528A7-18-729_Construction_Plans_01_thru_03.pdf

PDF 16 MB Posted Jun 4, 2020

Attached to: Z1LB--528A7-18-729 REPAIR EXISTING ACCESS DRIVE AND SIDEWALKS |
Solicitation number: 36C24220B0041
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Dec 28, 2023

This is a solicitation for repair of access roads and sidewalks at the Syracuse VA Medical Center in Syracuse, New York. The contractor shall provide all labor, equipment, materials, and supervision to complete repairs in accordance with the drawings, specifications, and scope of work. The project magnitude is between $500,000 and $1,000,000. Offerors must be registered in the System for Award Management database and have an Experience Modification Rate equal to or less than 1.0. A pre-bid site visit will be held on June 16, 2020, and requests for information are due by June 23, 2020. The solicitation identifies the Department of Veterans Affairs Veterans Health Administration as the agency and provides contact information for the site visit and questions.

View the file

Other files

File	Type	Posted
RFI 3C24220B0041 Repair Syracuse Access Roads 7-8-20.docx	DOCX document	Jul 8, 2020
General Wage Decision dated 19 June 2020.docx	DOCX document	Jul 8, 2020
amendment 0002.docx	DOCX document	Jul 8, 2020
36C24220B0041 0001.docx	DOCX document	Jun 25, 2020
Walk Through Attendance Sheet.pdf	PDF	Jun 25, 2020
36242-20-B-0041 Amendment 0001 25 June 2020.pdf	PDF	Jun 25, 2020
RFI 3C24220B0041 Repair Syracuse Access Roads FINAL 6-25-20.docx	DOCX document	Jun 25, 2020
528A7-18-729_Specifications Revised 6-23-20.pdf	PDF	Jun 25, 2020
528A7-18-729_Specifications - 190624 5-27-20.pdf	PDF	Jun 4, 2020
528A7-18-729_Construction_Plans_21_thru_23.pdf	PDF	Jun 4, 2020
36C24220B0041.pdf	PDF	Jun 4, 2020

Show all 11

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

SITE

LOCATION

REPAIR EXISTING ACCESS DRIVE AND SIDEWALKS

FOR

SYRACUSE VA MEDICAL CENTER

PROJECT NUMBER: 528A7-18-729

CONTRACT NUMBER: 36C24219C0081

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 APRIL OF 2019. AREAS SHOWN OUTSIDE THE SCOPE OF WORK AND

UNDERGROUND UTILITIES ARE BASED ON DRAWINGS PROVIDED BY THE

DEPARTMENT OF VETERANS AFFAIRS.

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

LOCATED AND SHOWN ON THIS PLAN. UNDERGROUND UTILITY LOCATIONS ARE

SHOWN BASED ON INFORMATION PROVIDED BY THE VA. CONTRACTORS AND OTHER

USERS OF THIS PLAN ARE RESPONSIBLE FOR VERIFICATION OF UNDERGROUND

UTILITIES PRIOR TO CONSTRUCTION WORK AT LOCATIONS SHOWN HEREON.

3. ALL WASTE, DEBRIS, UNSUITABLE, AND EXCESS MATERIAL SHALL BE REMOVED

FROM THE SITE AND LAWFULLY DISPOSED OF BY THE CONTRACTOR.

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

5. REFER TO SPECIFICATION 01 00 00 1.6.I FOR DIRECTION ON MAINTENANCE OF 6'

CONSTRUCTION FENCE.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITIES. THE DEPTHS

OF EXISTING UNDERGROUND UTILITIES ARE UNKNOWN.

7. ANY EXISTING FEATURES DISTURBED BY THE CONTRACTOR DURING THE

PERFORMANCE OF THE CONTRACT SHALL BE RESTORED TO A LIKE OR BETTER

CONDITION BY THE CONTRACTOR AT HIS EXPENSE.

8. THE CONTRACTOR SHALL PROVIDE FENCING OR BARRIERS AROUND ALL ACTIVE

CONSTRUCTION AREAS.

9. ANY EXCAVATED AREA LEFT OPEN AT THE END OF THE WORK DAY, THE

CONTRACTOR SHALL ENSURE THE AREA SHALL BE COVERED OR PROTECTED BY A

6' HIGH FENCE.

10. 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 THE WORK, ALL OF WHICH SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR.

11. THE CONTRACTOR IS RESPONSIBLE FOR ALL FIELD MEASUREMENTS; THE

GOVERNMENT WILL NOT BE HELD RESPONSIBLE FOR BIDDING ERRORS MADE OR

FOR THE FAILURE TO ADEQUATELY INSPECT THE JOB SITE FOR EXISTING

CONDITIONS, DIMENSIONS AND GRADES.

12. 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 RESIDENT ENGINEER. 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.

13. CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION

CHANGES ("AS-BUILT DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO

THE ENGINEER 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 CONTRACT DOCUMENTS. **NO EXCEPTION

ALLOWED**

14. ANY WORK INSTALLED IN CONFLICT WITH THE CONTRACT DRAWINGS, CODE

REQUIREMENTS OR MANUFACTURE REQUIREMENTS WITHOUT THE PRIOR

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

CONTRACTOR'S EXPENSE. ALL WORK SHALL BE COMPLETED DURING NORMAL

HOURS (7 AM - 5 PM WEEKDAYS) UNLESS PRIOR APPROVAL IS OBTAINED FROM THE

CONTRACTING OFFICER REPRESENTATIVE (COR).

15. CONTRACTOR'S ACTIVITIES SHALL NOT CONFLICT WITH THE VA OPERATIONS AND

EMPLOYEE/PATIENT PARKING. THE CONTRACTOR SHALL COORDINATE WITH THE

CONTRACTING OFFICER REPRESENTATIVE (COR).

16. THE CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS TO PERFORM THE

WORK AS INDICATED ON THESE DRAWINGS.

17. THE CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR ANY DAMAGED ASPHALT

ADJACENT TO THE AREA OF CONSTRUCTION ASSOCIATED WITH REPAIR AND/OR

REPLACEMENT OF EXISTING SIDEWALK AND/OR STAIRS.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SPREADING TOPSOIL, SEEDING

AND STABILIZING ANY DAMAGED OR UNVEGETATED PERVIOUS AREA ADJACENT TO

THE AREA OF CONSTRUCTION ASSOCIATED WITH REPAIR AND/OR REPLACEMENT

OF EXISTING SIDEWALK AND/OR STAIRS.

19. POSITIVE DRAINAGE SHALL BE PROVIDED ALONG ALL SIDEWALKS. SIDEWALK

CONSTRUCTION AND REPAIR SHALL BE COMPLETED IN A MANNER TO PREVENT LOW

POINTS AND STANDING WATER.

20. THE CONTRACTOR SHALL PROTECT THE VA PROPERTY FROM DUST AND DAMAGE

AT ALL TIMES. ANY RESULTING DAMAGE TO THE VA PROPERTY SHALL BE

IMMEDIATELY CORRECTED BY THE CONTRACTOR AT HIS EXPENSE.

21. CONTRACTOR SHALL COORDINATE ANY RELOCATION OF DUMPSTERS with

CONTRACTING OFFICER REPRESENTATIVE (COR).

22. CONTRACTOR SHALL REPLACE GRANITE CURB SECTIONS THAT ARE DAMAGED

DURING CONSTRUCTION.

23. CONTRACTOR SHALL REINSTALL/REUSE GRANITE CURB SECTIONS THAT ARE NOT

DAMAGED.

24. AS SHOWN ON SHEET CS103, THE SIDEWALK AREA HAS A SNOW MELT PIPE SYSTEM

INSTALLED WITHIN THE CONCRETE SLAB. THE CONTRACTOR SHALL COORDINATE

WITH THE COR & OBTAIN DESIGN OR AS-BUILT INFORMATION. THE CONTRACTOR

SHALL REPLACE IN KIND AND PRESSURE TEST THE SYSTEM PRIOR TO PLACEMENT

OF CONCRETE.

25. THE CONTRACTOR SHALL REPAIR THE EXISTING BRICK PAVER EDGING AT THE

NORTHWEST CORNER OF THE SITE AND NEAR THE MODULAR BUILDINGS AS

DIRECTED BY THE COR.

LOCATION MAP

SCALE: 1" = 1,000'

SOURCE: USGS SYRACUSE WEST QUADRANGLE MAP

LOCATION MAP

SCALE: 1" = 35 MILES

USGS: GOOGLE MAPS

OPHER WILLIAM GEARY

099085

T A T E OF NEW Y O

L IC

ENSED PROFESSIONAL ENGI

DRAWING INDEX

SHEET

NO.

