528A5-23-501_100Plan Set-FINAL.pdf

PE# 099085

2/26/2024 SDB CMG

CANANDAIGUA VAMC

CH

RI

ST

OPHER WILLIAM GEARY

099085

S

T A T E OF NEW Y O

RK

L IC

ENSED PROFESSIONAL ENGI

NE

ER

528A5-23-501 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date: Dwg. ofChristopher W. Geary

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

A

B

C

D

E

F o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Title Sheet 100% SUBMISSION

GI001

1 8

Connect Natural Gas To Grounds And Transportation

EAST STREET

PARKING

PARKING

PARKING

WATER TOWER

C H

AP

EL

S

TR

EE

T

EAST STREET

CAMPUS SITE PLAN

VAMC Canandaigua

RAMP

BUSHWOOD LN.

LOOP RD.

LO

O

P R

D

PROJECT

LOCATION

DRAWING INDEX

SHEET NO. DRAWING NO. SHEET TITLE

GENERAL

GI001 1 OF 8 TITLE SHEET

GI002 2 OF 8 NOTES SHEET

CIVIL

CD101 3 OF 8 EXISTING FEATURES & DEMOLITION PLAN

CU101 4 OF 8 UTILITY LAYOUT PLAN

CS501 5 OF 8 CONSTRUCTION DETAILS

PLUMBING

P001 6 OF 8 NATURAL GAS LEAD SHEET

P101 7 OF 8 NATURAL GAS DEMOLITION FLOOR PLAN

P102 8 OF 8 NATURAL GAS NEW WORK FLOOR PLAN

EXISTING FULL DEPTH

PAVEMENT TO BE REMOVED

AND REPLACED

PAVEMENT SAWCUT

EXISTING GRAVEL TO BE

REMOVED AND REPLACED

EXISTING LAWN AREA TO BE

REMOVED AND RESTORED

SWCT

SITE SYMBOL - DEMOLITION

CS501

CS501

CS501

CS501

NEW FULL DEPTH PAVEMENT

PAVEMENT SAWCUT

NEW GRAVEL TO BE REPLACED

NEW LAWN AREA TO BE RESTORED

SWCT

SITE SYMBOL - UTILITY & EROSION CONTROL

NEW NATURAL GAS LINEGAS

NEW COMPOST FILTER SOCKCFS

NEW INLET PROTECTION

NEW BOLLARD

X NEW CONSTRUCTION FENCE

CS501

CS501

CS501

CS501

CS501

CS501

CS501

PE# 099085

2/26/2024 SDB CMG

CANANDAIGUA VAMC

CH

RI

ST

OPHER WILLIAM GEARY

099085

S

T A T E OF NEW Y O

RK

L IC

ENSED PROFESSIONAL ENGI

NE

ER

528A5-23-501 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date: Dwg. ofChristopher W. Geary

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

A

B

C

D

E

F o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Notes Sheet 100% SUBMISSION

GI002

2 8

Connect Natural Gas To Grounds And Transportation

EXISTING CONDITIONS NOTES

1. THE EXISTING FEATURES PLAN INFORMATION SHOWN IN THIS PLAN SET ARE BASED ON AN ON THE

GROUND FIELD SURVEY BY ACELA ARCHITECTS + ENGINEERS, PC DURING SEPTEMBER 2023. AREAS

SHOWN OUTSIDE THE SCOPE OF WORK ARE BASED ON DRAWINGS PROVIDED BY THE

DEPARTMENT OF VETERAN AFFAIRS.

2. ONLY THOSE ITEMS VISIBLE ON THE GROUND AT THE TIME OF SURVEY WERE LOCATED AND SHOWN

ON THIS PLAN. CONTRACTORS AND OTHER USERS OF THIS PLAN ARE RESPONSIBLE FOR

VERIFICATION AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION WORK AT LOCATIONS

SHOWN HEREON. THE CONTRACTOR MUST OBTAIN AN UNDERGROUND UTILITY LOCATOR COMPANY

TO VERIFY THE EXISTING UTILITIES. ACELA ARCHITECTS + ENGINEERING, PC. ASSUMES NO LIABILITY

TO DAMAGE TO ANY EXISTING UTILITY DURING CONSTRUCTION. THE CONTRACTOR SHALL BE

RESPONSIBLE TO REPAIR ANY DAMAGE THAT MAY OCCUR DURING CONSTRUCTION.

3. THE SURVEY IS BASED ON NEW YORK STATE PLANE COORDINATE SYSTEM.

4. A QUALITY LEVEL B ("APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES")

SUBSURFACE INVESTIGATION WAS PERFORMED BY PEAK UTILITY LOCATORS DURING 9/2023. THE APPROXIMATE HORIZONTAL LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES, AS OBSERVED DURING THE LEVEL B INVESTIGATION, ARE DEPICTED ON THESE DRAWINGS. THESE LOCATIONS SHALL

BE CONSIDERED TO BE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO

CONSTRUCTION. ADDITIONALLY, DUE TO SITE LIMITATIONS IT IS POSSIBLE THE SUBSURFACE UTILITY

INVESTIGATION IS INCOMPLETE AND MAY NOT HAVE IDENTIFIED ALL EXISTING UNDERGROUND

UTILITIES. THE CONTRACTOR AND ALL USERS OF THIS PLAN ARE RESPONSIBLE FOR VERIFICATION OF

ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.

DEMOLITION NOTES

1. PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE HAZARDS TO PERSONS AND PROPERTY;

TO MINIMIZE INTERFERENCE WITH USE OF ADJACENT AREAS, UTILITIES AND STRUCTURES OR

INTERRUPTION OF USE OF SUCH UTILITIES; AND TO PROVIDE FREE PASSAGE TO AND FROM SUCH

ADJACENT AREAS OF STRUCTURES.

2. PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS, BARRICADES, TEMPORARY FENCES, WARNING LIGHTS, AND OTHER SIMILAR ITEMS THAT ARE REQUIRED FOR PROTECTION OF ALL PERSONNEL

DURING DEMOLITION AND REMOVAL OPERATIONS.

3. MAINTAIN FENCES, BARRICADES, LIGHTS AND OTHER SIMILAR ITEMS AROUND EXPOSED EXCAVATIONS

UNTIL SUCH EXCAVATIONS HAVE BEEN COMPLETELY FILLED.

4. PREVENT SPREAD OF FLYING PARTICLES AND DUST. SPRINKLE RUBBISH AND DEBRIS WITH WATER TO KEEP DUST TO A MINIMUM. DO NOT USE WATER IF IT RESULTS IN HAZARDOUS OR OBJECTIONABLE CONDITION SUCH AS, BUT NOT LIMITED TO; ICE, FLOODING OR POLLUTION. VACUUM AND DUST THE

WORK AREA DAILY.

5. BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE AND

EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. THE

CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGES TO EXISTING ITEMS TO REMAIN IN PLACE, TO BE REUSED, OR TO REMAIN THE PROPERTY OF THE MEDICAL CENTER; AND DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED AS APPROVED BY THE CONTRACTING OFFICERS REPRESENTATIVE (COR). THE CONTRACTOR SHALL COORDINATE THE WORK WITH ALL OTHER WORK

AND SHALL CONSTRUCT AND MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED. THE

CONTRACTOR SHALL ENSURE THAT STRUCTURAL ELEMENTS ARE NOT OVERLOADED AND SHALL BE

RESPONSIBLE FOR INCREASING STRUCTURAL SUPPORTS OR ADDING NEW SUPPORTS AS MAY BE

REQUIRED AS A RESULT OF ANY CUTTING, REMOVAL, OR DEMOLITION WORK PERFORMED.

6. DEMOLISH AND REMOVE UTILITY SERVICE LINES SHOWN TO BE REMOVED.

7. REMOVE ABANDONED OUTSIDE UTILITY LINES THAT WOULD INTERFERE WITH INSTALLATION OF NEW

UTILITY LINES AND NEW CONSTRUCTION.

8. ALL WASTE DEBRIS, UNSUITABLE, AND EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE AND LAWFULLY DISPOSED OF. DEBRIS, INCLUDING BRICK, CONCRETE STONE, METALS AND SIMILAR MATERIALS SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF BY THE CONTRACTOR DAILY, OFF THE MEDICAL CENTER TO AVOID ACCUMULATION AT THE DEMOLITION SITE.

MATERIALS THAT CANNOT BE REMOVED DAILY SHALL BE STORED IN AREAS SPECIFIED BY THE

CONTRACTING OFFICERS REPRESENTATIVE. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF MATERIALS UNCOVERED DURING ANY PART OF THE WORK APPEAR TO BE CONTAMINATED. ALL LOCAL, STATE AND FEDERAL LAWS SHALL PREVAIL IN THE EVENT OF CONTAMINATED MATERIALS.

UTILITY NOTES

1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR

ITS REPRESENTATIVE(S), HAVE NOT INDEPENDENTLY VERIFIED THE INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES AND ELEVATIONS OF THE POINTS OF CONNECTION TO THE EXISTING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE

PUBLIC RIGHTS OF WAY.

2. CONTRACTOR SHALL HAND DIG WITHIN 5' OF KNOWN UNDERGROUND UTILITIES.

3. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR AND THE INFORMATION SHALL BE FURNISHED IN WRITING BY THE CONTRACTOR TO THE ENGINEER FOR THE RESOLUTION OF THE CONFLICT. THE CONTRACTORS FAILURE TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE

WARRANTED TO RESOLVE THE CONFLICT.

4. IMMEDIATELY PRIOR TO THE END OF CONSTRUCTION OR ACCEPTANCE BY THE OWNER, THE CONTRACTOR SHALL INSPECT ALL CATCH BASINS AND DRAINAGE MANHOLES WITHIN AND DOWNSTREAM OF THE LIMITS OF WORK. PIPES AND STRUCTURES SHALL BE CLEANED

AND FLUSHED AS NECESSARY.

5. CONTRACTOR TO INCLUDE IN THE BID THE COST FOR NYSEG TO TAP AND CONNECT TO THE MAIN NATURAL GAS LINE.

LAYOUT AND MATERIALS NOTES

1. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT NECESSARILY SCALED TO THEIR

ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURER'S LITERATURE, SHOP DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT

FEATURES.

2. THE CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL FIELD VERIFY LOCATION OF PROJECT FEATURES.

3. PROPRIETARY PRODUCTS OR ASSEMBLIES UTILIZED AS "BASIS OF DESIGN":

- ON OCCASION, THE DRAWINGS MAY REFER TO A SINGLE PROPRIETARY PRODUCT OR ASSEMBLY WHILE THE SPECIFICATIONS LIST TWO OR MORE ACCEPTABLE MANUFACTURES AND/OR PRODUCTS. WHEN THIS OCCURS, THE PRODUCT OR ASSEMBLY

ILLUSTRATED BY THE DRAWINGS IS THE "BASIS OF DESIGN" PRODUCT OR ASSEMBLY.

- THE DIMENSIONS, MOUNTING HEIGHTS, CLEARANCES, AND ACCESS REQUIREMENTS OF SPECIFIED PRODUCTS AND ASSEMBLIES

OTHER THAN THE "BASIS OF DESIGN" MAY VARY FROM THAT SHOWN BY THE DRAWINGS.

- THE CONTRACTOR MAY UTILIZE ANY OTHER SPECIFIED PRODUCT OR ASSEMBLY IN LIEU OF THE "BASIS OF DESIGN" PRODUCT OR ASSEMBLY, AS APPROVED BY THE COR. HOWEVER, THE CONTRACTOR IS RESPONSIBLE (AT NO ADDITIONAL EXPENSE TO THE OWNER) FOR ALL COORDINATION AND REVISIONS TO DIMENSIONS AND/OR DETAILS NECESSARY TO ACHIEVE THE SAME FUNCTIONAL AND AESTHETIC DESIGN INTENT AS ILLUSTRATED BY THE "BASIS OF DESIGN" SHOWN BY THE CONTRACT

DOCUMENTS.

GENERAL NOTES

1. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS PREPARED FOR CANANDAIGUA VAMC, CONNECT NATURAL GAS TO GROUND AND TRANSPORTATION , PREPARED BY ACELA ARCHITECTS +

ENGINEERS PC.

2. THE CONTRACTOR SHALL USE AND VERIFY ALL SURVEYS PROVIDED, PRIOR TO EXCAVATION.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS, STATE AND LOCAL REQUIREMENTS.

THE CONTRACTOR SHALL PROVIDE FENCING OR BARRIERS WHEN CONSTRUCTION IS BEING

PERFORMED ADJACENT TO BUILDING ENTRANCES/WALKWAYS.

4. UPON AWARD OF CONTRACT, THE CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION

NOTIFICATIONS, APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS

ASSOCIATED WITH THE WORK INDICATED WITHIN THE CONSTRUCTION PLANS, SPECIFICATIONS AND

CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION NOR CLOSE OR

OBSTRUCT ROADWAYS, SIDEWALKS AND/OR FIRE HYDRANTS WITHOUT APPROPRIATE PERMITS

AND/OR PERMISSIONS.

5. TRAFFIC SIGNAGE (TEMPORARY AND PERMANENT) SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES FOR ALL LOCAL RIGHTS OF WAY AND BE IN ACCORDANCE WITH TRAFFIC

MANAGEMENT PLANS.

6. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT BECOME DISTURBED BY THE CONTRACTORS

OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION AT THE

CONTRACTOR'S EXPENSE.

7. VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE A MINIMUM OF SIX (6)

INCHES OF TOPSOIL. THESE ARES SHALL BE IMMEDIATELY SEEDED AND STABILIZED.

8. DAMAGE TO SURFACE FEATURES, SUBSURFACE FEATURES AND SUBSURFACE INFRASTRUCTURE

RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER.

