHERED VIA MULTIPLE

SOURCES INCLUDING SITE OBSERVATIONS. CONTRACTOR

TO VERIFY IN FIELD.

LIMITS OF SURVEY BY GM2 ASSOCIATES, INC.

PROFESSIONAL LAND SURVEYORS (TYP)

SEE SHEET NOTE #3 FOR ADDITIONAL

INFORMATION

SOIL BORING

10 APR 2019

CONSTRUCTION

DOCUMENTS

04/10/19

4195.00

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LIMITS OF SECURITY

FENCE REMOVAL (SEE

NOTE 12)

REMOVE, STUMP & GRUB

EXISTING VEGETATION

TO LIMITS SHOWN

SITE IMPROVEMENTS

SHOWN FOR REFERENCE

ONLY

REMOVE EXISTING HMA

CURB TO LIMITS SHOWN

SAWCUT EXISTING HOT MIX

ASPHALT PAVEMENT TO CREATE

A SQUARE FLUSH EDGE PROVIDE

BUTT JOINT

REMOVE EXISTING SITE

LIGHT & BASE, SALVAGE

SITE LIGHT FOR REUSE,

SEE REMOVALS NOTE 10,

SEE CP101 FOR

ADDITIONAL INFORMATION

EXISTING DMH TO

REMAIN (TYP)

REMOVE EXISTING GRAVEL

PARKING TO LIMITS SHOWN

REMOVE EXISTING CATCH

BASIN & ASSOCIATED

STORM DRAIN TO LIMITS

SHOWN

REMOVE EXISTING DRAIN MANHOLE

REMOVE EXISTING CONCRETE SIDEWALK AS

NECESSARY FOR UTILITY INSTALLATION, SEE

SHEET CU101 FOR ADDITIONAL INFORMATION

REMOVE EXISTING GAS

SERVICE TO EXISTING

VALVE

EXISTING CATCH BASIN

TO REMAIN, SEE SHEET

CU101 FOR ADDITIONAL

INFORMATION

REMOVE EXISTING

ELECTRICAL HANDHOLE &

ASSOCIATED UNDERGROUND

ELECTRICAL TO LIMITS

SHOWN, SEE SHEET CU101

FOR ADDITIONAL

INFORMATION

REMOVE EXISTING

UTILITY POLE &

ASSOCIATED GUY

WIRE

REMOVE & SALVAGE

EXISTING SECURITY

FENCE TO LIMITS SHOWN

FOR REUSE, SEE SHEET

CP101 FOR ADDITIONAL

INFORMATION (SEE NOTE

12)

T

REMOVE EXISTING HOT MIX ASPHALT

PAVEMENT TO LIMITS SHOWN

REMOVE EXISTING

UNDERGROUND ELECTRIC

TO LIMITS SHOWN (TYP)

U E

U

E

U

E

U

E

U

E

U

E

U

E

U

E

G

A

S

G A

S

G

A

S

G

A

S

G

A

S

EXISTING SITE LIGHT

BASE & POLE TO

REMAIN (TYP)

EXISTING HANDHOLE

TO REMAIN

REMOVE EXISTING STORM

DRAIN

EXISTING TREE TO REMAIN

PROVIDE TEMPORARY

CHAIN LINK TREE

PROTECTION

EXISTING GAS VALVE

TO REMAIN

U E

U E

U E

U E

U E

U E

U E

U

E

REMOVE & RESET EXISTING

GUARDRAIL AS NEEDED FOR

TRANSFORMER INSTALL, SEE SHEET

CU101 FOR ADDITIONAL INFORMATION

REMOVE & SALVAGE EXISTING WOOD

GUARDRAIL FOR REUSE, SEE SHEET CP101

FOR ADDITIONAL INFORMATION

LIMITS OF SECURITY FENCE REMOVAL

(SEE NOTE 12)

SAWCUT EXISTING HOT MIX

ASPHALT PAVEMENT TO CREATE

A SQUARE FLUSH EDGE, PROVIDE

BUTT JOINT (TYP)

SAWCUT EXISTING CONCRETE SIDEWALK

AT EXISTING CONTROL JOINT. LOCATION

SHOWN IS APPROXIMATE (TYP)

REMOVE & SALVAGE EXISTING GRANITE

CURB FOR REUSE, SEE SHEET CP101

FOR ADDITIONAL INFORMATION

REMOVE & SALVAGE EXISTING GRANITE

CURB FOR REUSE, SEE SHEET CP101 FOR

ADDITIONAL INFORMATION

REMOVE EXISTING HOT MIX ASPHALT AS

NECESSARY FOR UTILITY INSTALLATION,

SEE SHEET CU101 FOR ADDITIONAL

INFORMATION (TYP)

REMOVE & SALVAGE EXISTING

SECURITY FENCE TO LIMITS

SHOWN FOR REUSE, SEE

SHEET CP101 FOR ADDITIONAL

INFORMATION (SEE NOTE 12),

SALVAGE & PROTECT ONSITE

LIMITS OF SURVEY BY GM2 ASSOCIATES, INC.

