DESIGN ELEMENT TOLERANCES

CIVIL-GENERAL NOTES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

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ISSUE FOR BIDOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

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PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

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PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024ISSUE FOR BID 08-09-2024 C001

ELEMENT

SIDEWALK CROSS SLOPE

SIDEWALK GRADE - RUNNING SLOPE

CURB RAMP GRADE - RUNNING SLOPE7.5% MAX 8.3% MAX

5.0% MAX

2.0% MAX1.5% MAX

4.5% MAX

DESIGN AND FIELD

LAYOUT LIMIT

LIMIT FOR WORK

ACCEPTANCE

TEMPORARY UTILITY NOTES:

1. TEMPORARY WATER WILL BE AVAILABLE FOR USE DURING

CONSTRUCTION AT VARIOUS LOCATIONS THROUGHOUT THE FACILITY

BASED UPON AVAILABLE SYSTEM CAPACITY. COORDINATE WITH AND

OBTAIN APPROVAL FROM THE COR FOR LOCATIONS TO DRAW WATER

FROM THE EXISTING FACILITY WATER DISTRIBUTION SYSTEM. THE

CONTRACTOR IS RESPONSIBLE FOR SUPPLYING, INSTALLING AND

MAINTAINING ANY REQUIRED CROSS CONNECTION CONTROLS AT

POINTS OF CONNECTION TO THE EXISTING FACILITY WATER SUPPLY.

2. TEMPORARY ELECTRICITY WILL BE AVAILABLE FOR USE DURING

CONSTRUCTION AT VARIOUS LOCATIONS THROUGHOUT THE FACILITY

BASED UPON AVAILABLE SYSTEM CAPACITY. COORDINATE WITH AND

OBTAIN APPROVAL FROM THE COR FOR LOCATIONS TO CONNECT TO

THE EXISTING FACILITY ELECTRICAL DISTRIBUTION SYSTEM.

3. PROVIDE TEMPORARY SANITARY FACILITIES FOR USING DURING

CONSTRUCTION.

4. THE CONTRACTOR IS RESPONSIBLE FOR AND SHALL INCLUDE IN

THEIR BID PRICE ANY TEMPORARY CONSTRUCTION LIGHTING THAT

MAY BE NECESSARY TO COMPLETE THE WORK ASSOCIATED WITH

THIS PROJECT. THIS MAY INCLUDE, BUT IS NOT LIMITED TO

TEMPORARY CONSTRUCTION LIGHTING DURING POTENTIAL SHIFTS

OUTSIDE FIRST SHIFT, THAT TYPICALLY COVERS 7AM TO 3PM. WHEN

IT IS DETERMINED THAT TEMPORARY LIGHTING IS REQUIRED TO

COMPLETE THE WORK, THE CONTRACTOR SHALL COORDINATE WITH

AND OBTAIN APPROVAL FROM THE COR FOR LOCATIONS OF AND

DURATION OF USE OF TEMPORARY LIGHTING AT A MINIMUM OF 48

HOURS IN ADVANCE OF IMPLEMENTING TEMPORARY LIGHTING

FACILITIES. ALL TEMPORARY LIGHTING PROVIDED SHALL INCLUDE ITS

OWN POWER SUPPLY AND SHALL NOT CONNECT TO THE FACILITY

ELECTRICAL SYSTEM UNLESS PRIOR APPROVAL GRANTED BY THE

COR.

5. SEE ALSO SPECIFICATION SECTION 015000 FOR ADDITIONAL

INFORMATION REGARDING CONSTRUCTION FACILITIES AND

TEMPORARY CONTROLS.

EXISTING CONDITION MAP NOTES:

1. THE HORIZONTAL DATUM IS REFERENCED TO THE NORTH AMERICAN

DATUM OF 1983, NEW YORK STATE PLANE WEST ZONE 3103.

2. THE VERTICAL DATUM IS REFERENCED TO THE NATIONAL GEODETIC

VERTICAL DATUM OF 1929 (NGVD29). ELEVATIONS WERE ESTABLISHED

ONSITE VIA DIFFERENTIAL LEVELING HOLDING SEVERAL RECORD

FINISHED FLOOR ELEVATIONS AND UTILITY IRON ELEVATIONS.

ELEVATIONS ARE 0.42' HIGHER THAN NAVD88 ELEVATIONS DERIVED

FROM GPS OBSERVATIONS ONSITE.

3. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON SURFACE

EVIDENCE AND PROVIDED RECORD MAPPING. THIS MAPPING DOES NOT

PURPORT TO SHOW ALL UNDERGROUND UTILITIES ON SITE AND IS

SUBJECT TO FIELD VERIFICATION. CONTRACTOR SHALL PROVIDE QL-B

UTILITY LOCATION SERVICES FOR ENTIRE PROJECT SITE AND UP TO 2

DAYS OF QL-A UTILITY LOCATION USING SOFT-DIG EQUIPMENT TO

VERIFY LOCATION OF UTILITIES.

4. INFORMATION SHOWN HEREON IS FROM A FIELD SURVEY COMPLETED

BY M.J. ENGINEERING AND LAND SURVEYING, P.C. BETWEEN AUGUST 22

AND AUGUST 25, 2022.

5. CONTOUR INTERVAL = 1'.

6. UNAUTHORIZED ALTERATIONS OR ADDITION TO THIS SURVEY MAP IS A

VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION

LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND

SURVEYORS SEAL AND SIGNED WITH INK SHALL NOT BE CONSIDERED

TO BE VALID COPIES.

REMOVAL NOTES:

1. CONFORM TO APPLICABLE CODE FOR DEMOLITION OF STRUCTURES,

SAFETY OF ADJACENT STRUCTURES, DUST CONTROL, RUNOFF

CONTROL, AND HAULING, DISPOSAL AND STORAGE OF DEBRIS.

2. PROVIDE, ERECT, AND MAINTAIN TEMPORARY BARRIERS AND SECURITY

DEVICES.

3. MAINTAIN EXISTING UTILITIES TO REMAIN IN SERVICE AND PROTECT

THEM AGAINST DAMAGE DURING SELECTIVE DEMOLITION OPERATIONS.

DO NOT INTERRUPT EXISTING UTILITIES SERVING OPERATING

FACILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY THE COR.

4. PREVENT MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES.

PROVIDE BRACING AND SHORING.

5. LOCATE AND IDENTIFY ALL EXISTING UTILITIES WITHIN THE

CONSTRUCTION AREA AS REQUIRED BY SPECIFICATION SECTION

023313. DISCONNECT AND SEAL OR CAP OFF UTILITY SERVICES THAT

WILL BE AFFECTED BY THIS PROJECT. NOTIFY THE COR AT A MINIMUM

OF 72 HOURS BEFORE STARTING WORK AND WITH THEIR

REQUIREMENTS. VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED

AND CAPPED.

6. REMOVE COMPONENTS IN AN ORDERLY AND CAREFUL MANNER.

7. PROTECT EXISTING FEATURES THAT ARE NOT TO BE REMOVED.

8. CONDUCT OPERATIONS WITH MINIMUM INTERFERENCE TO PUBLIC OR

PRIVATE ACCESSES.

9. MAINTAIN EGRESS AND ACCESS AT ALL TIMES. DO NOT CLOSE OR

OBSTRUCT ROADWAYS, OR SIDEWALKS WITHOUT THE COR'S

PERMISSION.

10. CEASE OPERATIONS IMMEDIATELY IF ADJACENT STRUCTURES APPEAR

TO BE IN DANGER.

11. ROUGH GRADE AND COMPACT AREAS AFFECTED BY DEMOLITION TO

MAINTAIN SITE GRADES AND CONTOURS.

12. FIELD VERIFY EXISTING CONDITIONS AND CORRELATE WITH

REQUIREMENTS INDICATED ON DEMOLITION PLAN TO DETERMINE

EXTENT OF SELECTIVE DEMOLITION REQUIRED.

13. CONDUCT DEMOLITION OPERATIONS AND REMOVE DEBRIS TO ENSURE

MINIMUM INTERFERENCE WITH SELECTIVE DEMOLITION OPERATIONS.

14. CONDUCT DEMOLITION OPERATIONS TO PREVENT INJURY TO PEOPLE

AND

DAMAGE TO ADJACENT BUILDINGS AND FACILITIES TO REMAIN. ENSURE

SAFE PASSAGE OF PEOPLE AROUND SELECTIVE DEMOLITION

AREA.

15. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT

SPILLAGE ON ADJACENT SURFACES AND AREAS. TRANSPORT ALL

EXCESS MATERIALS OFF SITE AND LEGALLY DISPOSED OF.

16. CLEAN ADJACENT STRUCTURES AND IMPROVEMENTS OF DUST, DIRT

AND

DEBRIS CAUSED BY SELECTIVE DEMOLITION OPERATIONS. RETURN

ADJACENT AREAS TO CONDITION EXISTING BEFORE START OF

SELECTIVE DEMOLITION.

17. LEGALLY DISPOSE OF DEMOLISHED MATERIALS. DISPOSE OF ALL

DEBRIS RESULTING FROM DEMOLITION ACTIVITIES OFF-SITE AT A

FACILITY LEGALLY APPROVED TO RECEIVE THE DEBRIS. DO NOT ALLOW

DEMOLISHED MATERIALS TO ACCUMULATE ON-SITE. DO NOT BURN

DEMOLISHED MATERIALS ON-SITE.