9. THE CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT

ADVERSE IMPACTS TO OFF-SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING

DAMAGES, IF ANY, AT NO COST TO OWNER.

10. THE CONTRACTOR IS REQUIRED TO BACKFILL TRENCHES OR SECURE WITH METAL PLATES DAILY AND PAVE ALL TRENCHES BY END OF DAY FRIDAY. NO OPEN TRENCHES SHALL BE LEFT UNATTENDED.

11. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY DISCREPANCIES

BEFORE COMMENCING OR PROCEEDING WITH WORK.

12. THE ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE ON PROCEDURE, OR FOR SAFETY

PRECAUTIONS AND PROGRAMS IN CONNECTION WITH WORK, ALL OF WHICH SHALL BE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR. METHODS AND MATERIALS USED IN THE CONSTRUCTION OF IMPROVEMENTS FOR THIS PROJECT SHALL CONFORM TO THE CURRENT CONSTRUCTION STANDARDS

AND SPECIFICATIONS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION.

13. MATERIALS WHICH COULD BE A POTENTIAL SOURCE OF STORMWATER POLLUTION, SUCH AS

GASOLINE, DIESEL FUEL, HYDRAULIC OIL, ETC., SHALL BE STORED AT THE END OF EACH DAY IN A STORAGE TRAILER OR COVERED LOCATION, OR TAKEN OFF-SITE AND PROPERLY DISPOSED OF. ALL TYPES OF WASTE GENERATED AT THIS SITE SHALL BE DISPOSED OF IN A MANNER CONSISTENT WITH

STATE LAW AND/OR REGULATIONS.

14. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE

AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN

WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. ALL WATER, GAS,

SEWER, ELECTRIC AND OTHER UTILITIES SHALL BE MAINTAINED AT ALL TIMES DURING

CONSTRUCTION.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, WITH MATCHING MATERIALS, ANY

PAVEMENT, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING

CONSTRUCTION.

16. AN APPROVED SET OF PLANS, SPECIFICATIONS AND ALL APPLICABLE PERMITS MUST BE AVAILABLE AT

THE CONSTRUCTION SITE.

17. THE CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR

JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING

SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER." THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING A PROTECTIVE BARRIER AROUND THE SITE PRIOR

TO AND MAINTAINED DURING CONSTRUCTION.

18. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS ISSUED BY ACELA ARCHITECTS + ENGINEERS PC. ANY DEVIATIONS FROM THESE DOCUMENTS SHALL

REQUIRE NOTIFICATION TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF/OR

CONSTRUCTION OF ANY CHANGE. WITHOUT NOTIFICATION TO THE ENGINEER OF RECORD, THE

CONTRACTOR WILL BE WORKING AT HIS/HER OWN RISK. ANY WORK INSTALLED IN CONFLICT WITH THE

CONTRACT DRAWINGS, CODE REQUIREMENTS OR MANUFACTURER REQUIREMENTS WITHOUT THE

PRIOR APPROVAL OF THE OWNER AND THE ENGINEER OF RECORD SHALL BE CORRECTED AT THE

CONTRACTORS EXPENSE.

19. CONSTRUCTION ACTIVITIES SHALL NOT CONFLICT WITH THE VAMC OPERATIONS AND

EMPLOYEE/PATIENT PARKING. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE VAMC

COR. WORK AFFECTING BUILDING ENTRANCES, WALKWAYS, LOADING AREAS, PARKING, ETC. SHALL

BE COORDINATED AND SCHEDULED WITH THE VAMC COR.

20. THE CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS-BUILT

DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ENGINEER AND COR UPON

COMPLETION OF CONSTRUCTION IN BOTH DIGITAL AND HARD COPY FORMATS. RECORD DOCUMENTS

SHALL ARTICULATE WHERE ACTUAL INSTALLATION OF WORK, PRODUCTS AND/OR SYSTEMS VARY

FROM THE DESIGN INTENT EXPRESSED/SPECIFIED IN THE CONTRACTOR DOCUMENTS. **NO

EXCEPTION ALLOWED**

21. THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING AND PROPOSED QUANTITIES PRIOR TO

PROJECT BIDDING AND PRIOR TO ORDERING MATERIALS.

EROSION CONTROL NOTES

1. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE EROSION AND SEDIMENTATION POLLUTION CONTROL PLAN (ENS)

PREPARED FOR THE PROJECT.

2. PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY THE OWNER AND SHALL INSTALL EROSION CONTROL

MEASURES AS SHOWN ON THE APPROVED PLANS.

3. THE CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES DAILY, REMOVE SEDIMENT ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT, AND DISPOSE OF SEDIMENT IN AN UPLAND AREA SUCH THAT THEY DO NOT

ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS.

4. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.

5. THE CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE EXPOSED FOR A MINIMUM TIME

BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED TO PREVENT EROSION.

6. THE CONTRACTOR SHALL INSTALL PROTECTIVE MEASURES TO PREVENT DEBRIS AND/OR SEDIMENT FROM ENTERING DRAINAGE CATCH BASINS AND PIPES. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OR PERMANENT GROUND COVER, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND REMOVE ANY DEBRIS AND/OR SEDIMENT FROM ALL DRAINAGE

INFRASTRUCTURE.

7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTROL DUST AND TAKE ALL NECESSARY MEASURES TO ENSURE ALL ROADS ARE MAINTAINED IN A DUST FREE CONDITION AT ALL TIMES THROUGHOUT THE DURATION OF THE PROJECT. REPETITIVE TREATMENTS

SHOULD BE APPLIED AS NECESSARY.

8. PERMANENT VEGETATIVE COVER SHALL BE INSTALLED TO ALL DISTURBED AREAS THAT HAVE REACHED FINISHED GRADE AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN ANY GIVEN AREA HAS PERMANENTLY CEASED. THE RECOMMENDED PERMANENT SEEDING DATES ARE APRIL 1 TO JUNE 15 AND AUGUST 15 TO OCTOBER 1.

9. TEMPORARY VEGETATIVE COVER SHALL BE APPLIED TO ANY DISTURBED AREAS (INCLUDING SOIL STOCKPILE AREAS) THAT HAVE NOT YET REACHED FINISHED GRADE AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY CEASED, UNLESS THE ACTIVITY IS TO RESUME WITHIN TWENTY-ONE (21) DAYS. THE RECOMMENDED

TEMPORARY SEEDING DATES ARE FEBRUARY 1 TO MARCH 31 AND AUGUST 20 TO OCTOBER 25.

10. AREAS WHICH HAVE BEEN TEMPORARILY OR PERMANENTLY SEEDED SHOULD BE MULCHED IMMEDIATELY FOLLOWING SEEDING IN ADDITION TO AREAS WHICH CANNOT BE SEEDED WITHIN THE RECOMMENDED SEEDING DATES AND ANY SOIL STOCKPILE AREAS.

TEMPORARY MULCHING SHOULD BE PERFORMED AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY CEASED UNLESS THE ACTIVITY IS TO RESUME WITHIN TWENTY-ONE (21) DAYS.