PROFESSIONAL LAND SURVEYORS (TYP)

SEE SHEET NOTE #11 FOR ADDITIONAL

INFORMATION

TEMPORARY 6' TALL CHAIN LINK

CONSTRUCTION/ SECURITY FENCE W/

PRIVACY FABRIC. FENCE SHALL BE

MOVED & RESET AS NECESSARY TO

MAINTAIN A SECURE CONSTRUCTION

SITE. SEE REMOVALS NOTE #12 (TYP)

TEMPORARY 24' WIDE CHAIN

LINK DOUBLE SWING

VEHICLE GATE W/ PRIVACY

FABRIC (TYP)

REMOVE EXISTING 12"Ø

STORM DRAIN TO LIMITS

SHOWN, PATCH OPENING IN

STRUCTURE, SEE SHEET

CU101 FOR ADDITIONAL

INFORMATION

REMOVE EXISTING 15"Ø STORM DRAIN,

PATCH OPENING IN STRUCTURE, SEE

SHEET CU101 FOR ADDITIONAL

INFORMATION

REMOVE EXISTING 48"Ø

UNDERDRAIN & HEADER PIPE TO

LIMITS SHOWN, SEE SHEET CU101

FOR ADDITIONAL INFORMATION

CONTRACTOR TO MAINTAIN

20' CLEAR AT ALL TIMES TO

ALLOW ACCESS TO OFFICE

BUILDINGS

TEMPORARY 6' TALL CHAIN LINK

CONSTRUCTION/ SECURITY FENCE

ON PRECAST JERSEY BARRIERS W/

PRIVACY FABRIC. FENCE SHALL BE

MOVED & RESET AS NECESSARY

TO MAINTAIN A SECURE

CONSTRUCTION SITE. SEE

REMOVALS NOTE 12 (TYP)

D1

C502

F5

C502

B1

C501

B1

C501

CONTRACTOR TO BYPASS

EXISTING STORM WATER

SYSTEM FROM MANHOLE

SHOWN. SEE REMOVALS NOTE 13

TEMP ORANGE CONSTRUCTION FENCING

AT EDGE OF EXCAVATION, SEE CG101

FOR ADDITIONAL INFORMATION

TEMP ORANGE CONSTRUCTION FENCING AT

EDGE OF EXCAVATION, SEE CG101 FOR

ADDITIONAL INFORMATION

SAWCUT EXISTING HOT MIX

ASPHALT PAVEMENT TO CREATE

A SQUARE FLUSH EDGE PROVIDE

BUTT JOINT

B1

C501

REMOVE AND REPLACE EXISTING

HOT MIX ASPHALT AS NEEDED

FOR UTILITY INSTALLATION

L

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LIMITS OF TEMPORARY CONSTRUCTION/

SECURITY FENCE W/ PRIVACY FABRIC

MATCH LINE - SEE F1/CP301

CONTRACTOR TO PROTECT EXISTING

SITE LIGHT DURING UTILITY INSTALLATION

EXISTING SITE LIGHT

TO REMAIN

B1

C501

EXISTING SITE LIGHT

TO REMAIN

EXISTING TREE TO REMAIN, MINIMIZE

ROOT DISTURBANCE DURING UTILITY

INSTALLATION, PROVIDE TEMPORARY

CHAIN LINK TREE PROTECTION

B1

C501

REMOVE EXISTING CURB AS NEEDED FOR

UTILITY INSTALLATION

REMOVE & REPLACE EXISTING

ASPHALT PAVEMENT AS

NEEDED FOR UTILITY

INSTALLATION

SAWCUT EXISTING HOT MIX

ASPHALT PAVEMENT TO CREATE

A SQUARE FLUSH EDGE, PROVIDE

BUTT JOINT (TYP)

B1

C501

B7

C506

REMOVE & SALVAGE EXISTING SITE

LIGHT & CONCRETE BASE, PROTECT &

STORE ONSITE, SEE CP101 FOR

ADDITIONAL INFORMATION

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Revisions: Date:

CONSULTANT ARCHITECT/ENGINEER OF RECORD

WBRC

A R C H I T E C T S • E N G I N E E R S

WWW.WBRCAE.COM

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-4511

SARASOTA, FLORIDA 941-556-0757

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project TitleDrawing Title

Approved:

Phase

Location

Issue Date

Project Number

Building Number

Drawing Number

Checked Drawn CD101

650-332

NEW MENTAL HEALTH BUILDING -

PHASE 1

830 CHALKSTONE AVE PROVIDENCE, RI 02908

PAM JWB

SITE REMOVALS PLAN

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

REMOVALS NOTES:

1. SEE NOTES R1 THROUGH R5 & "COORDINATION OF

WORK & ACCESS WITH VA COR" ON SHEET C001 FOR

ADDITIONAL REMOVALS INFORMATION.