CONTRACTOR PARKING, STAGING AND STORAGE

NOTES:

1. CONTRACTOR STAGING OR STORAGE AREAS ARE PROVIDED AS NOTED

IN THESE PLANS.

2. SEE ALSO DIVISION 1 SECTIONS OF THE PROJECT SPECIFICATIONS FOR

ADDITIONAL INFORMATION.

EROSION CONTROL NOTES:

1. CONSTRUCTION PHASING PLAN

THIS PROJECT WILL BE CONSTRUCTED AS A SINGLE PHASE.

2. EROSION AND SEDIMENT CONTROL PRACTICES

REFER TO DRAWING AND THE DETAILS AND THE PROJECT MANUAL FOR

LOCATION, SIZES AND SPECIFICATIONS OF EROSION AND SEDIMENT

CONTROL DEVICES.

A. TEMPORARY SEDIMENT CONTROL - SILT FENCE

SILT FENCE REDUCES RUNOFF VELOCITY AND CAUSES SETTLING OF

SEDIMENT. INSTALL SILT FENCE WHERE SHOWN. INSTALL AROUND

ANY STOCKPILED SOIL MATERIALS.

B. WETLAND PROTECTION FENCE (IF REQUIRED)

ORANGE CONSTRUCTION FENCE POSTED WITH "SENSITIVE AREA,

STAY OUT" PROTECTS THE ON-SITE WETLANDS FROM UNAUTHORIZED

DISTURBANCE.

C. TEMPORARY SEEDING

TEMPORARY SEEDING REDUCES EROSION AND SEDIMENT LOSS

FROM BARE GROUND. PROVIDE TEMPORARY SEEDING TO PROVIDE

TEMPORARY COVER FOR DISTURBED EARTH OR SOIL STOCKPILES.

PROVIDE TEMPORARY SEEDING PER THE DRAWINGS OR AT A MINIMUM

ON DISTURBED AREAS OR SOIL STOCKPILES HELD FOR LONGER THAN

7 DAYS, TEMPORARY SHUT DOWN OF CONSTRUCTION OR WAITING

FOR OPTIMAL PLANTING TIME. IN SPRING, SUMMER OR EARLY FALL

APPLY RYE GRASS AT AT A RATE OF 1 LB/ 1000 SQ. FT. IN LATE FALL OR

EARLY SPRING, APPLY CERTIFIED AROOSTOOK RYE AT 2.5 LBS. / 1000

SQ. FT. APPLY STRAW AT 2 BALES / 1000 SQ. FT OR WOOD FIBER

HYDROMULCH AT MANUFACTURER'S RECOMMENDED RATE. ANCHOR

STRAW.

D. CONCRETE WASHOUT

CONCRETE WASHOUT IS TO BE DONE OFF SITE OR AT A MAINTAINED

WASHOUT CONTAINER AS SHOWN IN THE PLAN(S). ALL WASTE WATER

AND SEDIMENT FROM THE UNIT IS TO BE DISPOSED OF OFF SITE IN

ACCORDANCE WITH STATE, LOCAL, AND FEDERAL REQUIREMENTS.

FINAL LOCATION OF THE UNIT IS TO BE DETERMINED BY THE COR.

E. DUST CONTROL

DUST CONTROLS PREVENT SURFACE AND AIR MOVEMENT OF DUST

FROM DISTURBED AREAS THAT MAY CAUSE OFF SITE DAMAGE,

HEALTH HAZARDS AND TRAFFIC SAFETY PROBLEMS. PROVIDE DUST

CONTROL THRU SUCH MEASURES AS SPRINKLING, CHEMICAL SOIL

TREATMENTS AND TEMPORARY AND PERMANENT STABILIZATION

MEASURES, SUCH AS SEEDING, MULCHING AND INSTALLING EROSION

CONTROL BLANKETS. THESE MEASURES WILL PREVENT DUST FROM

BLOWING OFF SITE. INSTALL TEMPORARY AND PERMANENT

STABILIZATION MEASURES PER THE DRAWINGS, AS SOON AS FINAL

GRADES ARE REACHED AND ON SOIL STOCKPILES AND DISTURBED

AREAS TO BE LEFT FOR LONGER THAN 7 DAYS. USE SPRINKLING,

CHEMICAL SOIL TREATMENTS AND OTHER METHODS AS REQUIRED TO

PREVENT BLOWING DUST.

F. STORM DRAIN INLET PROTECTION

INLET PROTECTION IS A TEMPORARY, SOMEWHAT PERMEABLE

BARRIER INSTALLED AROUND A STORM WATER INLET THAT PREVENTS

SEDIMENT LADEN WATER FROM ENTERING THE SYSTEM BY FILTERING

AND/OUR CAUSING SEDIMENT TO SETTLE. INSTALL INLET PROTECTION

IMMEDIATELY UPON INSTALLATION OF A STORM DRAIN INLET. USE

STONE AND BLOCK PROTECTION AROUND INLETS IN PAVED/GRAVEL

AREAS. USE FABRIC PROTECTION AROUND INLETS INSTALLED IN

LANDSCAPED AREAS. REMOVE PROTECTION UPON FINAL

STABILIZATION OF THE SITE.

G. PERMANENT SEEDING

PERMANENT SEEDING PREVENTS SOIL EROSION FROM BARE SOIL.

ONCE FINAL GRADING OF AN AREA HAS BEEN COMPLETED, PROVIDE

PERMANENT SEEDING AND MULCHING PER SPECIFICATION SECTION

329219.

3. POLLUTION PREVENTION MEASURES

IN ADDITION TO THE EROSION AND SEDIMENT CONTROL MEASURES

IMPLEMENTED AT THE SITE, IMPLEMENT THE FOLLOWING MEASURES TO

PREVENT LITTER, CHEMICALS AND DEBRIS FROM ENTERING THE STORM

DRAINS AND DISCHARGES FROM THE SITE OR INTO SENSITIVE AREAS.

A. PROPERLY INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL

DEVICES AS OUTLINED IN THE PROJECT DOCUMENTS AND IN

COMPLIANCE WITH THE LATEST EDITION OF THE NEW YORK STATE

STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT

CONTROL.

B. PROPERLY CONTAIN AND DISPOSE OF ALL MATERIALS USED ON SITE.

C. CLEAN UP SPILLS IMMEDIATELY TO MINIMIZE SAFETY HAZARD AND

PREVENT SPREADING.

D. ROUTINELY INSPECT AND CLEAN OUT STORM CATCH BASINS AND

CONVEYANCES.

E. CONTROL LITTER BY SWEEPING AND PICKING IT UP DAILY.

EROSION CONTROL NOTES (CON'T)

· STONE AND BLOCK INLET PROTECTION: CHECK FOR DAMAGED

MATERIALS AND ACCUMULATED SEDIMENT. REPAIR OR REPLACE

MATERIALS OF CONSTRUCTION AS NEEDED. REMOVE ANY

ACCUMULATED SEDIMENT.

· FOREBAYS: CHECK SIDE SLOPES FOR SCOUR, DAMAGE FROM

RODENTS AND SEEPAGE. CONTINUOUSLY MONITOR THE FOREBAYS

AND DETENTION PONDS FOR SEDIMENT ACCUMULATION. ONCE

SEDIMENT ACCUMULATION HAS REACHED 12" IN DEPTH, REMOVE

AND DISPOSED OF THE SEDIMENT OFF SITE. CHECK OUTLETS FOR

SIGNS OF SCOUR AND OBSTRUCTIONS AND MAKE REPAIRS AS

NECESSARY.

· RIP RAP OUTLETS: CHECK FOR OBSTRUCTIONS AND SCOUR AND

REMOVE AND REPAIR AS NECESSARY.

· CATCH BASINS AND PIPING: CHECK FOR OBSTRUCTIONS AND

SEDIMENT ACCUMULATION AND CLEAN AS NECESSARY.

6. SWPPP IMPLEMENTATION

THE CONTRACTOR AND SUB CONTRACTOR(S) ARE RESPONSIBLE FOR

COMPLYING WITH AND IMPLEMENTING THE SWPPP. REFER TO

SPECIFICATION "REGULATORY REQUIREMENTS" AND THE CONTRACTOR'S

CERTIFICATION STATEMENT IN THE SWPPP.

THE ENGINEER OF RECORD IS RESPONSIBLE FOR PERFORMING AND

DOCUMENTING THE INITIAL SITE ASSESSMENT AND PERFORMING THE

WEEKLY SITE INSPECTING AS REQUIRED BY THE SPDES PERMIT.

7. CONSTRUCTION COMPLETION

UPON CONSTRUCTI0N COMPLETION:

A. INSPECT THE CATCH BASINS, STORM WATER MANHOLES AND STORM

WATER CONVEYANCE SYSTEM FOR OBSTRUCTIONS OR SEDIMENT.

REMOVE OBSTRUCTIONS AND CLEAN STRUCTURES AND PIPING AS

NECESSARY.

B. FOREBAYS: INSPECT WEIRS FOR STRUCTURAL INTEGRITY AND

OBSTRUCTIONS. CHECK EMBANKMENTS FOR SCOUR, SEEPAGE,

DAMAGE FROM RODENTS OR UNWANTED PLANT GROWTH. MAKE

REPAIRS AS NECESSARY. CHECK OUTLET PROTECTION FOR

OBSTRUCTIONS AND SCOURING. MAKE ANY REPAIRS. SURVEY

FOREBAYS, REMOVE ALL ACCUMULATED SEDIMENT, RETURN TO

GRADES SHOWN ON THE GRADING PLAN.