STRAW OR HAY MULCH, WOOD FIBER MULCH, AND HYDROMULCH ARE RECOMMENDED. THE MATERIALS USED IN MULCHING SHALL CONFORM TO THE REQUIREMENTS LISTED IN THE NEW YORK HIGHWAY DEPARTMENT STANDARD SPECIFICATIONS.

11. ALL MULCHES MUST BE INSPECTED PERIODICALLY, IN PARTICULAR AFTER RAIN EVENTS, TO CHECK FOR EROSION. WHERE EROSION IS OBSERVED, ADDITIONAL MULCH MUST BE APPLIED. IF NETTING IS USED, THE NET SHOULD BE INSPECTED AFTER RAIN EVENTS FOR DISLOCATION OR FAILURE. IF WASHOUTS OR BREAKAGE OCCUR, THE NET MUST BE REINSTALLED AS NECESSARY AFTER REPAIRING DAMAGE TO SLOPE. INSPECTIONS SHOULD TAKE PLACE UNTIL VEGETATIVE COVER IS FIRMLY ESTABLISHED. VEGETATION IS CONSIDERED TO BE FIRMLY ESTABLISHED AT A MINIMUM HEIGHT OF THREE (3) INCHES. ANY EXISTING CATCH BASINS THAT MAY BE SUBJECT TO SEDIMENTATION PROCESSES SHALL HAVE SILT SACKS INSTALLED TO PREVENT SEDIMENT FROM ENTERING THE PROPOSED STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED SITE. THE PROPER INLET PROTECTION DEVICES SHALL BE INSTALLED WHERE STORMWATER CATCH BASINS ARE TO BE MADE OPERATIONAL BEFORE PERMANENT STABILIZATION OF ANY

DISTURBED DRAINAGE AREA.

12. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS AS CLOSELY AS POSSIBLE. AREAS DAMAGED DURING CONSTRUCTION SHALL BE RESODDED, RESEEDED, OR OTHERWISE RESTORED TO THEIR ORIGINAL STATE. TREES AND OTHER EXISTING VEGETATION SHALL BE

RETAINED WHEREVER FEASIBLE.

13. THE CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM EXISTING THE SITE AND SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF NECESSARY.

14. ALL EXISTING CATCH BASINS SHALL RECEIVE INLET PROTECTION. AN APPROPRIATE INLET PROTECTION OPTION SHALL BE SELECTED

BASED ON LOCATION AND TRIBUTARY AREA.

15. PERIMETER CONTROL SHALL BE INSTALLED DOWNSLOPE OF ALL DISTURBANCE. AN APPROPRIATE OPTION FOR PERIMETER CONTROL SHALL BE SELECTED BASED ON LOCATION AND UPSLOPE DISTURBANCE. COMPOST FILTER SOCK AND SILT FENCE ARE VIABLE OPTIONS

FOR PERIMETER CONTROL.

16. AN 8' FOOT HIGH TEMPORARY CONSTRUCTION FENCE SHALL BE INSTALLED AROUND ALL EXCAVATED AREAS. COORDINATE WITH COR

AND OTHER CONTRACTORS TO REMOVE AND REINSTALL.

SITE SYMBOLS - GENERAL

BENCHMARK (BNMRK):

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

PLAN

DIMENSION

A

SITE SYMBOLS - UTILITIES

NOTE:

VERTICAL TEXT INDICATES NEW FEATURES (NEW)

SLANTED TEXT INDICATES EXISTING FEATURES (EXISTING)

UTILITY, ELECTRICAL MANHOLE (EMH)E

SIGN

WATER LINE

EDGE OF PAVEMENT

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

TREES - DECIDUOUS (DECID.)

DRAINAGE CATCH BASIN (CB)

DETAIL NUMBER

DETAIL SHEET

SITE SYMBOLS - ABBREVIATIONS

ELECTRIC LINE (UNDERGROUND)

ABND ABANDONED

AC ASBESTOS CEMENT

APPROX APPROXIMATELY

ARBS ARBORVITAE

BLDG BUILDING

CB CATCH BASIN

CI CAST IRON

CONC CONCRETE

CMP CORRUGATED METAL PIPE

CPP CORRUGATED

POLYETHYLENE PIPE

DIP DUCTILE IRON PIPE

DMH DRAINAGE MANHOLE

DS DOWN SPOUT

EB ELECTRIC BOX

ELEC ELECTRIC

EMERG. EMERGENCY

EOP EDGE OF PAVEMENT

EQUIP. EQUIPMENT

GOVT GOVERNMENT

HDPE HIGH DENSITY POLY

ETHYLENE

HVAC HEATING VENTILATION AND

AIR CONDITIONING

INV STORMWATER PIPE END

PED PEDESTRIAN

PLCC PLAIN CEMENT CONCRETE

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE

PIPE

RESRV. RESERVED

RET RETAINING

TD TRENCH DRAIN

TC TERRA COTTA STORM PIPE

TELE TELEPHONE

TEMP TEMPORARY

TRANS. TRANSFORMER

TWS TACTILE WARNING STRIP

TYP TYPICAL

VCP VITRIFIED CLAY PIPE

GAS VALVE (GV), WATER VALVE (WV)

OR POST INDICATOR VALVE (PVI)

UTILITY, SANITARY MANHOLE - (SSWR-MH)S

COMMUNICATION LINE

GAS LINE

SANITARY SEWER LINE

CENTERLINE

CHAINLINK FENCE

LIGHT POST (LP)

BOLLARD

EXISTING BUILDING

UTILITY, COMMUNICATION MANHOLE (CMH)C

SHRUB

END OF INFORMATION

CLEANOUT (CO)CO

GRAVEL/ RIP-RAP

CONCRETE

UTILITY POLE (UP)

STORM SEWER LINE

X

X X

X X

X X

X

X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X

E C

C

E

X X

X X

S

S

X

X

81881

7 815

2813 811

EXISTING

BUILDING

#44

EXISTING

BUILDING

EXISTING

SALT SHED

EXISTING

BUILDING

EXISTING GRAVEL

EXISTING GRAVEL EXISTING CONC. SIDEWALK

EXISTING GRAVEL DRIVE

SI

DE

W

AL

K

EXISTING GRAVEL DRIVE

EXISTING PLCC CURB

EXISTING BOLLARD

EXISTING

FENCE

EXISTING

FENCE

EXISTING 4" GAS MAIN

SWCT

EXISTING CONC. SIDEWALK

EXISTING PROPANE

TANK

EXISTING EB

EXISTING E.O.P.

EXISTING LP

EXISTING E.O.P.

E.O.P.

EXISTING E.O.P.

EXISTING BIT. PAVE

EXISTING BIT. PAVE

EXISTING

FENCE

EXISTING

STOP SIGN

EXISTING

DO NOT ENTER SIGN

EXISTING

ROAD CLOSED SIGN

EXISTING LP

EXISTING RD

EXISTING E.O.P.