2. CLEARING LIMITS SHALL EXTEND ONLY TO SUCH A

POINT NECESSARY TO COMPLETE EARTHWORK

ACTIVITIES.

3. THE UTILITY INFORMATION SHOWN ON THIS PLAN IS

APPROXIMATE AND IS BASED ON EXISTING DRAWINGS

AND GROUND PENETRATING RADAR. THE

CONTRACTOR SHALL FIELD VERIFY ALL EXISTING

UTILITIES PRIOR TO BEGINNING ANY SITE CLEARING,

GRUBBING AND EARTHWORK ACTIVITIES.

4. ALL SOIL AND EROSION CONTROL MEASURES SHALL

BE IN PLACE PRIOR TO THE COMMENCEMENT OF ANY

WORK. SEE CG101 FOR MORE INFORMATION. THE SITE

CONTRACTOR IS RESPONSIBLE FOR INSPECTING AND

MAINTAINING ALL SOIL AND EROSION CONTROL

MEASURES.

5. SOME TREE TRIMMING NOT SHOWN ON THIS PLAN

MAY BE NECESSARY FOR CONSTRUCTION PURPOSES.

THE CONTRACTOR SHOULD EVALUATE AND SCHEDULE

ACCORDINGLY.

6. THE CONTRACTOR SHALL MAINTAIN SAFE ACCESS

TO ALL THE EXIST. BUILDING WITHIN THE PROJECT

LIMITS, WHICH INCLUDES H.C. ACCESS, CUSTOMER

ACCESS, EMERGENCY VEHICLE ACCESS DELIVERY

TRUCK ACCESS, AND TEMPORARY ACCESS. THE

ACCESS TO THE BUILDING SHALL BE COORDINATED

WITH THE OWNER. THESE ACCESSES SHALL BE

MAINTAINED BY THE CONTRACTOR THROUGHOUT THE

CONSTRUCTION DURATION. WEEKEND WORK AND/OR

PHASING OF WORK MAY BE REQUIRED TO COMPLETE

REQUIRED SITE IMPROVEMENTS.

7. THE CONTRACTOR SHALL SUBMIT TO ARCHITECT &

OWNER A PLAN FOR TEMPORARY PEDESTRIAN

ACCESS TO THE BUILDINGS. ALL PEDESTRIAN TRAVEL

ROUTES SHALL MEET CURRENT ADA GUIDELINES &

BUILDING CODES.

8.UTILITIES SERVING BUILDINGS OR SERVICE AREAS

SHALL NOT BE REMOVED FROM SERVICE UNTIL NEW

REPLACEMENT UTILITIES HAVE BEEN INSTALLED OR

UNTIL TEMPORARY PIPING, WIRING, FIRE PROTECTION

AND/OR BY PASS PUMPING FACILITIES ARE IN PLACE.

ALL TEMPORARY FACILITIES SHALL BE PLANNED IN

ADVANCE AND PRESENTED TO THE COR IN ADVANCE

FOR APPROVAL PRIOR TO REMOVAL OF UTILITIES.

ALSO SEE ARCHITECTURAL AND MEP PLANS .

9. THE CONTRACTOR SHALL COORDINATE AND

SCHEDULE THE INSTALLATION OF UTILITIES AND

SERVICES, AND SERVICE DOWNTIME WITH THE COR.

10. TEMPORARY BENCHMARK NEEDS TO BE

RE-ESTABLISHED BY A LICENSED SURVEYOR PRIOR TO

REMOVAL OF LIGHT BASE.

11. SURVEY LIMITS ARE AS SHOWN ON THE DRAWINGS.

ADDITIONAL INFORMATION GATHERED VIA MULTIPLE

SOURCES INCLUDING SITE OBSERVATIONS.

CONTRACTOR TO VERIFY IN FIELD.