DWG. NO. SHEET TITLE

GI001 1 OF 23 TITLE SHEET

CS101 2 OF 23 PAVEMENT CONDITION INDEX PLAN

CS102 3 OF 23 EXISTING FEATURES PLAN

CS103 4 OF 23 LAYOUT PLAN

CS104 5 OF 23 GRADING PLAN

CS105 6 OF 23 UTILITY PLAN

CS106 7 OF 23 ACCESS ROAD PLAN & PROFIILE

CS107 8 OF 23 SIDEWALK & RAMP PLAN

CS108 9 OF 23 SIDEWALK & RAMP PLAN

CS109 10 OF 23 SIDEWALK & RAMP PLAN

CS110 11 OF 23 SIDEWALK & RAMP PLAN

CS111 12 OF 23 SIDEWALK & RAMP PLAN

CS112 13 OF 23 SIDEWALK & RAMP PLAN

CS113 14 OF 23 CONSTRUCTION DETAILS

CS114 15 OF 23 CONSTRUCTION DETAILS

CS115 16 OF 23 SOIL & EROSION POLLUTION CONTROL PLAN

CS116 17 OF 23 SOIL & EROSION POLLUTION CONTROL DETAILS

CS117 18 OF 23 OVERALL PHASING PLAN

CS118 19 OF 23 MAINTENANCE & PROTECTION OF TRAFFIC PLAN

CS119 20 OF 23 MAINTENANCE & PROTECTION OF TRAFFIC PLAN

CS120 21 OF 23 MAINTENANCE & PROTECTION OF TRAFFIC PLAN

CS121 22 OF 23 MAINTENANCE & PROTECTION OF TRAFFIC PLAN

CS122 23 OF 23 MAINTENANCE & PROTECTION OF TRAFFIC DETAILS

GENERAL SIDEWALK NOTES

1. THESE SHEETS ARE IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT

(ADA), AND THE REQUIREMENTS OF THE 2011 PROPOSED ACCESSIBILITY GUIDELINES

FOR PEDESTRIAN FACILITIES IN THE PUBLIC RIGHT-OF-WAY (PROWAG).

2. WHERE POSSIBLE, THE CURB RAMPS SHOWN ON THESE PLANS WERE DESIGNED IN

ACCORDANCE WITH THE DESIGN MINIMUM AND MAXIMUM AS SHOWN BELOW.

3. NOT ALL FACILITIES CAN BE CONSTRUCTED TO MEET THE DESIGN STANDARDS.

FACILITIES THAT CANNOT BE CONSTRUCTED TO MEET THE DESIGN STANDARDS

SHALL BE CONSTRUCTED TO MEET THE STANDARDS TO THE GREATEST EXTENT

PRACTICABLE.

4. JOINTS BETWEEN SIDEWALKS, CURB RAMPS, TURNING SPACES AND ROADWAYS

SHALL BE FLUSH AND FREE FROM ABRUPT VERTICAL CHANGES GREATER THAN ¼”.

VERTICAL SURFACE DISCONTINUITIES BETWEEN ¼” AND ½” SHALL BE BEVELED WITH

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

JOINT.

5. SIDEWALK GRADE SHALL NOT EXCEED 5% EXCEPT WHEN MATCHING INTO EXISTING

SIDEWALK OR WHEN THE ROADWAY GRADE IS STEEPER.

6. WHERE EXISTING ROADWAYS ARE SAWCUT TO INSTALL CURBING AND/OR SIDEWALK,

THE ROADWAY SHALL BE SAWCUT AT LEAST TWO FEET FROM THE PROPOSED CURB

LINE TO ALLOW FOR ADEQUATE COMPACTION OF ASPHALT.

CURB RAMP NOTES

7. THE MINIMUM WIDTH OF A CURB RAMP SHALL BE FOUR FEET.

8. THE GRADE OF A CURB RAMP SHALL BE A MINIMUM OF 0.5% AND MAXIMUM OF 8.3%.

9. WHERE EXISTING CONDITIONS DO NOT ALLOW THE CONSTRUCTION OF A CURB RAMP

WITH A GRADE OF 8.3% OR LESS, THE RAMP LENGTH SHALL NOT BE REQUIRED TO

EXCEED 15 FEET.

10. 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 2.0%

MAXIMUM.

11. WHERE A PEDESTRIAN CIRCULATION PATH CROSSES THE CURB RAMP, FLARED SIDES

SHALL BE INSTALLED WITH A MAXIMUM SLOPE OF 10.0%.

TURNING SPACE AND CLEAR SPACE NOTES:

12. WHERE A CHANGE IN DIRECTION IS REQUIRED TO UTILIZE A CURB RAMP, A TURNING

SPACE SHALL BE PROVIDED AT THE BASE OR THE TOP OF CURB RAMP AS

APPLICABLE. TURNING SPACES SHALL BE PERMITTED TO OVERLAP CLEAR SPACES.

13. WHERE THERE ARE NO VERTICAL CONSTRAINTS AT THE BACK OF SIDEWALK, THE

TURNING SPACE DIMENSIONS SHALL BE FOUR FEET BY FOUR FEET MINIMUM. WHERE

THE TURNING SPACE IS CONSTRAINED AT THE BACK OF SIDEWALK, THE TURNING

SPACE SHALL BE FOUR FEET BY FIVE FEET MINIMUM. THE FIVE FEET DIMENSION

SHALL BE PROVIDED PERPENDICULAR TO THE CONSTRAINT.

14. THE MAXIMUM TURNING SPACE CROSS SLOPE IS 2.0%.

15. BEYOND THE BOTTOM GRADE BREAK, A CLEAR SPACE OF FOUR FEET BY FOUR FEET

MINIMUM SHALL BE PROVIDED WITHIN THE WIDTH OF THE PEDESTRIAN CROSSWALK,

AND OUTSIDE THE PARALLEL VEHICLE TRAVEL LANE. THE CLEAR SPACE MAY

OVERLAP TURNING SPACES, DETECTABLE WARNING SURFACES, AND DROP CURBS.