EXISTING LP

EXISTING LP

EXISTING TWS EXISTING TWS

EXISTING EMH

EXISTING EMH

EXISTING

CMH

EXISTING CMH

EXISTING

PEDESTRIAN SIGN

EXISTING SSWR-MH

EXISTING SSWR- MH

EXISTING FH

EXISTING WV

EXISTING

CB EXISTING CB

EXISTING

CB

EXISTING TREE

EXISTING TWS

EXISTING TREE

EXISTING FULL DEPTH

PAVEMENT TO BE REMOVED

AND REPLACED

PAVEMENT SAWCUT

EXISTING GRAVEL TO BE

REMOVED AND REPLACED

EXISTING LAWN AREA TO BE

REMOVED AND RESTORED

SWCT

SITE SYMBOL - DEMOLITION

CS501

CS501

CS501

CS501

PE# 099085

2/26/2024 SDB CMG

CANANDAIGUA VAMC

CH

RI

ST

OPHER WILLIAM GEARY

099085

S

T A T E OF NEW Y O

RK

L IC

ENSED PROFESSIONAL ENGI

NE

ER

528A5-23-501 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date: Dwg. ofChristopher W. Geary

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

A

B

C

D

E

F o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SCALE: 1"=20'

40'20'0'

Existing Features & Demolition Plan 100% SUBMISSION

CD101

3 8

Connect Natural Gas To Grounds And Transportation

SITE SYMBOLS - GENERAL

BENCHMARK (BNMRK):

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

PLAN

DIMENSION

A

SITE SYMBOLS - UTILITIES

NOTE:

VERTICAL TEXT INDICATES NEW FEATURES (NEW)

SLANTED TEXT INDICATES EXISTING FEATURES (EXISTING)

UTILITY, ELECTRICAL MANHOLE (EMH)E

SIGN

WATER LINE

EDGE OF PAVEMENT

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

TREES - DECIDUOUS (DECID.)

DRAINAGE CATCH BASIN (CB)

DETAIL NUMBER

DETAIL SHEET

SITE SYMBOLS - ABBREVIATIONS

ELECTRIC LINE (UNDERGROUND)

ABND ABANDONED

AC ASBESTOS CEMENT

APPROX APPROXIMATELY

ARBS ARBORVITAE

BLDG BUILDING

CB CATCH BASIN

CI CAST IRON

CONC CONCRETE

CMP CORRUGATED METAL PIPE

CPP CORRUGATED

POLYETHYLENE PIPE

DIP DUCTILE IRON PIPE

DMH DRAINAGE MANHOLE

DS DOWN SPOUT

EB ELECTRIC BOX

ELEC ELECTRIC

EMERG. EMERGENCY

EOP EDGE OF PAVEMENT

EQUIP. EQUIPMENT

GOVT GOVERNMENT

HDPE HIGH DENSITY POLY

ETHYLENE

HVAC HEATING VENTILATION AND

AIR CONDITIONING

INV STORMWATER PIPE END

PED PEDESTRIAN

PLCC PLAIN CEMENT CONCRETE

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE

PIPE

RESRV. RESERVED

RET RETAINING

TD TRENCH DRAIN

TC TERRA COTTA STORM PIPE

TELE TELEPHONE

TEMP TEMPORARY

TRANS. TRANSFORMER

TWS TACTILE WARNING STRIP

TYP TYPICAL

VCP VITRIFIED CLAY PIPE

GAS VALVE (GV), WATER VALVE (WV)

OR POST INDICATOR VALVE (PVI)

UTILITY, SANITARY MANHOLE - (SSWR-MH)S

COMMUNICATION LINE

GAS LINE

SANITARY SEWER LINE

CENTERLINE

CHAINLINK FENCE

LIGHT POST (LP)

BOLLARD

EXISTING BUILDING

UTILITY, COMMUNICATION MANHOLE (CMH)C

SHRUB

END OF INFORMATION

CLEANOUT (CO)CO

GRAVEL/ RIP-RAP

CONCRETE

UTILITY POLE (UP)

STORM SEWER LINE

GENERAL NOTES

1. VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL

RECEIVE A MINIMUM OF SIX (6) INCHES OF TOPSOIL. THESE ARES

SHALL BE IMMEDIATELY SEEDED AND STABILIZED.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, WITH

MATCHING MATERIALS, ANY PAVEMENT, WALKS, CURBS, ETC. THAT

MUST BE CUT OR THAT ARE DAMAGED DURING CONSTRUCTION.

X

C

E

X

X

SI

DE

W

AL

K

EXISTING PLCC CURB

EXISTING 4" GAS MAIN

EXISTING

STOP SIGN

EXISTING

DO NOT ENTER SIGN

EXISTING

ROAD CLOSED SIGN

EXISTING LP

EXISTING TWS

EXISTING EMH

EXISTING CMH

EXISTING

PEDESTRIAN SIGN

EXISTING FH

EXISTING WV

EXISTING

CB

EXISTING

CB

EXISTING TWS

0+

G

AS

X X

X X

IP

CFSCFS-#1

NEW

1" SDR-11 NATURAL

GAS LINE

NEW NATURAL GAS LINE PROFILE

HORIZONTAL SCALE: 1'=20"

VERTICAL SCALE: 1'=2"

1+00

9.

9.7

2+00

0.

0.3

3+00

9.

9.5

4+00

8.

8.7

5+00

7.

7.4

EX

IS

TI

N

G B

U

IL

D

IN

G -4

EXISTING

GRADE

TIE IN TO EXISTING 4" GAS MAIN

(APPROX. ELEV. TO BE FIELD

VERIFIED)

SEE PLUMBING DWG - P101

FOR BUILDING CONNECTION.

EXISTING COMM.

STA:0+29.35

APPROX. ELEV:813.14

EXISTING ELEC.

STA:0+34.39

APPROX. ELEV:813.80

NEW 1" SDR-11

NATURAL GAS LINE

EXISTING

GRADE

NEW 1" SDR-11

NATURAL GAS LINE NEW 1" SDR-11

NATURAL GAS LINE

EXISTING STORM

STA:5+11.17

APPROX. ELEV:815.84

12" MINIMUM

SEPERATION

2'

MI

N.

DE

PT

H

2'

MI

N.

DE

PT

H

NEW FULL DEPTH PAVEMENT

PAVEMENT SAWCUT

NEW GRAVEL TO BE REPLACED

NEW LAWN AREA TO BE RESTORED

SWCT

SITE SYMBOL - UTILITY & EROSION CONTROL

NEW NATURAL GAS LINEGAS

NEW COMPOST FILTER SOCKCFS

NEW INLET PROTECTION

CS501

CS501

CS501

NEW BOLLARD

CS501

CS501

CS501

X NEW CONSTRUCTION FENCE

CS501

X X

X X

X X

X X X X X

X X

X X

X X

X X

X X

X X

X X

X X

X

E C

X X

X X

S

S

7 815

EXISTING

BUILDING

#44

EXISTING

BUILDING

EXISTING

SALT SHED

EXISTING

BUILDING

EXISTING GRAVEL

EXISTING GRAVEL EXISTING CONC. SIDEWALK

EXISTING GRAVEL DRIVE

EXISTING GRAVEL DRIVE

EXISTING BOLLARD

EXISTING

FENCE

EXISTING

FENCE

SWCT

EXISTING CONC. SIDEWALK

EXISTING PROPANE

TANK

EXISTING EB

EXISTING E.O.P.