12. PERIMETER SECURITY MUST BE MAINTAINED AT

ALL TIMES. THE SECURITY FENCE SHALL BE SUPPLIED

AND INSTALLED BY THE FENCING CONTRACTOR. THE

ACTUAL LOCATION OF THE TEMPORARY SECURITY

FENCING MAY VARY DEPENDING ON THE SEQUENCE

OF CONSTRUCTION. THE FENCING CONTRACTOR IS

RESPONSIBLE FOR MAINTAINING THE TEMPORARY

SECURITY FENCING THROUGHOUT THE DURATION OF

THE CONTRACT AND AS THE CONSTRUCTION

SCHEDULE PROGRESSES THIS TEMPORARY FENCING

SHALL REMAIN. THE FENCING CONTRACTOR SHALL

REMOVE TEMPORARY FENCE ONCE WORK IS

COMPLETE AND THE PERMANENT FENCE IS IN PLACE.

13. CONTRACTOR TO BY-PASS EXISTING STORM

WATER INFILTRATION SYSTEM DURING

CONSTRUCTION & PUMP STORM WATER TO THE

EXISTING MANHOLE LOCATED ON WOLCOTT STREET.

PAVEMENT

SIDEWALK

P.T. GUARD RAIL

UTILITY POLE

STREET LIGHTING

WATER SHUTOFF / GATE VALVE

TRANSFORMER PAD

MANHOLE

SEWER MANHOLE

CATCH BASIN

FIRE HYDRANT

SIGN

FENCING

PROPERTY SETBACK

PROPERTY LINE

ABUTTING PROPERTY LINE

TREE LINE

PULL BOX

GAS VALVE

GAS SHUTOFF

DRAIN MANHOLE

TREE

LEGEND

EXISTING

PROPOSED

10 APR 2019

CONSTRUCTION

DOCUMENTS

TEMP. SECURITY FENCE ON JERSEY

BARRIER

04/10/19

4195.00

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B

M

24.0 0'

18.0 0'

T

Y P

NEW C.I.P. CONCRETE

SIDEWALK

NEW VERTICAL GRANITE

CURB (TYP)

NEW FULL DEPTH

HOT MIX ASPHALT

PAVEMENT (TYP)

NEW ADA PARKING SPACE &

BOLLARD SIGNAGE (TYP)

NEW RI STD. STEEL

GUARDRAIL (TYP)

EXTERIOR DOOR

LOCATION (TYP)

NEW BIKE RACK

NEW GRANITE CURB

PLANTER

NEW BUILDING SEE

ARCHITECTURAL PLANS FOR

ADDITIONAL INFORMATION

T

Y P

NEW GROUND IMPROVEMENTS

WITHIN BUILDING FOOTPRINT,

REFER TO GEOTECHNICAL

REPORT, SEE SITE SECTION

SHEETS CG301 & CG302 FOR

ADDITIONAL INFORMATION

(14) NEW STEEL 8X36 H-PILES

26' LONG 8' O.C., SEE LAYOUT

NOTE 8

T

(13) NEW STEEL 8X36 H-PILES

15' LONG 8' O.C., SEE LAYOUT

NOTE 8

(7) NEW STEEL 8X36

H-PILES 36' LONG 8' O.C.,

SEE LAYOUT NOTE 8

(15) NEW STEEL 8X36

H-PILES 36' LONG 8' O.C.,

SEE LAYOUT NOTE 8

(10) NEW STEEL 8X36 H-PILES

36' LONG 8' O.C., SEE LAYOUT

NOTE 8

RESET SALVAGED SECURITY

FENCE, PROVIDE NEW

IN-GROUND POSTS (TYP)

TIE SALVAGED SECURITY FENCE

INTO EXISTING AT NEAREST POST,

LOCATION SHOWN IS APPROXIMATE

(TYP)

NEW 6'X2' WHITE

PAINTED CROSSWALK

MARKINGS SPACED 4'

O.C.

NEW PAINTED PAVEMENT

MARKINGS (TYP)

RESET EXISTING SALVAGED

SITE LIGHT ON NEW

CONCRETE BASE

RESET EXISTING SALVAGED SITE

LIGHT ON NEW CONCRETE BASE

NEW C.I.P. CONCRETE STRUCTURAL ENTRY SLAB, SEE

STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION

T

Y P

NEW PAINTED ROUTE

MARKING (TYP)

NEW BUILDING CANOPY SEE

ARCHITECTURAL PLANS FOR

ADDITIONAL INFORMATION

24.00'

18.00'

6.50'

LAYOUT INSET

1/4"=1'

NEW C.I.P. CONCRETE CONTROL/

CONSTRUCTION JOINTS

NEW PAINTED ADA ROUTE

MARKING (TYP)

NEW 4" WIDE WHITE

PAINTED STRIPING (TYP)