DETECTABLE WARNING NOTES:

16. DETECTABLE WARNING SURFACES SHALL BE PROVIDED AT PEDESTRIAN STREET

CROSSINGS WITH CURB RAMPS AND BLENDED TRANSITIONS AT PEDESTRIAN STREET

CROSSINGS.

17. THE SIZE OF THE DETECTABLE WARNING FIELD SHALL BE 24 INCHES MINIMUM IN THE

DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP OR

FLUSH SURFACE, EXCLUDING ANY FLARED SIDES.

18. ON SLOPES OF FIVE PERCENT OR GREATER, THE ROWS OF DOMES SHALL BE

ALIGNED TO BE PERPENDICULAR OR RADIAL TO THE LOWER GRADE BREAK ON THE

RAMP RUN. ON SLOPES LESS THAN FIVE PERCENT, DOME ORIENTATION IS LESS

CRITICAL AND MAY DIFFER FROM PERPENDICULAR OR RADIAL ALIGNMENT TO THE

GRADE BREAK.

19. THE DETECTABLE WARNING FIELD SHALL BE BRICK RED OR MEET THE

REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. DETECTABLE WARNING

SURFACES SHALL CONTRAST VISUALLY WITH ADJACENT GUTTER, STREET OR

PEDESTRIAN ACCESS ROUTE SURFACE, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT.

DESIGN ELEMENT TOLERANCES

ELEMENT

DESIGN AND FIELD

LAYOUT LIMT

LIMIT FOR WORK

ACCEPTANCE

SIDEWALK CROSS SLOPE 1.5% MAX 2.0% MAX

SIDEWALK GRADE 4.5% MAX 5.0 MAX

CURB RAMP GRADE 7.5% MAX 8.3% MAX

BLENDED TRANSITION GRADE 4.5% MAX 5.0% MAX

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

CHRIS GEARY

AutoCAD SHX Text

PE# 099085

AutoCAD SHX Text 5/1/2019

AutoCAD SHX Text Witczak

AutoCAD SHX Text Geary

AutoCAD SHX Text Syracuse VA Medical Center

AutoCAD SHX Text Syracuse, NY

AutoCAD SHX Text

AutoCAD SHX Text 528A7-18-729

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text

REVISED PER 30% DESIGN REVIEW MEETING

AutoCAD SHX Text

REVISED PER 65% DESIGN REVIEW MEETING

AutoCAD SHX Text

REVISED PER 95% DESIGN REVIEW MEETING

AutoCAD SHX Text

AutoCAD SHX Text 5/23/19

AutoCAD SHX Text 6/13/19

AutoCAD SHX Text 6/25/19

AutoCAD SHX Text

AutoCAD SHX Text Title Sheet

AutoCAD SHX Text

AutoCAD SHX Text Repair Existing Access Drive And Sidewalks

AutoCAD SHX Text 100% Submission

AutoCAD SHX Text

GI001

AutoCAD SHX Text

SECTION 001

SECTION 002

SECTION 003

SECTION 034

SECTION 004

SECTION 005

SECTION 006

SECTION 007

SECTION 008

SECTION 009

SECTION 011

SECTION 010

SECTION 012

SECTION 013

SECTION 014

SECTION 015

SECTION 016

SECTION 017

SECTION 018

SECTION 019

SECTION 020

SECTION 021SECTION 022

SECTION 023

SECTION 024 SECTION 025

SECTION 026

SECTION 027

SECTION 028 SECTION 029

SECTION 030

SECTION 031

SECTION 032

SECTION 033

IRVING AVE.

STADIUM PL.

PARKING LOT #1

BIT. PAVE

GRANITE CURB

VA MEDICAL CENTER

BUILDING #1

ILD

CHILLER

BUILDING

VAMC GARAGE

BUILDING #19

WEISKOTTEN HALL

BIT. PAVE

GRANITE CURB

O2 TANKS

MODULAR

BUILDINGS

WALL

SITE SYMBOL - IMPROVEMENTS

CONCRETE - FAIR CONDITION

CONCRETE - GOOD CONDITION

CONCRETE - POOR CONDITION

CONCRETE - SATISFACTORY CONDITION

CONCRETE - SERIOUS CONDITION

CONCRETE - FAILED CONDITION

CONCRETE - VERY POOR CONDITION

THIS DRAWING WAS PREPARED USING ASTM D6433-18, STANDARD

PRACTICE FOR ROADS AND PARKING LOTS PAVEMENT CONDITION

INDEX SURVEY METHODOLOGY. THE COLORS SHOWN ABOVE

MATCH THE STANDARD PAVEMENT CONDITION INDEX SCALE FROM

ASTM. THE DEPARTMENT OF VETERANS AFFAIRS INTENDS TO

REPLACE ANY SIDEWALK RATED FAIR CONDITION , POOR

CONDITION, VERY POOR CONDITION, SERIOUS CONDITION, AND

FAILED CONDITION.