UPON SITE STABILIZATION:

C. REMOVE ANY REMAINING TEMPORARY EROSION AND SEDIMENT

CONTROL MEASURES. STABILIZE AREA.

8. WINTER OPERATIONS/WINTER SHUT DOWN

A. FOR WINTER OPERATIONS

· PLOW SNOW AND PILE ON PAVED AREAS. DO NOT PLOW SNOW

ONTO GRASSED AREAS OR INTO WETLAND AREAS.

· CHECK DRAINAGE STRUCTURES WEEKLY AND AFTER SNOW EVENTS

FOR CLOGGING OR FREEZING TO ENSURE STRUCTURES DRAIN

FREELY.

· INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL DEVICES

PER THE CONTRACT DOCUMENTS.

· STABILIZE ALL BARE SOILS BY ESTABLISHING VEGETATION OR

PROVIDING STRAW, MATTING, ROCK OR EROSION CONTROL

PRODUCTS.

· PLACE EROSION AND SEDIMENT CONTROL DEVICES AT ALL

SENSITIVE AREAS AND ALONG THE PERIMETER. THIS INCLUDES BUT

IS NOT LIMITED TO SILT FENCE, STORM DRAIN INLET PROTECTION,

CHECK DAMS AND PIPE OUTLET PROTECTION.

· PROTECT SOIL STOCKPILES WITH SILT FENCE PROTECTION AROUND

THE PERIMETER AND STABILIZE WITH ESTABLISHED VEGETATION,

STRAW, ROLLED EROSION CONTROL PRODUCT OR DURABLE

COVERING.

· MAINTAIN CONSTRUCTION ENTRANCE DURING WINTER SHUTDOWN.

· PLOW SNOW TO ALLOW FOR ENTRANCE TO THE SITE ON A MONTHLY

BASIS. PLOW SNOW AND STOCKPILE ONTO PAVED SURFACES. SNOW

PLOWING AND STOCKPILING ONTO GRASSED OR INTO SENSITIVE

AREAS WILL NOT BE ALLOWED.

· STABILIZATION MEASURES MUST BE IN PLACE, INCLUDING

STABILIZED VEGETATION, WITHIN SEVEN (7) DAYS FROM THE DATE

SOIL DISTURBING ACTIVITIES CEASE.

EROSION CONTROL NOTES (CON'T)

F. IF POSSIBLE, DO NOT STORE FUEL OR PETROLEUM PRODUCTS

ON-SITE. IF FUEL/PRETROLEUM PRODUCTS ARE STORED ON SITE:

· USE SECONDARY CONTAINMENT MEASURES.

· HAVE EQUIPMENT AND MATERIALS ON SITE TO CONTAIN AND CLEAN

UP SPILLS IN FUEL STORAGE AREAS OR ON BOARD MAINTENANCE

AND FUELING VEHICLES.

· CONTAIN AND CLEAN UP SPILLS IMMEDIATELY.

· PRACTICE PREVENTIVE MAINTENANCE FOR ON-SITE EQUIPMENT.

· OVERSEE ALL FILLING OPERATIONS.

G. PRACTICE GOOD HOUSEKEEPING AND EDUCATE EMPLOYEES ON

POLLUTION PREVENTION MEASURES.

· STORE ON SITE MATERIALS AND CHEMICALS IN A NEAT AND

ORDERLY MANNER AND IN AREAS DESIGNATED FOR SUCH

STORAGE.

· DISPOSE OF GARBAGE, RUBBISH, CONSTRUCTION AND SANITARY

WASTE ROUTINELY.

· IMMEDIATELY CLEAN UP ANY SPILLS.

· IMMEDIATELY CLEAN UP ANY SEDIMENTS OR WASTE TRACKED ONTO

PUBLIC HIGHWAYS OR TRANSPORTED ONTO ADJACENT

PROPERTIES.

· USE DUST CONTROL METHODS.

H. FOR CONSTRUCTION WASTE:

· DESIGNATE A WASTE COLLECTION AREA.

· PROVIDE AN ADEQUATE NUMBER OF CONTAINERS WITH LIDS OR

COVERS THAT CAN BE PLACED OVER CONTAINERS PRIOR TO

RAINFALL.

· ARRANGE FOR WASTE COLLECTION ON A ROUTINE BASIS AND PRIOR

TO CONTAINER OVERFLOW.

· IF A CONTAINER DOES SPILL, CLEAN UP IMMEDIATELY.

· COLLECT, REMOVE AND DISPOSE OF CONSTRUCTION WASTE IN

APPROVED DISPOSAL AREAS.

· FOLLOW APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS

FOR ALL DISPOSAL METHODS.

THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING

TEMPORARY SANITARY FACILITIES. CONTRACT DOMESTIC WASTE

HAULERS TO REGULARLY REMOVE THE SANITARY WASTE AND TO

MAINTAIN THE FACILITIES IN GOOD WORKING ORDER.

I. IF FERTILIZERS ARE USED ON SITE:

· LIMIT THE APPLICATION OF FERTILIZERS TO THE MINIMUM AREA

REQUIRED AND USE THE MINIMUM RECOMMENDED AMOUNTS.

· REDUCE THE EXPOSURE OF FERTILIZERS TO STORM WATER RUN

OFF BY WORKING THE FERTILIZER INTO THE SOIL.

· APPLY FERTILIZER MORE FREQUENTLY BUT AT A LOWER

APPLICATION RATE.

4. EROSION AND SEDIMENT CONTROL PRACTICES AND IMPLEMENTATION

SCHEDULE

5. EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE

SCHEDULE

A. INSPECT THE SILT FENCE AND CONSTRUCTION FENCE SURROUNDING

SENSITIVE AREAS (WETLANDS) ON A NIGHTLY BASIS DURING

CONSTRUCTION. COMPLETE REQUIRED MAINTENANCE, REPAIR OR

REPLACEMENT IMMEDIATELY.

B. INSPECT ALL REMAINING EROSION AND SEDIMENT CONTROL DEVICES

AFTER EACH RAIN EVENT AND ON A WEEKLY BASIS. COMPLETED

REQUIRED MAINTENANCE, REPAIR OR REPLACEMENT IMMEDIATELY

OR AS DIRECTED BY THE COR.

· SILT FENCE: INSPECT FOR TEARS, BULGING AND FOR AREAS WHERE

IT HAS FALLEN DOWN. REPAIR OR REPLACE AS NECESSARY.

· EROSION CONTROL BLANKETS: CHECK FOR PROPER/MISSING

ANCHORING, PLACEMENT DENSITY, DAMAGE DUE TO VANDALISM OR

CONSTRUCTION ACTIVITIES. REPAIR OR REPLACE AS NECESSARY.

· STABILIZED CONSTRUCTION ENTRANCE: MAINTAIN SO THAT

TRACKING OF SEDIMENT ONTO PUBLIC HIGHWAYS DOES NOT

OCCUR. TOP DRESS AS REQUIRED.

· FABRIC INLET PROTECTION: CHECK FOR DAMAGED MATERIALS AND

SEDIMENT ACCUMULATION. REPAIR OR REPLACE ANY DAMAGED

FABRIC. REMOVE ACCUMULATED SEDIMENT.

GEOTECHNICAL EARTHWORK NOTES:

GEOTECHNICAL ENGINEERING REPORT PREPARED BY QUALITY GEO

ENGINEERING, P.C. DATED SEPTEMBER 15 AND 26, 2022 PROVIDES THE

FOLLOWING DIRECTION:

1. EVALUATE THE EXPOSED SUBGRADE BY PROOF-ROLLING, AFTER

EXCAVATION TO THE DESIGN SOIL SUBGRADE ELEVATION, USING A

LARGE SMOOTH DRUM ROLLER OPERATED IN THE STATIC MODE. A

GEOTECHNICAL ENGINEER MUST BE PRESENT DURING THESE

EFFORTS TO GUIDANCE AND OBSERVATION.

2. UNDERCUT ANY AREAS WHICH APPEAR WET, LOOSE, SOFT,

UNSTABLE, OR OTHERWISE UNSUITABLE, AS DIRECTED BY THE

GEOTECHNICAL ENGINEER. BACKFILL UNDERCUT EXCAVATIONS WITH

IMPORTED STRUCTURAL FILL.

3. THE NEW BARN STRUCTURES CAN BE SUPPORTED USING SPREAD

FOUNDATIONS, WHICH MAY BEAR ON UNDISTURBED INDIGENOUS

CLAY SOILS, OR ON DRAINAGE STONE. IF GROUNDWATER

CONDITIONS ARE ENCOUNTERED IN THE SPREAD FOUNDATION

EXCAVATIONS, OR IF THE EXPOSED FOUNDATION BEARING GRADES

WILL BE EXPOSED TO WET WEATHER CONDITIONS BETWEEN THE

TIME OF EXCAVATION AND THE TIME THE FOOTINGS ARE POURED,

PROTECT THE EXPOSED BEARING GRADES WITH A 6-INCH THICK

LAYER OF DRAINAGE STONE.