EXISTING LP

EXISTING E.O.P.

E.O.P.

EXISTING E.O.P.

EXISTING BIT. PAVE

EXISTING BIT. PAVE

EXISTING

FENCE

EXISTING RD

EXISTING E.O.P.

EXISTING LP

EXISTING EMH

EXISTING EMH

EXISTING

CMH

EXISTING SSWR-MH

EXISTING SSWR- MH

EXISTING TREE EXISTING TREE

G

AS

G

AS

G

AS

G

AS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

5+20

1+

2+

3+00 4+00 5+00

2'NEW 2' UTILITY TRENCH

NE

W

2' U

TI

LIT

Y

TR

EN

CH

NEW 1" SDR-11 NATURAL GAS LINE

12.5'

G

AS

G

AS

G

AS

G

AS

NEW 1" SDR-11 NATURAL

GAS LINE

2'

X X

X

X

X X

X X

X X

X X

X X

X X

X X

X

X X X X X X X X X X X

X X

X X

X

X X X X X X X

X X

X

X

X X

X X

X X

X X

X X

X X

X X

X X X X X X X X X X X X X X

X

X X X X X X X

X

X X X X X X X

NEW CONSTRUCTION FENCE

(CONTRACTORS TO COORDINATE WITH EACH OTHER

ON THE MOVEMENT OF THE CONSTRUCTION FENCE IN THE DIG AREA)

NEW STAGING AREA

NEW BOLLARDS

NEW BOLLARDX

X

X X

X

XXXXXXX

IP

C

FS

C

FS

C

FS

CFS CFS CFS

CFS-#4

CFS-#3

CFS CFS CFS

CFS CFS CFS

CFS-#6

CFS

CFS-#5

CFS CFS-#2

2'

PE# 099085

2/26/2024 SDB CMG

CANANDAIGUA VAMC

CH

RI

ST

OPHER WILLIAM GEARY

099085

S

T A T E OF NEW Y O

RK

L IC

ENSED PROFESSIONAL ENGI

NE

ER

528A5-23-501 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date: Dwg. ofChristopher W. Geary

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

A

B

C

D

E

F o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

SCALE: 1"=20'

40'20'0'

Utility Layout Plan 100% SUBMISSION

CU101

4 8

Connect Natural Gas To Grounds And Transportation

PLAN VIEW

SCALE: 1"=20'

SCALE: 1"=20'

40'20'0'

SCALE: 1"=20'

40'20'0'

SCALE: 1"=2'

4'2'0'

SITE SYMBOLS - GENERAL

BENCHMARK (BNMRK):

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

PLAN

DIMENSION

A

SITE SYMBOLS - UTILITIES

NOTE:

VERTICAL TEXT INDICATES NEW FEATURES (NEW)

SLANTED TEXT INDICATES EXISTING FEATURES (EXISTING)

UTILITY, ELECTRICAL MANHOLE (EMH)E

SIGN

WATER LINE

EDGE OF PAVEMENT

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

TREES - DECIDUOUS (DECID.)

DRAINAGE CATCH BASIN (CB)

DETAIL NUMBER

DETAIL SHEET

SITE SYMBOLS - ABBREVIATIONS

ELECTRIC LINE (UNDERGROUND)

ABND ABANDONED

AC ASBESTOS CEMENT

APPROX APPROXIMATELY

ARBS ARBORVITAE

BLDG BUILDING

CB CATCH BASIN

CI CAST IRON

CONC CONCRETE

CMP CORRUGATED METAL PIPE

CPP CORRUGATED

POLYETHYLENE PIPE

DIP DUCTILE IRON PIPE

DMH DRAINAGE MANHOLE

DS DOWN SPOUT

EB ELECTRIC BOX

ELEC ELECTRIC

EMERG. EMERGENCY

EOP EDGE OF PAVEMENT

EQUIP. EQUIPMENT

GOVT GOVERNMENT

HDPE HIGH DENSITY POLY

ETHYLENE

HVAC HEATING VENTILATION AND

AIR CONDITIONING

INV STORMWATER PIPE END

PED PEDESTRIAN

PLCC PLAIN CEMENT CONCRETE

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE

PIPE

RESRV. RESERVED

RET RETAINING

TD TRENCH DRAIN

TC TERRA COTTA STORM PIPE

TELE TELEPHONE

TEMP TEMPORARY

TRANS. TRANSFORMER

TWS TACTILE WARNING STRIP

TYP TYPICAL

VCP VITRIFIED CLAY PIPE

GAS VALVE (GV), WATER VALVE (WV)

OR POST INDICATOR VALVE (PVI)

UTILITY, SANITARY MANHOLE - (SSWR-MH)S

COMMUNICATION LINE

GAS LINE

SANITARY SEWER LINE

CENTERLINE

CHAINLINK FENCE

LIGHT POST (LP)

BOLLARD

EXISTING BUILDING

UTILITY, COMMUNICATION MANHOLE (CMH)C

SHRUB

END OF INFORMATION

CLEANOUT (CO)CO

GRAVEL/ RIP-RAP

CONCRETE

UTILITY POLE (UP)

STORM SEWER LINE

GENERAL NOTES

1. VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE A MINIMUM

OF SIX (6) INCHES OF TOPSOIL. THESE ARES SHALL BE IMMEDIATELY SEEDED AND

STABILIZED.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, WITH MATCHING

MATERIALS, ANY PAVEMENT, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE

DAMAGED DURING CONSTRUCTION.

PE# 099085

2/26/2024 SDB CMG

CANANDAIGUA VAMC

CH

RI

ST

OPHER WILLIAM GEARY

099085

S

T A T E OF NEW Y O

RK

L IC

ENSED PROFESSIONAL ENGI

NE

ER

528A5-23-501 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

A

B

C

D

E

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

Revisions: Date: Dwg. ofChristopher W. Geary

NOTE:

USERS OF THESE DRAWINGS ARE RESPONSIBLE FOR VERIFYING

EXISTING DIMENSIONS AND CONDITIONS IN THE FIELD

A

B

C

D

E

F o n e e ig h th in ch o n e f o o t th re e in ch e s o n e f o o t 6 o n e a n d o n e h a lf in ch e s o n e f o o t o n e in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e h a lf in ch o n e f o o t th re e e ig h th s in ch o n e f o o t 4 o n e q u a rt e r in ch o n e f o o t

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

Construction Details 100% SUBMISSION

CS501

5 8

Connect Natural Gas To Grounds And Transportation

RESTORATION - OPEN AREAS7

MINIMUM 6" OF TOPSOIL/ OR GRAVEL

VA

RI

ES

SEEDED/ OR

GRAVEL

AREA

C

OF

PIPE

L

FOR REQUIREMENTS OF SEED MIXTURE

AND APPLICATION SEE SPECIFICATIONS.