LOT 1

IRVING AVE.

V A

U R

E N

I V

I T

LOT 4

STADIUM PLACE

OPHER WILLIAM GEARY

099085

T A T E OF NEW Y O

L IC

ENSED PROFESSIONAL ENGI

SITE SYMBOLS - GENERAL

BENCHMARK:

SANITARY MANHOLE LOCATED IN MAIN ENTRANCE DRIVEWAY,

NORTHWEST OF FLAGPOLE ELEV: 500.11

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

CONCRETE

PLAN

DIMENSION

SITE SYMBOLS - CONCRETE/MASONRY

SITE SYMBOLS - UTILITIES

NOTE:

BLACK VERTICAL TEXT INDICATES PROPOSED FEATURES

GRAY SLANTED TEXT INDICATES EXISTING FEATURES

HYDRANT, FIRE

WATER VALVE

STORM SEWER LINE

UTILITY, WATER MANHOLEW

UTILITY, UTILITY POLE

UTILITY, SANITARY MANHOLES

UTILITY, ELECTRICAL MANHOLEE

SIGN

GAS VALVE

SANITARY SEWER LINE

WATER LINE

ELECTRIC LINE

EDGE OF PAVEMENT

EDGE OF STONE

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

DECIDUOUS TREES

DRAINAGE MANHOLE

DRAINAGE CATCH BASIN

DRAINAGE END SECTION

CS142

DETAIL NUMBER

DETAIL SHEET

STEAM MANHOLEST

BITUMINOUS

SITE SYMBOLS - ABBREVIATIONS

BIT

CONCRETECONC

ELECTRICELEC

EDGE OF PAVEMENTE.O.P.

CATCH BASINCB

STORMWATER PIPE ENDINV

CLEANOUTCO

SANITARY MANHOLESMH

SQUARE FEETSF

LINEAR FEETLF

APPROXIMATELYAPPROX

JUNCTION BOXJB

LIGHT POSTLP

PLAIN CEMENT CONCRETEPLCC

MANHOLEMH

TRAFFIC SIGNAL MANHOLETS

TELEPHONE LINE

FIRE ALARM LINE

STEAM LINE

CONDENSATE RETURN LINE

GAS LINE

OXYGEN LINE

FOS

CHILLED WATER SUPPY LINE

CHILLED WATER RETURN LINE

FUEL OIL SUPPLY LINE

FOR

FOV

FUEL OIL RETURN LINE

FUEL OIL VENT LINE

MULCH / LANDSCAPE BED

STONE / LANDSCAPE BED

CONCRETE (STAMPED BRICK)

BRICK PAVERS

TACTILE WARNING SURFACE

TACTILE WARNING SURFACETWS

REPLACE AS NECESSARYR.A.N.

SCALE: 1"=30'

60'30'0'

KEY MAP

1"=250'

AutoCAD SHX Text A

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

CHRIS GEARY

AutoCAD SHX Text

PE# 099085

AutoCAD SHX Text 5/1/2019

AutoCAD SHX Text Witczak

AutoCAD SHX Text Geary

AutoCAD SHX Text Syracuse VA Medical Center

AutoCAD SHX Text Syracuse, NY

AutoCAD SHX Text

AutoCAD SHX Text 528A7-18-729

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text

811 OR 1-800-962-7962

AutoCAD SHX Text

REVISED PER 30% DESIGN REVIEW MEETING

AutoCAD SHX Text

REVISED PER 65% DESIGN REVIEW MEETING

AutoCAD SHX Text

REVISED PER 95% DESIGN REVIEW MEETING

AutoCAD SHX Text

AutoCAD SHX Text 5/23/19

AutoCAD SHX Text 6/13/19

AutoCAD SHX Text 6/25/19

AutoCAD SHX Text

AutoCAD SHX Text Pavement Condition Index Plan

AutoCAD SHX Text

AutoCAD SHX Text Repair Existing Access Drive And Sidewalks

AutoCAD SHX Text 100% Submission

AutoCAD SHX Text

CS101

AutoCAD SHX Text

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text

SCALE

AutoCAD SHX Text Y

AutoCAD SHX Text D

X X

E E

SAN

STS

BIT. PAVE

O2 TANKS

FIRE

HYDRANT

BUILDING #16

PARKING LOT #4

TRENCH DRAIN

TO BE REMOVED

EXISTING CURBING TO BE REMOVED

SITE SYMBOL - DEMOLITION

TO BE REMOVED(T.B.R.)

EXISTING STORM STRUCTURE TO BE REMOVED

EXISTING PAVEMENT TO BE REMOVED TO FULL DEPTH

PAVEMENT SAWCUT

EXISTING CONCRETE TO BE REMOVED

CONCRETE JOINT TO BE REMOVED

EXISTING STAMPED CONCRETE TO BE REMOVED

EXISTING BRICK PAVERS TO BE REMOVED

1 BOLLARDS WITHIN PAVEMENT AND CONCRETE TO BE

SALVAGED OR REMOVED AND REPLACED IN SAME LOCATION.