4. CONTINUOUS WALL FOUNDATIONS MUST BE AT LEAST 1.5 FEET IN

WIDTH AND ISOLATED COLUMN FOUNDATIONS MUST BE AT LEAST 2.5

SQUARE FEET. EXTERIOR FOUNDATIONS MUST BE EMBEDDED A

MINIMUM OF 4.0 FEET BELOW FINISHED EXTERIOR GRADES FOR

FROST PROTECTION.

5. SIZE SPREAD FOUNDATIONS USING A MAXIMUM ALLOWABLE SOIL

BEARING PRESSURE OF 3,000 POUNDS PER SQUARE FOOT.

6. BASED ON SOILS CONDITIONS ENCOUNTERED IN THE TEST BORINGS,

THE SITE CAN BE CLASSIFIED AS SEISMIC SITE CLASS "D".

UDIG NY: CALL 811 BEFORE YOU DIG:

CALL BEFORE YOU DIG: IF YOU PLAN TO DIG OR DO ANY TYPE OF

EXCAVATION WORK, NEW YORK STATE LAW REQUIRES YOU CALL DIG

SAFELY NEW YORK PRIOR TO DOING SO.

2. WAIT THE REQUIRED TIME: YOU NEED TO PROVIDE TWO FULL WORKING

DAYS NOTICE PRIOR TO STARTING YOUR WORK, NOT COUNTING THE

DAY OF YOUR CALL, WEEKENDS OR HOLIDAYS. THIS PROVIDES TIME

FOR THE UTILITIES TO LOCATE YOUR PROPOSED DIG SITE.

3. CONFIRM UTILITY RESPONSE: DIG SAFELY NEW YORK WILL NOTIFY ALL

MEMBER UTILITIES OF THE PENDING EXCAVATION SO THAT THAT THEY

CAN COME OUT AND MARK THE LOCATION OF THEIR UNDERGROUND

LINES. BEFORE DIGGING ON YOUR STATED COMMENCEMENT DATE

CONFIRM THAT ALL UTILITIES HAVE RESPONDED TO YOU INDICATING

THEY HAVE MARKED YOUR PROPERTY OR THEY HAVE NO FACILITIES

PRESENT.

4. RESPECT THE MARKS: BEFORE YOU BEGIN YOUR EXCAVATION, WALK

THROUGH THE SITE TO FAMILIARIZE YOURSELF WITH THE MARKINGS

AND THE LOCATIONS OF BURIED FACILITIES.

5. DIG WITH CARE: IT IS IMPORTANT EXCAVATORS TAKE A PROACTIVE

APPROACH TO SAFETY NOT ONLY FOR THEMSELVES BUT FOR THE

PUBLIC BY INITIATING THE ONE CALL PROCESS AND ADHERING TO THE

FIVE STEPS OF A SAFE EXCAVATION.

ACCESSIBLE SIDEWALKS AND CURB RAMP NOTES:

DIMENSIONS SHOWN IN THE DETAILS AS MINIMUMS AND

MAXIMUMS ARE THE LIMITS FOR DESIGN AND FIELD LAYOUT.

FACILITIES SHALL NOT BE CONSTRUCTED WITH VALUES

OUTSIDE THE LIMITS FOR WORK ACCEPTANCE. SEE TABLE

"DESIGN ELEMENT TOLERANCES" BELOW.

2. TO CHECK FIELD LAYOUT AND TO VERIFY WORK ACCEPTANCE,

ALL SLOPES AND GRADES WILL BE MEASURED WITH A 4' LONG

DIGITAL LEVEL USING AT LEAST TWO READINGS. WHERE THE

READINGS VARY, THE MEASUREMENTS WILL BE AVERAGED.

GRADE (RUNNING SLOPE) WILL BE MEASURED ALONG THE

CENTERLINE AND OFFSET 12" TO 18" FROM THE CENTERLINE.

CROSS SLOPES WILL BE MEASURES PERPENDICULAR TO

CENTERLINE AT 5' TO 10' INTERVALS.

3. GRADES (RUNNING SLOPES) ARE MEASURED IN THE DIRECTION

OF PEDESTRIAN TRAVEL. CROSS SLOPES ARE MEASURED

PERPENDICULAR TO THE DIRECTION OF PEDESTRIAN TRAVEL.

4. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, TURNING SPACES

AND ROADWAYS SHALL BE FLUSH AND FREE FROM ABRUPT

VERTICAL CHANGES GREATER THAN 1

4". VERTICAL SURFACE

DISCONTINUITIES BETWEEN 1

4" TO 1

2" SHALL BE BEVELED WITH A

SLOPE NOT STEEPER THAN 1:2. THE BEVEL SHALL BE APPLIED

ACROSS THE ENTIRE JOINT.

5. THE CROSS SLOPE OF PEDESTRIAN ACCESS ROUTES SHALL BE

1.5% MAXIMUM FOR DESIGN AND LAYOUT, AND 2% MAXIMUM FOR

WORK ACCEPTANCE.

6. THE RUNNING SLOPE OF PEDESTRIAN ACCESS ROUTES SHALL BE

4.5% MAXIMUM FOR DESIGN AND LAYOUT, AND 5% MAXIMUM FOR

WORK ACCEPTANCE.

7. THE MINIMUM WIDTH OF A CURB RAMP SHALL BE 4'.

8. THE GRADE (RUNNING SLOPE) OF A CURB RAMP SHALL BE A

MINIMUM OF 5%. THE GRADE FOR DESIGN AND LAYOUT SHALL BE

A MAXIMUM OF 7.5%, THE GRADE FOR ADA ACCESSIBILITY AND

WORK ACCEPTANCE SHALL BE A MAXIMUM OF 8.3%. THE

MAXIMUM VERTICAL RISE OVER THE LENGTH OF THE CURB RAMP

FOR ACCEPTANCE SHALL BE 6".

9. THE CROSS SLOPE OF THE CURB RAMP SHALL BE AS FLAT AS

POSSIBLE AND STILL PROVIDE POSITIVE DRAINAGE. THE CROSS

SLOPE OF A CURB RAMP SHALL BE 1.5% MAXIMUM FOR DESIGN

AND LAYOUT, AND 2% MAXIMUM FOR WORK ACCEPTANCE.

10. WHERE A PEDESTRIAN CIRCULATION PATH CROSSES A CURB

RAMP, FLARED SIDES SHALL BE INSTALLED WITH A MAXIMUM

SLOPE OF 9.5% FOR DESIGN AND LAYOUT, AND 10% MAXIMUM

FOR WORK ACCEPTANCE. THE SLOPE OF THE FLARED SIDES IS

MEASURED PARALLEL TO THE CURB LINE.

Registration Expires 10.31.2026

70 7 4 5 1

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010' 20'20'

CIVIL-EXISTING CONDITIONS PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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ISSUE FOR BIDOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

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F

A

B

C

D

E

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024ISSUE FOR BID 08-09-2024 C100