IMPORTED BEDDING MATERIAL

PER SPECIFICATIONS PLACED

IN 6" LAYERS AND COMPACTED.

PIPE

SEE NOTE 3

VARIES

LIM

IT

S

OF

B

AC

KF

ILL

VARIES

NOTES:

1. THIS RESTORATION WILL BE REQUIRED ON ALL DISTURBED AREAS THAT WILL NOT BE

COVERED WITH SOD OR OTHER SURFACING.

2. ROCKS LARGER THAN 2" CANNOT BE PLACED WITHIN TOPSOIL.

3. BACKFILL ABOVE BEDDING MATERIAL SHALL BE COMPACTED TO (85% TOP 16" AND 90%

BELOW 16") OF OPTIMUM DENSITY AS DETERMINED BY ASTM D698 COMPACTED IN MIN. 6"

LIFTS.

N.T.S.

SOURCE: PREVIOUS PROJECT 20-USDVA-01

FOR TRENCH WIDTHS EXCEEDING 4' [1219mm] REFER TO TYPE 2 UTILITY TRENCH PATCH.

2" [50mm] MINIMUM OR THICKNESS OF EXISTING PAVEMENT WHICHEVER IS GREATER.

HOT MIX ASPHALT, PER PAVEMENT SECTION DETAIL

4" [100mm] MINIMUM THICKNESS OF EXISTING GRANULAR BASE COURSE MATERIALS, OR PER

PAVEMENT SECTION DETAIL, WHICHEVER IS GREATER.

TYPICAL UTILITY TRENCH PATCH5

4'-0" MAX.

[1219mm]

1'-0" MAX.

[305mm]

1'-0" MAX.

[305mm]

TRENCH

BACKFILL

ASPHALT

SAW CUT EXISTING.

ASPHALT FULL DEPTH BOTH

SIDES

TACK COAT (TYP.)

EXISTING PAVEMENT

GENERAL NOTES:

1. INTENT OF DETAIL IS TO SHOW WIDTHS AND MATERIAL FOR STANDARD UTILITY TRENCH

OPENINGS AND PATCHES. ANY DETAIL LISTED FOR A SPECIFIC UTILITY SHALL BE UTILIZED IN

CONJUCTION WITH THIS TYPICAL DETAIL.

2. MATERIAL AND COMPACTION REQUIREMENTS FOR PIPE BEDDING/SHADING SHALL BE IN

ACCORDANCE WITH THE SPECIFICATIONS FOR THE APPLICABLE UTILITY PIPE.

3. TRENCH BACKFILL SHALL COMMENCE 1 FOOT [305mm] ABOVE THE TOP OF PIPE. BACKFILL

COMPACTION SHALL BE PER SECTION 31 20 00 OF THE SPECIFICATIONS.

4. SURFACE REPAIR SHALL BE IN ACCORDANCE WITH THE APPROPRIATE SECTION OF THE

SPECIFICATIONS. ASPHALT SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION

32 12 16.

5. ALL DEPTHS SHOWN ARE AFTER BEING FULLY COMPACTED.

STONE SUBBASE

N.T.S.

SOURCE: VA STANDARD DETAIL NOs. SD321216-02 & 03 (MODIFIED)

TRENCH

BACKFILL

TACK COAT (TYP.)

EXISTING PAVEMENT

ASPHALT

SAW CUT EXISTING.

ASPHALT FULL DEPTH

BOTH SIDES

GRANULAR

MATERIAL

> 4'-0" [1219mm]

TYPE 2 UTILITY TRENCH PATCH

TYPE 1 UTILITY TRENCH PATCH

4 PAVEMENT SECTION

1. DUE TO VARIABILITY WITHIN EXISTING PAVEMENT CROSS SECTION IT IS UNKNOWN IF CONCRETE IS PRESENT WITHIN OR BELOW THE PAVEMENT CROSS SECTION. IF CONCRETE IS ENCOUNTERED, IT SHALL BE REMOVED AND DISPOSED OF AS PART OF THE PAVEMENT

IMPROVEMENTS AT NO ADDITIONAL COST TO GOVERNMENT.

2. WHERE REQUIRED, SAWCUT PAVEMENT TO A DEPTH OF 2" WHERE FULL DEPTH PAVEMENT OPERATIONS ABUT BITUMINOUS PAVEMENT TO

REMAIN. SEAL JOINT WITH 12" WIDE ASPHALT SEALANT.

3. PAVEMENT RECONSTRUCTION AND ASSOCIATED IMPROVEMENTS TO BE STAGED TO MINIMIZE DISRUPTION TO THE MEDICAL FACILITY.

STAGING AREAS AND EQUIPMENT STORAGE SHALL BE COORDINATED WITH THE CONTRACTING OFFICERS REPRESENTATIVE (COR) AT THE

VAMC.

4. ALL DEPTHS SHOWN ARE AFTER BEING FULLY COMPACTED.

5. THE PAVEMENT SURFACE SHALL BE THOROUGHLY CLEANED BY BROOMING IMMEDIATELY PRIOR TO THE PLACEMENT OF THE TACK COAT.

APPLY TACK COAT TO ALL CONTACT SURFACES OF THE ASPHALT INCLUDING SUCH AREAS AS ADJACENT PAVEMENT EDGES, CURBING, GUTTERS, MANHOLES, AND OTHER STRUCTURES, IMMEDIATELY PRIOR TO PLACING THE HMA MIXTURE AGAINST THEM. THE TACK COAT SHALL BE APPLIED BETWEEN PAVEMENT LAYERS REGARDLESS OF THE TIME BETWEEN BEING PLACED. THE TACK COAT MUST MUST FULLY COVER THE LAYER BEING PAVED OVER OR UP TO AND SHALL BE UNIFORM AND CONSISTENT TRANSVERSELY AND LONGITUDINALLY. THE CONTRACTOR SHALL PROPOSE AN APPROPRIATE TACKIFIER BASED ON WEATHER, EXPECTED DRY TIME, ETC. TACK COAT APPLICATION

RATES SHALL BE IN ACCORDANCE WITH NYSDOT SPECIFICATION 407.

PAVEMENT NOTES

PROPOSED FULL DEPTH CONSTRUCTION

SURFACE: 5 1/2" 2" DEPTH,OR MATCH EXISTING, WHICHEVER IS GREATER.

ASPHALT CONCRETE (AC) TYPE 6F TOP COURSE

COMPACTED TO 95% USING NUCLEAR GAUGE DENSITY READINGS

(MATERIALS PER NYSDOT STANDARD SPECIFICATIONS SECTION 400)

3 1/2" DEPTH,OR MATCH EXISTING, WHICHEVER IS GREATER.

AC TYPE 3 BINDER COURSE COMPACTED TO 95% USING NUCLEAR GAUGE DENSITY

READINGS (MATERIALS PER NYSDOT STANDARD SPECIFICATIONS SECTION 400)

SUBBASE: 8" OR MATCH EXISTING, WHICHEVER IS GREATER.