NEW PLANT BED, SEE

SHEET LP101 FOR

ADDITIONAL INFORMATION

NEW SLOPED SLIPFORM

C.I.P. CONCRETE CURB (TYP)

MATCH EXISTING CURB

HEIGHT, PROFILE, &

LOCATION

RESET EXISTING

GUARDRAIL

2.00'

26.00'

T

MATCH EXISTING CURB

HEIGHT & LOCATION (TYP)

NEW UP-LIGHTING , SEE

ELECTRICAL DRAWINGS

FOR ADDITIONAL

INFORMATION

NEW C.I.P. CONCRETE

SIDEWALK

NEW FULL DEPTH HOT MIX

ASPHALT PAVEMENT (TYP)

RESET SALVAGED

GRANITE CURB

NEW C.I.P. CONCRETE

SIDEWALK

RESET SALVAGED

GRANITE CURB

MATCH EXISTING

PAVEMENT HEIGHT &

LOCATION (TYP)

LIMITS OF SURVEY BY GM2 ASSOCIATES, INC.

PROFESSIONAL LAND SURVEYORS (TYP)

SEE SHEET NOTE #6 FOR ADDITIONAL

INFORMATION

5.00'

.0

.0

NEW C.I.P. CONCRETE

ISOLATION JOINT (TYP)

C1

CP301

NEW 13'x25' C.I.P. CONCRETE MECHANICAL PAD W/ 42" TALL

SURFACE MOUNTED STEEL PEDESTRIAN GUARDRAIL AS SHOWN.

SEE MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.

B3

C502

F7

C501

D7

C501

F7

C502

D7

C501

B3

C501

D1

C501

B5

C501

B1

C502

B5

C501

D1

C503

NEW STONE MAINTENANCE

EDGE, 2' MIN. WIDTH, MAINTAIN

STRAIGHT LINE PARALLEL TO

FACE OF BUILDING

NEW 6-12 PRECAST CONCRETE STAIR W/

CHEEK WALLS AND HANDRAIL PROVIDE

PEDESTRIAN SWING GATE AT TOP OF STAIRS

NEW C.I.P. CONCRETE

SIDEWALK

B5

C501

B3

C502

D3

C502

F1

C505

F1

C501

D1

C501

D3

C501

F3

C502

B5

C501

B5

C501

NEW C.I.P. CONCRETE

SIDEWALK

B5

C501

B3

C501

B1

C502

C 1

C 2

TOP OF STAIR SHALL BE ANCHORED TO CIP

FOUNDATION SLAB, SEE STRUCT. DRAWINGS

FOR ADDITIONAL INFORMATION

S E

T B

A C

K

D5

C505

L

W

L W

L W

L W

L W

L W

L W

L W

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L W

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W

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L

W

L

W

L

W

L

W

L

W

L

W

L

W

REPLACE EXISTING CURB

MATCH EXISTING TYPE,

HEIGHT, PROFILE, &

LOCATION (TYP)

NEW FULL DEPTH HOT MIX

ASPHALT PAVEMENT (TYP)

B3

C501

NEW FULL DEPTH HOT MIX

ASPHALT PAVEMENT (TYP)

B3

C501

NEW FULL DEPTH HOT MIX

ASPHALT PAVEMENT (TYP)

B3

C501

NEW C.I.P. CONCRETE

SIDEWALK

B5

C501

NEW 4" WIDE PAINTED

STRIPING (TYP)

NEW TRANSFORMER ON

CONCRETE PAD, SEE UTILITY

PLAN CU101 FOR ADDITIONAL

INFORMATION

TIE SALVAGED SECURITY FENCE

INTO EXISTING AT NEAREST

POST, LOCATION SHOWN IS

APPROXIMATE (TYP)

MATCH LINE - SEE F4/CP301

INSTALL GUARDRAIL

POSTS TO AVOID

CONFLICT WITH

EXISTING LIGHT BASE

D1

C501

RESET EXISTING

GUARDRAIL

B1

C502

FUTURE BUILDING

NEW DIAGONAL 4" WIDE

WHITE PAINTED STRIPING

(TYP)

B5

C506

5.50'

B3

C506

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Revisions: Date:

CONSULTANT ARCHITECT/ENGINEER OF RECORD

WBRC

A R C H I T E C T S • E N G I N E E R S

WWW.WBRCAE.COM

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-4511

SARASOTA, FLORIDA 941-556-0757

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project TitleDrawing Title

Approved:

Phase

Location

Issue Date

Project Number

Building Number

Drawing Number

Checked Drawn CP101

650-332

NEW MENTAL HEALTH BUILDING -

PHASE 1

830 CHALKSTONE AVE PROVIDENCE, RI 02908

PAM JWB

SITE LAYOUT & MATERIALS

PLAN

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

LAYOUT NOTES:

1. SEE NOTES L1 THROUGH L3 ON SHEET C001 FOR

ADDITIONAL LAYOUT INFORMATION.