SIGN WITHIN CONCRETE TO BE REMOVED AND SAVED UNTIL

CONCRETE IS REPLACED WITH PVC SLEEVE INSTALLED.

THEN SIGN CAN BE REINSTALLED.

3 VALVES, MANHOLE LIDS AND FIRE HYDRANTS TO BE

ADJUSTED TO GRADE AS REQUIRED.

4 PARKING METER WITHIN CONCRETE TO BE ADDRESSED WITH

THE CITY OF SYRACUSE.

EXISTING PAVEMENT TO BE MILLED

LOT 1

IRVING AVE.

V A

U R

E N

I V

I T

LOT 4

STADIUM PLACE

X X

S S S

D D

S SD

ONE W

S S

E E

S S

E S

XXXXXXX

X X

XXX

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

6 47

470 47

BOLLARDS (4)

BOLLARDS (5)

BOLLARDS (2)

BOLLARDS (4)

BOLLARD

BOLLARDS (9)

BOLLARDS (10)

BOLLARDS (2)

DIRECTIONS TO

HIGHWAYS SIGN

STOP, DO NOT ENTER

& ONE WAY SIGN

NO STOPPING

SIGN

NO STOPPING

SIGN

NO STOPPING

SIGN

NO STOPPING

SIGN

NO STOPPING

SIGN

NO STOPPING

SIGN

NO LEFT TURN

SIGN

STREET SIGN

NO PARKING

SIGN

PARKING PAY

METER NO PARKING SIGN

ONE WAY SIGN

NO WEAPONS

SIGN

NO STOPPING &

BUS STOP SIGN

STOPPING

SIGN

DISABLED VETS

PARKING SIGN

DISABLED VETS

PARKING SIGN

PARKING PAY

HERE SIGN

PARKING PAY

METER

NO STOPPING

SIGN

VA HOSPITAL

SIGN

TEMP. PARKING

SIGNS(3)

ADA PARKING

SIGNS(4)

NO WEAPONS

SIGN

DIRECTION SIGN

STOP SIGN

CORE SAMPLE 3

CORE SAMPLE 2

CORE SAMPLE 1

CORE SAMPLE 4

ST ST ST ST

CR CR

CR CR CR CR CR CR CR CR CR CR CR CR

CR CR CR CR CR CR CR CR CR CR CR

CR CR CR CR CR CR

CR CR

W W

W W W W

W W

W W W W W W W W

W W W W W W W W W W W

GAS GAS GAS

GAS

GAS GAS GAS GAS

GAS

S GA

GAS

CWR

CWS

E E

E E EE E

E E

E E E E E E E

E E

E E E E

E E

E E E E E

F F F F F F

F F

T T

T T T T T T T T

T T

T T T T

T T

E E

SAN SAN SAN

SAN SAN

SAN SAN SAN SANSAN SAN

SAN

STS

STS STS STS STS STS

STS

SAN

SAN SAN

SAN

SAN SAN SAN

STS

SAN SAN

IRVING AVE.

STADIUM PL.

PARKING LOT #1

BIT. PAVE

GRANITE CURB

VA MEDICAL CENTER

BUILDING #1

ILD

CHILLER

BUILDING

VAMC GARAGE

BUILDING #19

WEISKOTTEN HALL

BIT. PAVE

WALKWAY BRIDGE

O2 O2 O2 O2 O2

O2 O2

FOS FOS

FOR FOR

GRANITE CURB

20,000 GALLON

U/G FUEL OIL

STORAGE TANK

TOP 471.9

BOTTOM 461.9

BOLLARDS (2)