EXISTING LEGEND

BENCHMARK

CONTROL BASELINE

CONTROL BASELINE TIE

CONTROL BASELINE SPUR

SPIKE POINT

STAKE POINT

NAIL POINT

RAILROAD SPIKE POINT

CONTROL SURVEY MARKER

HORIZ. PHOTOGRAMMETRY POINT

VERT. PHOTOGRAMMETRY POINT

MONUMENT POINT

MISC MONUMENT POINT

CROSS CUT POINT

DRILL HOLE POINT

FENCE LOCATION POINT

CAPPED IRON PIPE

IRON PIPE

SANITARY MANHOLE

CATCH BASIN

CATCH BASIN - ROUND

CURB INLET

STORM MANHOLE

WATER MANHOLE

ELECTRIC MANHOLE

COMMUNICATION MANHOLE

GAS MANHOLE

STEAM MANHOLE

TELEPHONE MANHOLE

UNKNOWN MANHOLE

DRYWELL

YARD DRAIN

SEWER WETWELL

WATER WELL

UNKNOWN WELL

FIRE HYDRANT

FIRE HOSE CONNECTION

SPIGOT

GATE VALVE

POST INDICATOR VALVE

WATER METER

ELECTRIC METER

TELEPHONE BOX

UTILITY POLE

DECIDUOUS TREE

CONIFEROUS TREE

DECIDUOUS SHRUB

CONIFEROUS SHRUB

TREE STUMP

TREE WITH WIRE

SINGLE POST SIGN

DOUBLE POST SIGN

DELINEATORS

PARKING METER

WOOD POST

BOLLARD

GUY WIRE

GUIDE POST

GUIDE ANCHOR

BORE HOLE

MONITORING WELL

GAS VALVE

UNKNOWN VALVE

UNKNOWN VENT

UNKNOWN FILL CAP

TOP OF HOOD

ELECTRICAL JUNCTION BOX

JUNCTION BOX

FIRE ALARM

UNKNOWN UTILITY BOX

WETLAND FLAG

CLEANOUT

DRAINAGE INVERT

CURB STOP

ROOF DRAIN

BENCH

AC UNIT

GENERATOR

ADA PAD

FLAG POLE

PAPER BOX

MAILBOXPARKING METER

ROCK

REFERENCE MARKER SIGN

GAS VENT

FUEL PUMP

TELEPHONE LINE MARKER

FIBER OPTIC MARKER

OIL LINE MARKER

GAS METER

GAS MARKER

UTILITY MARKOUT POINT

DEAD UTILITY POLE

LIGHT POLE

SINGLE LIGHT

DOUBLE LIGHT

UTILITY POLE WITH LIGHT

PEDESTRIAN POLE

TRAFFIC CONTROL SIGNAL POLE

TRAFFIC CONTROL BOX JUNCTION

TRAFFIC CONTROL BOX PULL

LIGHT POST

FLOODLIGHT

SECURITY LIGHT

ELECTRIC TRANSMISSION POLE

GROUND ROD

OUTLET

BUILDING LINE

SPOT ELEVATION

MINOR CONTOUR

MAJOR CONTOUR

WOODS LINE

PLANTING BED

CULVERT

STORM LINE

SANITARY LINE

COMBINED SEWER

OVERHEAD SANITARY LINE

SANITARY FORCEMAIN LINE

OVERHEAD SAN. FORCEMAIN

OVERHEAD POWER LINE

ELECTRIC LINE

ELECTRIC AND COMM. LINE

WATER LINE

IRRIGATION WATER LINE

COMMUNICATION LINE

OVERHEAD COMM. LINE

TELEPHONE LINE

OVERHEAD TEL. LINE

FIBER OPTIC LINE

OVERHEAD FIBER OPTIC LINE

GAS LINE

OVERHEAD GAS LINE

FUEL LINE

OVERHEAD FUEL LINE

OVERHEAD WIRES

CABLE TV

OVERHEAD CABLE TV

OVERHEAD ELECTRIC, TELEPHONE,

CABLE

TRAFFIC LINE

OVERHEAD TRAFFIC LINE

STEAM LINE

UNIDENTIFIED PIPE

UNIDENTIFIED CABLE

UNID. UNDERGROUND LINE DITCH

WETLAND LIMITS

SILT FENCE

CHAIN LINK FENCE

WOOD FENCE

WIRE FENCE

STONE FENCE

GUIDERAIL

RAILING

EDGE OF WATER

ACCESS EASEMENT

RIGHT-OF-WAY EASEMENT

STORM LINE

UTILITY LINE

PROPERTY LINE

ADJOINING PROPERTY LINE

SUBDIVISION LINE

Registration Expires 10.31.2026

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4"x4"x4" DOUBLE WYE

INV.678.83

45° BEND

INV.678.83

18 18

24242424 18

20 20 20

20 20 20 20 20

DEDUCT ALTERNATE NO. 1

DEDUCT ALTERNATE NO. 1

DEDUCT ALTERNATE NO. 1

DEDUCT ALTERNATE NO. 1

DEDUCT ALTERNATE NO. 1

DEDUCT ALTERNATE NO. 1

DEDUCT ALTERNATE NO. 1

DEDUCT ALTERNATE NO. 1

DEDUCT ALTERNATE NO. 1

REMOVALS NOTES:

1 REFER TO ELECTRICAL PLANS FOR ELECTRICAL REMOVALS.

2 PROTECT EXISTING BUILDING FACADES. REPAIR ANY DAMAGE DURING

CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER, INCLUDING

DAMAGE TO EXISTING ASPHALT TO REMAIN.

3 THE CONTRACTOR, AT THEIR OWN RISK, MAY RECYCLE ON-SITE

MATERIALS FOR USE ON THE PROJECT SITE IF THE INSTALLED MATERIAL

MEETS THE SPECIFICATIONS FOR THAT MATERIAL. THE BID PRICE SHALL

BE BASED UPON THE REMOVAL AND DISPOSAL OF THE UNCLASSIFIED

EXCAVATION MATERIALS FOR PLACEMENT OF NEW PAVEMENT AND

SIDEWALK SECTIONS, INCLUSIVE OF SUBBASE MATERIALS.

REMOVAL KEY NOTES:

1 REMOVE SIGN, STORE FOR REUSE

2 REMOVE SIGN, RETURN TO VA

3 REMOVE SIGN, BASE AND POSTS TO REMAIN

4 SIGN TO REMAIN, PROTECT DURING ENTIRE CONSTRUCTION PROCESS

5 REMOVE CONCRETE CURBING TO EXTENTS SHOWN

6 SAWCUT PAVEMENT

7 STORM SEWER STRUCTURE TO REMAIN, ADJUST FRAME & GRATE/COVER

TO MATCH PROPOSED GRADE, SEE SHEET C140

8 REMOVE CATCH BASIN IN ITS ENTIRETY

9 REMOVE STORM SEWER PIPE

10 ELECTRIC MANHOLE TO REMAIN, PROTECT DURING ENTIRE

CONSTRUCTION PROCESS

11 STORM SEWER MANHOLE TO REMAIN, PROTECT DURING ENTIRE

CONSTRUCTION PROCESS

12 REMOVE CONCRETE STAIRS AND FOUNDATION

13 REMOVE LIGHT POLE AND FOUNDATION, REFER TO ELECTRICAL PLANS

14 REMOVE TREE, INCLUDING STUMP

15 FIRE HYDRANT TO REMAIN, MAINTAIN ACCESS DURING ENTIRE

CONSTRUCTION PROCESS

16 REMOVE BUILDING AND STORE, COORDINATE NEW LOCATION WITH COR

17 CONCRETE CURB TO REMAIN, PROTECT DURING ENTIRE CONSTRUCTION

PROCESS

18 REMOVE EXISTING STRIPING

19 REMOVE BOLLARD AND FOOTING

20 PROTECT COLUMN DURING ENTIRE CONSTRUCTION PROCESS

21 CATCH BASIN TO REMAIN, PROTECT DURING ENTIRE CONSTRUCTION

PROCESS

22 BRICK AND MORTAR PIPE PENETRATION INTO STRUCTURE. MORTAR

BOTH INSIDE AND OUTSIDE OF STRUCTURE.

23 REMOVE SHRUBS

24 REMOVE METAL GUIDERAIL AND FOOTING

25 REMOVE OVERHEAD ELECTRICAL AND POWER POLE, REFER TO

ELECTRICAL PLANS

26 REMOVE NATURAL GAS LINE TO EXTENTS SHOWN

27 REMOVE WHEELCHAIR SHELTER, TURN OVER TO VA

28 TREE TO REMAIN, PROTECT DURING ENTIRE CONSTRUCTION PROCESS

29 REMOVE ELECTICAL CONDUIT TO EXTENTS SHOWN

010' 20'20'

CIVIL-REMOVALS PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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ISSUE FOR BIDOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

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A

B

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024ISSUE FOR BID 08-09-2024 C110

LINEAR OBJECT REMOVAL

ASPHALT MILLING

ASPHALT REMOVAL, DRIVES

CONCRETE REMOVAL

BUILDING REMOVAL

KEY NOTE

REMOVALS LEGEND

PAVEMENT SANDBLASTING

OBJECT REMOVAL

TEMPORARY TREE PROTECTION

Registration Expires 10.31.2026

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LOADING ZONE LOADING ZONE AMBULANCE PARKING ONLY

CONCRETE CURB,

SEE DETAIL 13/C500

PARKING STALL STRIPING, TYP.,

SEE DETAIL 7/C502

CURB RAMP,

SEE DETAIL

8/C501

CONCRETE CURB,

SEE DETAIL 12/C500

CONCRETE CURB, TYP.,

SEE DETAIL 12/C500

REINSTALL WHEELCHAIR SHELTER,

REPLACE DAMAGED PARTS IN KIND.

FLUSH CURB

W/TACTILE WARNING, TYP.,

SEE DETAIL 9/C501

CROSSWALK,

SEE DETAIL 5/C502

TACTILE WARNING, TYP.

SEE DETAIL 10/C501

6" BOLLARD, TYP.

SEE DETAIL 2/C501

LIGHT POLE, TYP.,

SITE LIGHTING NOTE 1

PAVEMENT STRIPING,

SEE DETAIL 2/C502

CROSSWALK,

SEE DETAIL 5/C502

CURB RAMP,

SEE DETAIL 9/C501

CONCRETE SIDEWALK

SEE DETAIL 1/C501

DIRECTIONAL ARROWS, TYP.,

SEE DETAIL 3/C502

444 4 4 4

STOP BAR AND LETTERING, TYP.,

SEE DETAIL 4/C502

CURB RAMP, SEE

DETAIL 8/C501

WALL

MOUNTED

10 10 4 10 10 1010 3 3 3 3

3 3

CONCRETE RETAINING WALL,

SEE STRUCTURAL PLANS

RAISED ASPHALT CROSSWALK,

SEE DETAIL 11/C501

CROSSWALK,

SEE DETAIL 5/C502

LOADING ZONE

PAVEMENT STRIPING,

SEE DETAILS 2&8/C502

AMBULANCE PARKING

PAVEMENT STRIPING,

SEE DETAILS 2&9/C502

SEGMENTED CONCRETE

RETAINING WALL, SEE DETAIL 7/C501

1212121212121212121212

(4)6" BOLLARDS

SEE DETAIL 2/C501

(2)6" BOLLARD,

SEE DETAIL 2/C501

(3)6" BOLLARD,

SEE DETAIL 2/C501

TACTILE WARNING, TYP

SEE DETAIL 10/C501

℄ PAVEMENT STRIPE,

SITE DETAIL 2/C502

ELECTRICAL HANDHOLE

PARKING STALL STRIPING, TYP.,

SEE DETAIL 1/C502

CROSSWALK,

SEE DETAIL 5/C502

WALL

MOUNTED

WALL

MOUNTED

WALL

MOUNTED (13)LIGHTED BOLLARD, TYP.