2. ALL CURB RADII SHALL BE 5' UNLESS OTHERWISE

NOTED.

3. COORDINATE ALL SIDEWALK LOCATIONS WITH

ARCH. AND STRUCTURAL DRAWINGS TO VERIFY NEW

EXTERIOR DOOR LOCATIONS. FIELD ADJUST AS

REQUIRED.

4. REFER TO STRUCTURAL SHEETS FOR NEW

FOUNDATION LAYOUT. COORDINATE LAYOUT WITH

FOUNDATION CONTRACTOR.

5. SEE SHEET CU101 FOR ADDITIONAL INFORMATION

RELATED TO THE LAYOUT OF SITE LIGHTS AND PULL

BOXES AND THEIR RESPECTIVE CONDUIT AND

WIRING. COORDINATE LAYOUT WITH THE ELECTRICAL

CONTRACTOR.

6. SURVEY LIMITS ARE AS SHOWN ON THE DRAWINGS.

ADDITIONAL INFORMATION GATHERED VIA MULTIPLE

SOURCES INCLUDING SITE OBSERVATIONS.

CONTRACTOR TO VERIFY IN FIELD.

7. A FOUR FOOT WIDE SWATH OF TURF SOD SHALL

BE INSTALLED ADJACENT TO ALL BUILDING SIDES OR

STONE MAINTENANCE EDGING EXTENDING OUTWARD

FROM THE FACE OF THE BUILDING, WHERE

HARDSCAPE IS NOT IN CONFLICT.

8. STEEL H-PILES SHALL BE DRIVEN PER THE

GEOTECHNICAL REPORT. THE STRONG AXIS SHALL

FACE PERPENDICULAR TO THE SLOPE. THE TOP OF

PILE SHALL BE BURIED A MINIMUM OF 1' BELOW

FINISH GRADE BUT NO MORE THAN 3'.

HMA PAVEMENT

HMA SIDEWALK

P.T. GUARD RAIL

SLOPED CURB

COARSE AGGREGATE

H

Y

D

VERTICAL CURB

UTILITY POLE

STREET LIGHTING

BUILDING LIGHTING

WATER SHUTOFF / GATE VALVE

TRANSFORMER PAD

MANHOLE

SEWER MANHOLE

CATCH BASIN

FIRE HYDRANT

SIGN

FENCING

PROPERTY SETBACK

PROPERTY LINE

ABUTTING PROPERTY LINE

TREE LINE

PULL BOX

GAS VALVE

GAS SHUTOFF

DRAIN MANHOLE

TREE

CONCRETE SIDEWALK

LEGEND

EXISTING

PROPOSED

10 APR 2019

CONSTRUCTION

DOCUMENTS

STEEL GUARD RAIL

04/10/19

4195.00

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BENCHMARK ELEV.=88.06

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BUILDING 32

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BUILDING 8

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BUILDING 7

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MOBILE OFFICE BUILDING T-39

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( IN FEET )

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E

F

NEW 4"x12" CLAY BRICK PAVERS

ON ASPHALT, RUNNING BOND

PATTERN AS SHOWN

4.00'

(12) NEW 10"Ø ANTI-RAM

BOLLARDS

3.17'

5.83'

5.00'

NEW 12"Wx2.25"THK. GRANITE

PAVER BAND ON ASPHALT.

SAWCUT ALL SIDES W/ THERMAL

FINISH TOP. CENTER BANDING W/

WINDOW MULLION AS SHOWN (TYP)

NEW CANOPY SEE

ARCHITECTURAL DRAWINGS

FOR ADDITIONAL INFORMATION

ALIGN NEW GRANITE BAND

W/ OUTSIDE CORNER OF

BUILDING AS SHOWN

NEW GRANITE CURB

PLANTER

NEW BRICK PAVERS ON STRUCTURAL

ENTRY SLAB, SEE STRUCTURAL

DRAWINGS FOR ADDITIONAL

INFORMATION

NEW EXTERIOR DOOR

LOCATION

1.00' (TYP)

ALIGN NEW GRANITE BAND

W/ OUTSIDE EDGE OF

WINDOW FRAME AS SHOWN

NEW FLUSH GRANITE CURB

NEW C.I.P. CONCRETE

SIDEWALK

NEW VERTICAL GRANITE

CURB (TYP)