15,000 GALLON

U/G FUEL OIL

STORAGE TANK

STORM MH

RIM:473.68

STORM MH

RIM:473.62

INV IN:470.10

INV OUT:469.07

STORM MH

RIM:473.02

STORM MH

RIM:470.62

LID

RIM:472.90

INV EL:466.45

SAN MH

RIM:471.08

INV IN:462.79

INV OUT:462.89

SAN MH

RIM:471.61

INV IN:464.55

INV OUT:463.81

SAN MH

RIM:471.87

INV IN:464.92

INV OUT:464.73

SAN MH

RIM:473.60

SAN MH

RIM:474.58

INV IN(S):465.43

INV IN(W):465.43

INV OUT:465.43

SAN MH

RIM:476.06

INV IN(S):467.53

INV IN(W):466.80

INV OUT:466.80

GRATED

STORM MH

RIM:476.51

INV OUT:473.51

SUMP EL:471.32

SAN MH

RIM:476.52

INV IN(N):469.61

INV IN(E):469.00

INV OUT:467.77

STORM MH

RIM:477.12

INV IN(W):471.58

INV IN(N):471.16

INV OUT:471.36

CATCH BASIN

TG:475.56

INV IN:472.96

INV OUT:472.71

ELEC

MHELEC MH

ABAN SAN MH

RIM:476.17

INV OUT:464.9

SAN MH

RIM:476.99

INV IN:471.24

INV OUT:471.12

STORM MH

RIM:477.09

INV: 473.16

8" PVC

GROUND

ROD

6" PVC

CATCH BASIN

TG:475.87

INV IN(N):473.75

INV IN(E):473.75

INV OUT:473.69

SAN MH

RIM:476.66

INV IN(E):463.29

INV IN(N):462.50

INV OUT:462.50

SAN MH

RIM:475.96

INV IN:462.41

INV OUT:462.36

SAN MH

RIM:475.45

INV IN(S):461.63

INV IN(W):471.60

INV IN(SE):461.66

INV IN(E):468.40

INV OUT:461.47

C-INLET

TG:475.06

INV OUT:472.26

TRENCH DRAIN

TG:477.14

INV: 476.54

TG:477.08

INV: 475.71

TG:477.08

TOP PIPE:474.71

FIRE ALRM BOXSTEAM MH,

VAULT

SAN MH

RIM:476.69

INV IN(S):460.46

INV IN(E):460.29

INV OUT:460.13

SAN MH

RIM:477.33

INV IN(S):460.95

INV IN(E):460.85

INV OUT:460.88

TELE MH

RIM:477.64

INV: 475.13

ELEC MH

RIM:477.91

INV:473.91

WATER VALVE

SEDIMENT FILLED

X X

O2 TANKSLIGHT

POLE

LIGHT POLE

LIGHT POLEFIRE HYDRANT

LOOP DETECTOR

TRENCH

WV WV WV WV WV WV

BOLLARDS (2)

FIRE HYDRANT

LOOP DETECTOR

MODULAR

BUILDINGS

BOLLARDS (2)

FIRE HYDRANT

SAN MH

GAS GAS GAS

UTILITY POLE

PEDESTRIAN CROSSING SIGNAL

FIRE

HYDRANT

TWS

FENCE

CONCRETE

FOUNDATION

ELEC MH

X X X X X X X X X X

X X

TWS

E E

EDGE OF

PARKING DECK

EDGE OF

PARKING DECK

TRENCH DRAIN

OIL INTERCEPTOR

UTILITY POLE

TRENCH DRAIN

LIGHT POLE

LIGHT

POLE

LIGHT POLE

LOADING DOCK

LIGHT POLE

EMERGENCYENTRANCEFFE 492.02

STONE

PLANTING

BEDMULCH

BED

CONCRETE

PAVERS

MULCH

BED

CONCRETE

PAVERS

STONE

PLANTING

BEDCONCRETE

PAVERS CONCRETE

PAVERS

CONCRETE

PAVERS

CONCRETE

PAVERS

MULCH

PLANTING BED

CONCRETE

PAVERS

MULCH

BED

STONE

BED

MULCH

BED

CONCRETE

PAVERS

CONCRETE

PAVERS

STONE

BED

MULCHED

LANDSCAPE

BED

STONE

LANDSCAPE

BED

MULCH

BED

MULCH

BED

CONCRETE

PAVERS

STONE

PLANTING

BED

STONE

BED

MULCH

BED

MULCH

BED

FENCE

TWS

BOLLARDS (6)

FIRE

HYDRANT

WALL

TREES (5)

HANDRAIL

TREES (3)

TREES (2)

TREE

TREES (2)

BARRICADE

TWS

ENTRANCE

SIGN

STOP SIGN

BOLLARDS (8)

CONCRETE

(STAMPED BRICK)

BRICK PAVERS

CONCRETE

(STAMPED BRICK)

GRANITE CURBSAWCUT

(APPROX. 34 LF)

30.2' [9.2m]

11.9' [3.6m]

5' [1.

.2'

[10 .7m

5.1

[1.

13.6' [4.2m]

.9'

[3.

] 15 .7'

[4.

GRANITE CURB

6.2

[1.

8.7'[2.6m]

8.7'[2.6m] 27.7'[8.4m]

5.1

[1.

.1'

[10 .7m

AMBULANCEENTRANCEFFE 492.07

MAINENTRANCEFFE 502.49

ENTRANCEFFE 502.49

(T.B.R.)

TO BE REMOVED

(T.B.R.)

3 3

(T.B.R.)

(T.B.R.)3

(T.B.R.)

TO BE REMOVED

(T.B.R.)

T.B.R.

OPHER WILLIAM GEARY

099085

T A T E OF NEW Y O

L IC

ENSED PROFESSIONAL ENGI

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 APRIL OF 2019.

AREAS SHOWN OUTSIDE THE SCOPE OF

WORK AND UNDERGROUND UTILITIES 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. ACELA

ARCHITECTS + ENGINEERS, 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. THE CONTRACTOR MAY CONDUCT TEST

PITS TO VERIFY EXISTING CONDITIONS.