NYSDOT TYPE 2 STONE SUBBASE

COMPACTED TO 95% OF ASTM D1557 MAXIMUM DENSITY UNLESS OTHERWISE NOTED

(MATERIALS PER NYSDOT STANDARD SPECIFICATIONS SECTION 733)

SUBGRADE COMPACTED TO NOT LESS

THAN 95% OF ASTM D1557 MAXIMUM

DENSITY UNLESS OTHERWISE NOTED

8" DEPTH, NYSDOT TYPE 2 STONE SUBBASE COMPACTED TO 95% OF

ASTM D1557 MAXIMUM DENSITY UNLESS OTHERWISE NOTED

3 1/2" DEPTH, AC TYPE 3 BINDER COURSE

COMPACTED TO 95% USING NUCLEAR GAUGE

DENSITY READINGS, UNLESS OTHERWISE NOTED

2" DEPTH, AC TYPE 6F TOP COURSE COMPACTED

TO 95% USING NUCLEAR GAUGE DENSITY

READINGS, UNLESS OTHERWISE NOTED

TACK COAT

MIRAFI RS280i GEOTEXTILE

SEPARATION FABRIC

(OR APPROVED EQUAL),

INSTALL PER MANUFACTURER

SPECIFICATIONS

3 SAW CUT DETAIL

SAW CUT EXISTING PAVEMENT

12" WIDE

ASPHALT SEALER

NEW PAVEMENT

TACK COAT (1)

(1) THE PAVEMENT SURFACE SHALL BE THOROUGHLY CLEANED BY BROOMING IMMEDIATELY PRIOR TO THE PLACEMENT OF THE TACK COAT. APPLY TACK COAT TO ALL CONTACT SURFACES OF THE EXISTING ASPHALT INCLUDING SUCH AREAS AS ADJACENT PAVEMENT EDGES, CURBING, GUTTERS, MANHOLES, AND OTHER STRUCTURES, IMMEDIATELY PRIOR TO PLACING THE HOT MIX ASPHALT (HMA) MIXTURE AGAINST THEM.

SUBGRADE COMPACTED TO NOT LESS

THAN 95% OF ASTM D1557 MAXIMUM

DENSITY UNLESS OTHERWISE NOTED

EXISTING PAVEMENTCURB (WHERE

SPECIFIED)

2'

MATCH EXISTING SUBBASE DEPTH

IF GREATER THAN PROPOSED SECTION.

CONTRACTOR TO VERIFY IN FIELD.

SCARIFY AND REMOVE PAVEMENT

EQUIVALENT TO TOP COURSE THICKNESS

N.T.S.

SOURCE: PREVIOUS PROJECT 20-USDVA-01

N.T.S.

SOURCE: PREVIOUS PROJECT 20-USDVA-01

4" DIAMETER STEEL PIPE

FILLED W/CONCRETE

PAINTED OSHA YELLOW

GRADE

POURED

CONCRETE

1'-4"

4'- 0"

M

IN

4'- 0"

SLOPE

BOLLARD DETAIL6 N.T.S.

SOURCE: PREVIOUS PROJECT 20-USDVA-01

FL

OW

FLOW

DISTURBED AREA

UNDISTURBED AREA

2 IN. x 2 IN. WOODEN STAKES

PLACED 10 FT ON CENTER

COMPOST FILTER SOCK

BLOWN/PLACED

FILTER MEDIA

DISTURBED AREA

UNDISTURBED AREA

NOTES:

SOCK FABRIC SHALL MEET STANDARDS OF TABLE 5.1 OF THE NEW YORK STATE STANDARDS AND

SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.

COMPOST SHALL MEET THE STANDARDS OF TABLE 5.2 OF THE NEW YORK STATE STANDARDS AND

SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.

COMPOST FILTER SOCK SHALL BE PLACED AT EXISTING LEVEL GRADE. BOTH ENDS OF THE BARRIER SHALL BE EXTENDED AT LEAST 8 FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARRIER ALIGNMENT. MAXIMUM SLOPE LENGTH ABOVE ANY BARRIER SHALL NOT EXCEED THAT SPECIFIED FOR THE SIZE OF THE SOCK AND THE

SLOPE OF ITS TRIBUTARY AREA.

TRAFFIC SHALL NOT BE PERMITTED TO CROSS COMPOST FILTER SOCKS.

ACCUMULATED SEDIMENT SHALL BE REMOVED WHEN IT REACHES 1/2 THE ABOVE GROUND HEIGHT OF THE

BARRIER AND DISPOSED IN THE MANNER DESCRIBED ELSEWHERE IN THE PLAN.

COMPOST FILTER SOCKS SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. DAMAGED SOCKS SHALL BE REPAIRED ACCORDING TO MANUFACTURER’S SPECIFICATIONS OR REPLACED WITHIN 24 HOURS OF

INSPECTION.

BIODEGRADABLE COMPOST FILTER SOCKS SHALL BE REPLACED AFTER 6 MONTHS; PHOTODEGRADABLE SOCKS

AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL BE REPLACED ACCORDING TO MANUFACTURER’S

RECOMMENDATIONS.

UPON STABILIZATION OF THE AREA TRIBUTARY TO THE SOCK, STAKES SHALL BE REMOVED. THE SOCK MAY BE LEFT IN PLACE AND VEGETATED OR REMOVED. IN THE LATTER CASE, THE MESH SHALL BE CUT OPEN AND THE

MULCH SPREAD AS A SOIL SUPPLEMENT.

IN

MI

N.

NOTES:

1. THE PHYSICAL PARAMETERS OF THE

COMPOST SHOULD COMPLY WITH THE

STANDARDS IN TABLE 5.2.

2. THE CONTRACTOR SHALL USE A SOCK WITH

THE APPROPRIATE MATERIAL

CHARACTERISTICS, BASED ON THE TIME

REQUIRED TO BE IN PLACE.

ON SOIL

ON PAVEMENT

DISTURBED AREA

UNDISTURBED AREA

COMPOST FILTER SOCK

BLOWN/PLACED

FILTER MEDIA

CONCRETE BLOCK

(MIN 6"X6"X6")

SECTION

UNDISTURBED AREA

DISTURBED AREA

PLAN VIEW - PAVED AREAS

COMPOST FILTER

SOCK

EXISTING

CONTOURS

CONCRETE BLOCKS SPACED 3'

(TYP) C TO C

FL

OW

FLOW

PLAN VIEW - GRASS AREAS

COMPOST FILTER SOCK1

2 IN. x 2 IN.

WOODEN STAKES

PLACED 10 FT ON

CENTER

EXISTING

CONTOURS

COMPOST

FILTER SOCK

NTS

SOURCE: NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR

EROSION AND SEDIMENT CONTROL (2016)

EXISTING INLET PROTECTION2 NTS

SOURCE: NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR

EROSION AND SEDIMENT CONTROL (2016)