SEE DETAIL 17/C502

CONCRETE STAIRS, CONCRETE

CHEEKWALL AND RAILINGS,

SEE DETAILS 1,2&3/C503

(19)TUBULAR SIGN

POSTS, SEE DETAIL

3/C501

(8)6" BOLLARD,

SEE DETAIL 2/C501

CONCRETE CURB,

SEE DETAIL 13/C500

CONCRETE CURB,

SEE DETAIL 12/C500

CONCRETE SIDEWALK

W/GUARDRAIL, SEE DETAILS

1&5/C501

CONCRETE SIDEWALK

SEE DETAIL 1/C501

PARKING STALL STRIPING, TYP.,

SEE DETAIL 1/C502

PARKING STALL STRIPING, TYP.,

SEE DETAIL 1/C502

WAYFINDING SIGN C1

SEE 1/AW604

WAYFINDING SIGN C2

SEE 2/AW604

WAYFINDING SIGN C6

SEE 5/AW604

WAYFINDING SIGN C5

SEE 4/AW604

WAYFINDING SIGN C3

SEE 3/AW604

GUARDRAIL, SEE

DETAIL 5/C501

NOTE:

DEDUCT ALTERNATE NO. 1 TO

INCLUDE ALL PARKING LOT 1

010' 20'20'

CIVIL-MATERIALS, SIGNAGE

AND STRIPING PLAN

STANDARD SIGNAGE SCHEDULE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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U.S. Department of Veterans Affairs

B

C

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A

B

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F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024ISSUE FOR BID 08-09-2024 C120

SITE LIGHTING NOTES:

1. SITE LIGHTING SHOWN FOR REFERENCE ONLY.

REFER TO E-SERIES DRAWINGS FOR DESIGN

INFORMATION.

MATERIAL PLAN NOTES:

1. SUBBASE MATERIAL AND THE VARIOUS

ASPHALT CONCRETE MATERIALS CALLED FOR IN

THESE DRAWINGS SHALL CONFORM WITH THE

REFERENCED SECTION OF THE NEW YORK

STATE DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATIONS FOR

CONSTRUCTION AND MATERIALS, LATEST

EDITION. CONSTRUCTION SHALL BE AS

FURTHER SET FORTH IN THOSE

SPECIFICATIONS AND AS OTHERWISE PROVIDED

FOR IN THESE DRAWINGS.

2. PLACE ASPHALT CONCRETE MIXTURE ON

PREPARED SURFACE, SPREAD AND STRIKE-OFF

USING A SELF-PROPELLED PAVING MACHINE,

WITH VIBRATING SCREED. PLACEMENT IN

INACCESSIBLE AND SMALL AREAS MAY BE BY

HAND.

3. PROVIDE JOINTS BETWEEN OLD AND NEW

PAVEMENTS OR BETWEEN SUCCESSIVE DAY'S

WORK.

4. INSTALL TACK COAT AS SPECIFIED.

5. AFTER COMPLETION OF PAVING AND

SURFACING OPERATIONS, MAINTAIN CLEAN

SURFACES FROM EXCESS OR SPILLED ASPHALT,

GRAVEL, STONE MATERIALS AND DEBRIS.

6. PROVIDE TOPSOIL AND HYDROSEED IN AREAS

OF EXISTING LAWN DISTURBED OR NEW LAWN

CREATED. REFER TO LANDSCAPE PLAN.

P Government Vehicles Only

ASPHALT PAVEMENT MILL

AND FILL, SEE DETAIL 10/C500

ASPHALT PAVEMENT, FULL

DEPTH, SEE DETAIL 9/C500

CONCRETE PAVEMENT

SEE DETAIL 1/C501

MATERIAL LEGEND:

■ ■ ■ ■ ■ ■ ■ ■ ■ ■ HAND RAIL

PEDESTRIAN CROSSWALK

SIGN

6" BOLLARD

MOTORCYCLE

PARKING

ONLY

DO NOT

ENTER

VAN

ACCESSIBLE

RESERVED

PARKING

STOP

NO

PARKING

ANY

TIME

NO

PARKING

ANY

TIME

HEAVY-DUTY CONCRETE PAVEMENT

SEE DETAIL 6/C501

CONCRETE CURB

7'-0"

VAN

ACCESSIBLE

RESERVED

PARKING

LIGHTED BOLLARD

FIRE HYDRANT

Registration Expires 10.31.2026

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5.0'

5.0'

R4.5'

R4.5'

R4.5'8.6'9.0'

TYP.

9.0'

TYP.

.8'

TY

P.

8.4'

R4 .5'

LOADING ZONE LOADING ZONE AMBULANCE PARKING ONLY

R10.0'

R4.5'

7.0'

24.0'

24.0'

8.0'TYP.

8.0'TYP.

18.5' 9.0'

26.

1'

TYP.

18.0' TYP.

R3.0

R53.0'

R220.0'

R22.0'

R3.0'

R1 1.0

R10.

0' R5.0'

.5'

TY

P.

R196.0'

R13.0'

102.1'

8.5'

TYP.

5.0'

8.0'

R4.5'

R4.5'

R4.5'

R4.5'

R4.5

R4.5'

R4.5

R4.5'

R4.5

R4.5'

R4.5

R4.5'

R3 .0'R5.0

8.5

TY

P.

R3.0'

R3.0

6.5'

6.3 ' 5.0'

18.6'

4.0 ' T

YP

R29.0'

R50.0'

135°

45°

5.0'

R10.0'

18.7'11.3'

TYP.

R3 0.0

R4.5' R4.5'

R4.5'

5.0'

TYP.

5,0'

TYP.

R4.5'

R10.

0'

8.5' TYP.

.5'

TY

P.

24.3'

24.8'

24.6'

25.6'

24.0'

.0'

R5.0' R2.0'

R46.0'

5.0

6.0'

6.0

5.0'

5.0'

010' 20'20'

CIVIL-LAYOUT PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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ISSUE FOR BIDOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

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F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024ISSUE FOR BID 08-09-2024 C130

LAYOUT PLAN NOTES:

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING

ALL FIELD LAYOUT. THE CONTRACTOR SHALL TAKE TIES TO ALL

UTILITY CONNECTIONS AND PROVIDE MARKED-UP AS BUILT

PLANS FOR ALL UTILITIES SHOWING TIES TO CONNECTIONS,

BENDS, VALVES, LENGTHS OF LINES AND INVERTS.

2. CONTRACTOR SHALL UTILIZE A LICENSED NYS SURVEYOR TO

PROVIDE STAKING AND ASSIST THE CONTRACTOR WITH

PROPER LAYOUT AND COLLECTIVE AS-BUILT INFORMATION.

3. AS-BUILT PLANS SHALL BE REVIEWED BY THE VA AND THE AOR.

THE CONTRACTOR SHALL PROVIDE ANY CORRECTION OR

ADDITIONS TO THE SATISFACTION OF THE VA AND THE AOR

BEFORE UTILITIES WILL BE ACCEPTED.

WHEELCHAIR HUT

ACCESS AREA

SEE INSET THIS SHEET

INSET 05' 10'10'

Registration Expires 10.31.2026

70 7 4 5 1

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LOADING ZONE LOADING ZONE AMBULANCE PARKING ONLY

DS 4

NEW TF:687.64

DSM2

NEW TF:685.14

CB101

TF:685.43

INV. IN:681.19

INV. IN:681.19

INV. OUT:681.19

CB102

TF:685.72

INV. OUT:682.12

68LF-12" CLASS III RCP

@ 1.4%

8LF-4" HPDE WALL

DRAIN @ 1.0%

NEW INV:682.26

CB100

TF:686.14

INV. IN:681.92

INV. OUT:681.92

76LF-12"

CLASS III RCP

@ 1.0%

DSM13

NEW TF:692.50

NEW INV IN(12"):685.30

NEW INV IN(4"):677.73CB103

TF:690.06

INV. OUT:686.20

92LF-12" CLASS III RCP

@ 1.0%

NEW INV:

680.36

51LF-12" CLASS III RCP

@ 1.6%

4" PERF. HDPE

FOUNDATION DRAIN @0.0%

INV:678.83

110LF-4" HDPE

@ 1.0%

4" PERF. HDPE

FOUNDATION DRAIN @0.0%

INV:678.83

FIRE HYDRANT, 6" GATE VALVE,

AND 6" TAPPING SLEEVE

(CUT-IN CONNECTION NOT PERMITTED)

SEE DETAIL 4/C503

6" DIP WATER LINE

SEE DETAIL 6/C500

AND 4/C503

4"x4"x4" DOUBLE WYE

INV.678.83

45° BEND

INV.678.83

IN-PAVEMENT INLET FILTER, TYP,

SEE DETAIL 5/C-500

CATCH BASIN, TYP.,

SEE DETAIL 7/C-500

ADJUST FRAME AND GRATE

OF EX. CATCH BASIN,

SEE DETAIL 8/C-500

ADJUST FRAME AND GRATE

OF EX. STORM MANHOLE,

SEE DETAIL 7/C-500

ADJUST FRAME AND GRATE

OF EX. STORM MANHOLE,

SEE DETAIL 8/C-500

INSULATE EXISTING WATER LINES,

SEE DETAIL 6/C-500

RELOCATED GAS LINE

FUTURE TUNNEL

EXPANSION, SHOWN

FOR REFERENCE ONLY.

SEE NOTE 1.

WATER STAND PIPE,

REFER TO MEP PLANS

BUILDING WALL LIGHT, TYP.