NEW CURB HEIGHT TRANSITION,

SEE SHEET CG101 FOR

ADDITIONAL INFORMATION

ALL GRANITE CURB SHALL BE SAWCUT ON

THE VERTICAL FACE ABUTTING NEW

PAVERS TO CREATE A SQUARE EDGE (TYP)

ALIGN HORIZONTAL &

VERTICAL PAVER JOINTS AS

SHOWN (TYP)

(TYP)

NEW PLANTING BED, SEE

SHEET LP101 FOR

ADDITIONAL INFORMATION

NEW CURB HEIGHT TRANSITION,

SEE SHEET CG101 FOR

ADDITIONAL INFORMATION

R=5'

R=5'

R=20'

18.75'

F7

C502

D1

C501

F3

C501

F5

C501

D1

C501

D5

C502

B5

C501

F5

C501

T

Y P

NEW ADA DOOR OPENER ATTACHED TO

FACE OF BOLLARD, SEE ELECTRICAL

DRAWINGS FOR MORE INFO

4.00'

4.75'

SLOPE AWAY FROM BUILDING

TOWARDS FLOW LINE. MAINTAIN

1.5% ADA ACCESSIBLE SLOPE

NEW YARD DRAIN (SEE

CU 101 FOR MORE INFO)

C

L

EQ. EQ.

NEW UP LIGHTING (SEE

ELECTRICAL DRAWINGS

FOR MORE INFO)

L W

L W

L W

LW

L

W

L W

L W

L W

LW

LW LW

LW

LW

L W

L W

LW

LW

LW

LW

LW

L W

L W

L W

L W

L W

L

W

L

W

LW

L W

S

S

D

E

W

W 4.5-5'

E

REMOVE & REPLACE EXISTING HOT MIX

ASPHALT PAVEMENT AS NEEDED FOR

UTILITY INSTALLATION

SAWCUT EXISTING ASPHALT

PAVEMENT TO CREATE A

SQUARE FLUSH EDGE, PROVIDE

BUTT JOINT (TYP)

B1

C501

REMOVE & REPLACE EXISTING

CONCRETE SIDEWALK AS NEEDED

FOR UTILITY INSTALLATION

LIMITS OF WORK (TYP)

L W

L W

L W

LW

L

W

L W

L W

L W

LW

LW LW

LW

LW

L W

L W

LW

LW

LW

LW

LW

L W

L W

L W

L W

L W

L

W

L

W

LW

L W

S

S

D

E

E

NEW FULL DEPTH HOT

MIX ASPHALT PAVEMENT

B3

C501

7.00'

MATCH EXISTING

PAVEMENT HEIGHT &

LOCATION (TYP)

NEW C.I.P. CONCRETE

SIDEWALK

B5

C501

LIMITS OF WORK (TYP)

N C

O M

N C

O M

N C

O M

N C

O M

NCOM

NCOM

L W

L W

L W

LW

L

W

L W

L W

L W

LW

LW LW

LW

LW

L W

L W

LW

LW

LW

LW

LW

L W

L W

L W

L W

L W

L

W

L

W

LW

L W

W

W

~6'

U E

U

E

U

EU

E

UE

UE

UE

~3'

U

E

U

E

U

E

U

E

S

S

U

E

U

E

UE

UE

UE

UE

UE

U

E

U

E

U

E

~2'

D

UE

UE

U E

U E

.5

-2

1.5-2.5'

2.5-3'

1.5-2.5'

W

W

W

W

W

W

W W

W

W

5-6

5-6

U E

UE

UE

UE

UE

UE

E

U

E

U E

U E

U E

U E

U E

U E

U E

U

E

U E

-1

.5

1-1.5'

1-2'

1-1.5'

W

W 4.5-5'

0.2-2'

UE

UE

U E

UE

UE

UE

UE

UE

UE

1.5-2.5'

U E

U E

U E

UE UE UE

UE

UE

UE

1-2'

.5

Steam

1-2'

U E

U E

U E

U E

-3

2-3'

-5

.5

W

W W

W

U E

E

U

E

U

E

U

E

UE UE UE

UE

1.5-3

S t e a m

NEW UNDERGROUND COMM. TRENCH FOR

IT, SEE ELECT. DRAWINGS FOR MORE INFO

NEW UNDERGROUND ELECTRIC

TRENCH- SEE ELECTRICAL

DRAWINGS FOR MORE INFO

LIMITS OF WORK (TYP)

VA FORM 08 - 6231

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Revisions: Date:

CONSULTANT ARCHITECT/ENGINEER OF RECORD

WBRC

A R C H I T E C T S • E N G I N E E R S

WWW.WBRCAE.COM

BANGOR, MAINE 207-947-4511

PORTLAND, MAINE 207-828-4511

SARASOTA, FLORIDA 941-556-0757

STAMP Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

Project TitleDrawing Title

Approved:

Phase

Location

Issue Date

Project Number

Building Number

Drawing Number

Checked Drawn CP301

650-332

NEW MENTAL HEALTH BUILDING -

PHASE 1

830 CHALKSTONE AVE PROVIDENCE, RI 02908

PAM JWB

PLAZA INSET / BUILDING 14

PLAN

FULLY SPRINKLEREDVA RI FACILITIES MANAGEMENT

SERVICE

HMA PAVEMENT

HMA SIDEWALK

P.T. GUARD RAIL

SLOPED CURB

COARSE AGGREGATE

H

Y

D

VERTICAL CURB

UTILITY POLE

STREET LIGHTING

BUILDING LIGHTING

WATER SHUTOFF / GATE VALVE

TRANSFORMER PAD

MANHOLE

SEWER MANHOLE

CATCH BASIN

FIRE HYDRANT

SIGN

FENCING

PROPERTY SETBACK

PROPERTY LINE

ABUTTING PROPERTY LINE

TREE LINE

PULL BOX

GAS VALVE

GAS SHUTOFF

DRAIN MANHOLE

TREE

CONCRETE SIDEWALK

LEGEND

EXISTING

PROPOSED

C1

1/4"=1'

NEW LAYOUT INSET

F1

SCALE: 1"=20'

BUILDING 14 - SITE REMOVALS PLAN

10 APR 2019

CONSTRUCTION

DOCUMENTS

F4 BUILDING 14 - SITE LAYOUT PLAN F7 BUILDING 14 - SITE UTILITY PLAN

MATCH LINE - SEE CP101

MATCH LINE - SEE CU101

MATCH LINE - SEE CD101

NOTE: EXISTING UTILITIES SHOWN ON THIS PLAN ARE FROM GROUND

PENETRATING RADAR DATA FROM THE VA AND ARE FOR REFERENCE ONLY.

SITE CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO

BEGINNING ANY PROPOSED WORK.

SCALE: 1"=20' SCALE: 1"=20'

04/10/19

4195.00

AutoCAD SHX Text

CO

AutoCAD SHX Text D

AutoCAD SHX Text

BUILDING 14

AutoCAD SHX Text

BUILDING 14

AutoCAD SHX Text

BUILDING 14

AutoCAD SHX Text

WV

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text H

AutoCAD SHX Text Y

AutoCAD SHX Text D

AutoCAD SHX Text D

AutoCAD SHX Text G

AutoCAD SHX Text S

AutoCAD SHX Text O

AutoCAD SHX Text

GV

AutoCAD SHX Text M

AutoCAD SHX Text S

AutoCAD SHX Text W

AutoCAD SHX Text O

AutoCAD SHX Text

GV

1 8

T

B-2

B-7

T

B-1

B-3

B-4

B-6

B-5

B-8

B-9

B-13

B-10

B-12

B-14

B-11

B-16

B-15

B-17

FG=71.75

TC=85.85

BC=85.35

TC=86.10

BC=85.60

FG=71.75

FFE=86.33'

BFE=73.00'

FG=71.75

FG=71.75

TS=76.83

FG=86.33

FG=86.28

FG=86.15

TC=85.85

BC=85.35

TC=86.00

BC=85.75

FG=85.80

FG=85.20

FG=85.80

NEW GEOGRID STABILIZED

SLOPE TO LIMITS SHOWN.

PROVIDE BANK STABILIZATION

MESH AT SURFACE, SEE

GRADING SHEET NOTE 5

2:1

2:1

NEW BANK STABILIZATION

MESH (TYP)

EG=28.00

EG=30.00

EG=29.00

TEMPORARY SILT FENCE

(TYP)

TEMPORARY INLET

PROTECTION (TYP)

NEW BANK STABILIZATION

MESH (TYP)

MATCH EXISTING

GRADES IN THIS AREA

SHOWN AS DISTURBED

WITHOUT PROPOSED

CONTOURS (TYP)

LIMITS OF SURVEY BY GM2 ASSOCIATES, INC.

PROFESSIONAL LAND SURVEYORS (TYP)

SEE SHEET NOTE #6 FOR ADDITIONAL

INFORMATION

FG=75.00

FG=86.00

NEW GROUND IMPROVEMENTS

WITHIN BUILDING FOOTPRINT PER

THE PERFORMANCE SPEC, SEE

THE GEOTECHNICAL REPORT FOR

MORE INFORMATION. SEE SITE

SECTI…