SEE ELECTRICAL PLANS

ELECTRICAL CLOSET

SEE ELECTRICAL PLANS

BUILDING WALL LIGHT, TYP.

SEE ELECTRICAL PLANS

BRANCH ELECTRICAL PLANS CIRCUIT

SEE ELECTRICAL PLANS

LIGHT POLE, TYP.

SEE ELECTRICAL PLANS

ELECTRICAL HANDHOLE, TYP.

SEE ELECTRICAL PLANS

010' 20'20'

CIVIL-UTILITIES AND EROSION

AND SEDIMENT CONTROL PLAN

AND PROFILE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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ISSUE FOR BIDOffice 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 RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024ISSUE FOR BID 08-09-2024 C140

LEGEND:

IN-PAVEMENT INLET FILTER

CATCH BASIN

STORM SEWER MANHOLE

GAS LINE BY OTHERS

ELECTRIC LINE BY OTHERS

LIGHT POLE

NOTES:

1. CONTRACTOR TO COORDINATE WITH

AOR ALL UTILITIES IN THIS AREA

PRIOR TO CONSTRUCTION TO AVOID

CONFLICTS IN FUTURE WORK.

2. REFER TO SHEET C-130 LAYOUT PLAN

REGARDING THE CONTRACTOR'S

RESPONSIBILITY IN DOCUMENTING

UTILITY INSTALLATION.

STORM SEWER CLEANOUT

WATER LINE

STORM SEWER UNDERDRAIN LINE

STORM SEWER LINE

Registration Expires 10.31.2026

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TC/BC:

687.05

TC:687.82

BC:687.32

TC/BC:

687.32

TC:687.72

BC:687.22

TC:687.90

BC:687.40

TC/BC:

687.32

TC:687.82

BC:687.32

TC/BC:

687.00

TC:687.72

BC:687.22

TC/BC:

687.31

687.11

687.21

687.21

687.06

687.26

687.18

690689

690 691 693

1 69

685 68

LOADING ZONE LOADING ZONE AMBULANCE PARKING ONLY

ME:

TC:689.6±

BC:689.3±

ME:

689.4±

ME:

686.1±

ME:

685.4±

ME:

685.4±

ME:

685.0±

ME:

TC:684.6±

BC:684.1± TC:684.95

BC:684.45

TC:685.18

BC:684.68

TC/BC:

685.50

TC:685.69

BC:685.19

TC:693.64

BC:693.14

TC:692.67

BC:692.17

TC:693.17

BC:692.67

TC/BC:

689.84

TC:691.68

BC:691.18

TC:692.36

BC:691.86

TC:685.92

BC:685.42

692.56

TC/BC:

685.56

TC:692.38

BC:691.88

TC:686.70

BC:686.20

TC:686.70

BC:686.20

686.00

686.00

685.90

TC:692.19

BC:691.69

691.88

TC:689.04

BC:688.54 TC:694.13

BC:693.63

ME:

TC:688.3±

BC:687.8±

TC/BC:

688.43

686.00

686.00

TC:693.14

BC:692.64

TC:692.83

BC:692.33

TC:692.76

BC:692.26

TC:692.35

BC:692.14

TC:693.91

BC:693.41

TC/BC:

688.47 693.1

TC:688.49

BC:687.99

TC:688.50

BC:688.00

TC:688.13

BC:687.63

TC:684.33

BC:683.83

TC:683.63

BC:683.13

TC:689.28

BC:688.78

693.08

ME:

682.8±

683.00

687.85

688.50

ME:

TC:688.9±

BC:688.4±

TC:693.27

BC:692.77

TC:692.30

BC:691.80

692.46

TC/BC:

691.96

TC:684.65

BC:684.15

685.58

TC:693.22

BC:692.72

TC:692.58

BC:692.08

BC:693.34

TC:693.45

BC:692.95

692.88

TC:693.33

BC:692.83

TC:692.67

BC:692.17

TC:692.01

BC:691.51TC:690.92

BC:690.42

TC:691.57

BC:691.07

BC:692.67BC:691.81BC:691.37BC:690.93BC:690.50TC/BC:

690.06

TC:693.91

BC:693.41

TC:693.83

BC:693.33

TC:693.02

BC:692.52

TC:692.01

BC:691.51

TC:691.37

BC:690.87

TC:690.31

BC:689.81

TC:693.97

BC:693.47

693.06 693.21

TC:693.22

BC:692.72

692.40

TC:693.63

BC:693.13

TC/BC:

688.34

TC:690.15

BC:689.65 690.11 690.55 690.99 691.42 691.85 692.29 692.95

BC:692.24

688.71

TC:690.63

BC:690.13

688.71688.71

693.07 693.03 692.78693.07

692.67

ME:687.2±

688.18

TC:692.83

BC:692.33

TC:692.89

BC:692.39

TC:693.89

BC:692.39

692.89

692.39

692.39 692.66

TF:692.50

TF:687.64

TC:691.99

BC:691.49

ME:

683.3±

ME:

683.3±

TC:685.79

BC:685.29

ME:

685.3±

TC:686.64

BC:686.14

TC/BC:

686.47

TC/BC:

686.34

TC:686.51

BC:686.01

HP

685.89

TF:685.43

TC:686.33

BC:685.83

TC/BC:

685.75

TC/BC:

685.62

ME:

685.4±

TC:686.41

BC:685.91

689.78

686.71

687.54

686.41

686.48

686.58

686.30

TC/BC:

685.59

TC:686.23

BC:685.73

685.66

TC:686.50

BC:686.00

TC:688.77

BC:688.27

TC:688.83

BC:688.33

TC:688.75

BC:688.25

TC:688.73

BC:688.23

TC:688.05

BC:687.55

TC:684.40

BC:683.90

TC:683.35

BC:682.85

TC:685.86

BC:685.36

TC:685.20

BC:684.70

TC:685.91

BC:685.41

TC:685.00

BC:684.50

TC:686.80

BC:686.30

TC:686.43

BC:685.93

TC:686.74

BC:686.24

TC:686.29

BC:685.79

TC:687.39

BC:686.87

TC:687.17

BC:686.67

TC:687.30

BC:686.80

TC:687.04

BC:686.54

TC:687.68

BC:687.18

TC:687.53

BC:687.03

TC:687.62

BC:687.12

TC:687.41

BC:686.91

TW:691.07

BW:688.07

TW:693.07

TC:688.79

BC:688.29

686.7

TW:693.07

TW:692.07

TW:692.07

TW:691.07

TC:686.51

BC:686.01

693.07693.07

692.91

ME:

688.5±

ME:

688.2±

BS:691.90

BS:688.40

BS:692.00

BS:688.50

ME:

TC:687.7±

BC:687.2±

ME:

TC:687.8±

BC:687.3±

692.46

TC:692.54

BC:692.04

TF:685.72

TC:686.50

BC:686.00

TC:692.97

BC:692.59

TC/BC:

692.67 TC:693.13

BC:692.63

692.97

010' 20'20'

CIVIL-GRADING PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

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ISSUE FOR BIDOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

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A

B

C

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024ISSUE FOR BID 08-09-2024 C150

INSET 05' 10'10'

300.00

ME:

310.2±

TC:327.70

BC:327.20

TW:350.25

BW:345.10

HP:

318.50

GRADING LEGEND:

SPOT ELEVATION

SPOT ELEVATION - MATCH

EXISTING ELEVATION

SPOT ELEVATION - TOP OF

CURB AND EDGE OF PAVEMENT

TOP OF WALL AND BOTTOM OF WALL

SPOT ELEVATION - HIGH POINT

TOPOGRAPHIC CONTOUR LINE350

FOR GRADING IN THIS AREA

SEE INSET, THIS SHEET

Registration Expires 10.31.2026

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LOADING ZONE LOADING ZONE AMBULANCE PARKING ONLY

TREE PLANTING WITH BARK

MULCH, SEE DETAIL 13/C-502

SHRUB PLANTING

(TYP.) 12/C-502

PERENNIAL MASS

PLANTING (TYP.) SEE

DETAIL 15/C-502

STONE MULCH, TYP.

SEE DETAIL 10/C-502

(9) PLACED BOULDERS:

ONONDAGA LIMESTONE,

600 LBS EA.

ORNAMENTAL GRASS

PLANTING (TYP.) SEE

DETAIL 14/C-502

TOPSOIL AND TURF,

TYP.

BIKE RACKS

SEE DETAIL 11/C-502

(2) PLACED BOULDERS:

ONONDAGA LIMESTONE,

600 LBS EA.

TOPSOIL AND TURF,

TYP.

BENCHES

SEE DETAIL 10/C-502

010' 20'20'

LANDSCAPE PLAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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U.S. Department of Veterans Affairs

B

C

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A

B

C

D

E

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024ISSUE FOR BID 08-09-2024 C160

PLANT SCHEDULE

Type Abbrv. Scientific Name Common Name Size/Form Spacing Remarks Grasses:

SH Sporobolis heterolepis Prairie Dropseed #1 Pot 30-36" o.c.

Perennials:

LM Liriope muscari Lily Turf #1 Pot 12-18" o.c. Sub. L. spicata MF Monarda fistulosa Wild Bergamot #1 Pot 18-24" o.c.

Shrubs:

CA Cotoneaster apiculatus Cranberry Cotoneaster#3 Pot, 1-2' Ht./Spread3-4' o.c.

CP Comptonia peregrina Sweetfern #3 Pot, 1-2' Ht. 36-48" o.c.

IV Itea virginica 'Henry's Garnet' Virginia Sweetspire #3 Pot, 1-2' Ht./Spread30-42" o.c.

JH Juniperus horizontalis 'Blue Chip' Creeping Juniper #3 Pot 24-30" o.c. 1 Male & 1 Female

SN Spiraea nipponica 'Snowmound' Spiraea Snowmound #3 Pot, 1-2' Ht./Spread36-48" o.c.

Trees:

AG Amelanchier x grandiflora 'Robin Hill' Shadblow-White B&B, 6-8' Ht., >2" Cal.As Shown Single Stem AR Acer rubrum'October Glory' October Glory Red MapleB&B, 6-8' Ht., >2" Cal.As Shown BN Betula nigra 'Heritage' Heritage River Birch B&B, 5-6' Ht. As Shown Multi Stem JV Juniperus virginiana 'Canaertii' Canaertii Red Cedar B&B, 5-6' Ht. As Shown

LANDSCAPING LEGEND:

LANDSCAPE PLANT TAG

TOPSOIL AND TURF

STONE MULCH

PERENNIAL MASS PLANTING

SHRUB

ORNAMENTAL GRASS

EVERGREEN

SMALL TREE

TREE

BOULDERS

BIKE RACK

BENCH

PLANT SCHEDULE NOTES:

1. PLANT SUBSTITUTIONS MUST BE APPROVED BY AOR

PRIOR TO INSTALLATION.

TREE & SHRUB PLANTING NOTES:

1. REMOVE STONES 2" AND LARGER FROM EXCAVATED

PLANT PIT SOIL AND EXCAVATED PIT AREA.

2. DIG PIT DEPTH SAME AS ROOT BALL OR CONTAINER

DEPTH.

3. SET ROOT BALL (REMOVE ROOT BALL FROM

CONTAINERS) IN CENTER OF PIT SO TOP OF ROOT BALL

WHERE ROOTS FLARE OUT (ROOT FLARE/COLLAR) IS 1-2

INCHES ABOVE FINISH GRADE & VISIBLE (NOT COVERED

WITH SOIL); THE REST OF THE REMAINING TOP OF ROOT

BALL SHALL BE FLUSH WITH FINISH GRADE & COVERED

WITH PLANTING SOIL (TOPSOIL, SEE SPECS).

4. IF PLANT IS A CONTAINER: SLIGHTLY LOOSEN EDGES

AROUND ROOT BALLS: IF PLANT IS B&B: CUT OFF ALL

WIRE/ROPE ETC. AROUND ROOT BALL & DISPOSE OF

PROPERLY; FOLD BACK TOP HALF TO TWO-THIRDS OF

ROOT BALL LOOSENING ROOT FIBERS AT EXPOSED

EDGES; KEEP REMAINING BOTTOM PORTION OF ROOT

BALL IN BURLAP INTACT; APPLY ROOT ENHANCER AND

FERTILIZER TO ALL B&B AND CONTAINER TREES, CLUMPS,

AND SHRUBS.

5. SET PLANT STRAIGHT & PLUMB FROM ALL ANGLES; MAKE

SURE ROOT BALL IS NOT DRY-MOISTEN IF NEEDED;

INSTALL AS SPECIFIED; BACKFILL WITH APPROVED

TOPSOIL PARTIALLY; CHECK AGAIN TO ASSURE PLANT IS

STRAIGHT & PLUMB ADJUSTING AGAIN FOR APPROVAL;

FINISH BACKFILL WITH APPROVED TOPSOIL; SMOOTH OUT

EXCAVATION AREA AND CREATE 3"-4" HT. SAUCER FOR

WATERING ZONE.

Registration Expires 10.31.2026

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.5

STORM SEWER

PROFILES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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ISSUE FOR BIDOffice of Construction and Facilities Management

U.S. Department of Veterans Affairs

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDSTAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024ISSUE FOR BID 08-09-2024 C200

CB100 - EX DS11 CB102 - CB1012

CB103 - EX DSM133

Registration Expires 10.31.2026

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NOTES:

NOTES:

TEMPORARY SOIL STOCKPILE4

SILT FENCE INSTALLATION1 CONCRETE WASHOUT AREA2

SECTION

PERSPECTIVE VIEW

NOTES:

BAG DETAIL

IN-PAVEMENT INLET FILTER5

PLAN

SECTION

ASPHALT PAVEMENT SECTION9

NOTES:

NOTES

CONCRETE CURB13

PAVEMENT TRANSITION12

NOTE:

X X X X

CONCRETE SIDEWALK AT BUILDING14

NOTES:

TEMPORARY CONSTRUCTION FENCE AND GATE3

FENCE USING FOOT PLATES

STEEL PANEL STAND

SADDLE CLAMP DETAIL

CONSTRUCTION GATE

NOTES:

ALTER EXISTING DRAINAGE STRUCTURE8

PIPE CONNECTION TO DRAINAGE STRUCTURE

CEMENT GROUT SEAL JOINT11

CURB INSTALLATION AT EXISTING PAVEMENT15

SECTION

PLAN

STORM CATCH BASIN (SQUARE) - PRECAST7

WATER PIPE

TRENCH AND BEDDING6

NOTES

NOTES:

STORM SEWER

PIPE TRENCH AND BEDDING16

NOTES:

ASPHALT PAVEMENT

MILLING AND RESURFACING10

Project Number

Building Number

Drawing Number

Project Title

Location

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Drawing Title

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VA FORM 08 - 6231

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024

ISSUE FOR BID 08-09-2024 C500

CIVIL-SITE DETAILS

Registration Expires

10.31.2026

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X X X

PLAN

SECTION

EXPANSION JOINT

X

X

X

X

X

CONSTRUCTION JOINT

X X

CONTROL JOINT

TOOLED EDGE

NOTES:

CONCRETE PAVEMENT1

TACTILE WARNINGS FOR RAMPS10

NOTES:

DOME SECTION

DOME SPACING PLAN

PLAN

SINGLE POST

SIGN MOUNTING DETAIL4

CURB RAMP - DROP CURB8 CURB RAMP - DROP CURB9

TUBULAR POST

SIGN MOUNTING3

CONCRETE SIDEWALK WITH GUARDRAIL5

X X X X

POST SLEEVE DETAIL

PLAN

SECTION

EXPANSION JOINT CONSTRUCTION JOINT

CONTROL JOINT TOOLED EDGE

NOTES:

HEAVY DUTY CONCRETE PAVEMENT6

PLAN VIEW

AA

B

B

RAISED ASPHALT CROSSWALK11

SECTION A-A

SECTION B-B

LONGITUDINAL TRANSITION AREA - HOT MIX ASPHALT OVERLAY SPLICE

NOTES:

SEGMENTED CONCRETE

RETAINING WALL SECTION7

A

A

6" BOLLARD2

NOTES:

SECTION A-A

NOTES:

GUARDRAIL

HANDRAIL CONNECTION

TO GUARDRAIL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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U.S. Department of Veterans Affairs

B

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024

ISSUE FOR BID 08-09-2024 C501

CIVIL-SITE DETAILS

Registration Expires

10.31.2026

70 7 4 5 1

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90° PARKING STALL STRIPING1

NO PARKING

LOADING ZONE STRIPING2 CROSSWALK5

DIRECTIONAL

ARROW STRIPING3 STOP LINE/LETTERING4

TREE PLANTING13

45° PARKING STALL STRIPING7

NOTES:

VAN

ACCESSIBLE

RESERVED

PARKING

NO

PARKING

ANY

TIME

RESERVED

PARKING

LOADING ZONE MARKINGS8

AMBULANCE PARKING MARKINGS9 STONE MULCH10

NOTES:

PERENNIAL MASS PLANTING15

SHRUB PLANTING12

NOTES:

ORNAMENTAL GRASS PLANTING14

ADA SYMBOL MARKINGS6

BIKE RACK11

NOTES:

NOTES:

NOTES:

NOTES:

NOTES: NOTES: NOTES: NOTES: NOTES:

NOTES:

NOTES:

LIGHTED BOLLARD17

DIRECT EMBEDMENT

NOTES:

BENCH16

NOTES:

Project Number

Building Number

Drawing Number

Project Title

Location

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Drawing Title

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VA FORM 08 - 6231

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U.S. Department of Veterans Affairs

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024

ISSUE FOR BID 08-09-2024 C502

CIVIL-SITE DETAILS

Registration Expires

10.31.2026

70 7 4 5 1

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STAIR SECTION1 CHEEK WALL3

RAILING DETAIL2

POST SLEEVE DETAIL

WATER MAIN RELOCATION5

TYPICAL HYDRANT INSTALLATION WITH BOLLARDS4

PLANELEVATION

NOTES:

VEGETATION PROTECTION FENCE6

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

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VA FORM 08 - 6231

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U.S. Department of Veterans Affairs

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

PARKING RAMP EXPANSION

3495 BAILEY AVE., BUFFALO, NY 14215

528-18-375

Project Director

Revisions: Date:

www. bancroft-ae.com

3300 Dundee Rd.

Northbrook, IL 60062

T: 847.952.9362

08-09-2024

ISSUE FOR BID 08-09-2024 C503

CIVIL-SITE DETAILS

Registration Expires

10.31.2026

70 7 4 5 1

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