TEST PITS CONDUCTED AT THE

CONTRACTORS CONVENIENCE TO VERIFY

EXISTING CONDITIONS SHALL BE AT THE

CONTRACTORS EXPENSE AND SHALL BE

APPROVED AND COORDINATED WITH THE

OWNER.

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 OFFICER 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 OUTSIDE 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. ANY EXISTING EARTH THAT IS DISTURBED AS PART OF THIS CONSTRUCTION IS TO BE ASSUMED TO BE UNSUITABLE FOR USE AS SUBGRADE OR BACKFILL AND REMOVED FROM VA PROPERTY. IN THE EVENT THAT EXISTING MATERIAL IS FOUND TO BE SUITABLE FOR

REUSE, THEN THE CONTRACTOR MUST PROVIDE CERTIFICATION OF SUITABILITY TO THE GOVERNMENT PRIOR TO REUSING ANY EXISTING MATERIAL.

9. 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.

SITE SYMBOLS - GENERAL

BENCHMARK:

SANITARY MANHOLE LOCATED IN MAIN ENTRANCE DRIVEWAY,

NORTHWEST OF FLAGPOLE ELEV: 500.11

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

CONCRETE

PLAN

DIMENSION

SITE SYMBOLS - CONCRETE/MASONRY

SITE SYMBOLS - UTILITIES

NOTE:

BLACK VERTICAL TEXT INDICATES PROPOSED FEATURES

GRAY SLANTED TEXT INDICATES EXISTING FEATURES

HYDRANT, FIRE

WATER VALVE

STORM SEWER LINE

UTILITY, WATER MANHOLEW

UTILITY, UTILITY POLE

UTILITY, SANITARY MANHOLES

UTILITY, ELECTRICAL MANHOLEE

SIGN

GAS VALVE

SANITARY SEWER LINE

WATER LINE

ELECTRIC LINE

EDGE OF PAVEMENT

EDGE OF STONE

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

DECIDUOUS TREES

DRAINAGE MANHOLE

DRAINAGE CATCH BASIN

DRAINAGE END SECTION

CS142

DETAIL NUMBER

DETAIL SHEET

STEAM MANHOLEST

BITUMINOUS

SITE SYMBOLS - ABBREVIATIONS

BIT

CONCRETECONC

ELECTRICELEC

EDGE OF PAVEMENTE.O.P.

CATCH BASINCB

STORMWATER PIPE ENDINV

CLEANOUTCO

SANITARY MANHOLESMH

SQUARE FEETSF

LINEAR FEETLF

APPROXIMATELYAPPROX

JUNCTION BOXJB

LIGHT POSTLP

PLAIN CEMENT CONCRETEPLCC

MANHOLEMH

TRAFFIC SIGNAL MANHOLETS

TELEPHONE LINE

FIRE ALARM LINE

STEAM LINE

CONDENSATE RETURN LINE

GAS LINE

OXYGEN LINE

FOS

CHILLED WATER SUPPY LINE

CHILLED WATER RETURN LINE

FUEL OIL SUPPLY LINE

FOR

FOV

FUEL OIL RETURN LINE

FUEL OIL VENT LINE

MULCH / LANDSCAPE BED

STONE / LANDSCAPE BED

CONCRETE (STAMPED BRICK)

BRICK PAVERS

TACTILE WARNING SURFACE

TACTILE WARNING SURFACETWS

REPLACE AS NECESSARYR.A.N.

SCALE: 1"=30'

60'30'0'

KEY MAP

1"=250'

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text A

AutoCAD SHX Text Drawing Title

AutoCAD SHX Text Approved: Project Director

AutoCAD SHX Text Project Title

AutoCAD SHX Text Date

AutoCAD SHX Text Location

AutoCAD SHX Text Checked

AutoCAD SHX Text Building Number

AutoCAD SHX Text Project Number

AutoCAD SHX Text Drawing Number

AutoCAD SHX Text Drawn

AutoCAD SHX Text Dwg. of

AutoCAD SHX Text Revisions:

AutoCAD SHX Text Date

AutoCAD SHX Text

CONSULTANTS:

AutoCAD SHX Text

ARCHITECT/ENGINEERS:

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

VA FORM 08-6231

AutoCAD SHX Text

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text Office of Construction and Facilities Management

AutoCAD SHX Text

CHRIS GEARY

AutoCAD SHX Text

PE# 099085

AutoCAD SHX Text 5/1/2019

AutoCAD SHX Text Witczak

AutoCAD SHX Text Geary

AutoCAD SHX Text Syracuse VA Medical Center

AutoCAD SHX Text Syracuse, NY

AutoCAD SHX Text

AutoCAD SHX Text 528A7-18-729

AutoCAD SHX Text

VAPAHCS PLANNING AND ENGINEERING

AutoCAD SHX Text E

AutoCAD SHX Text X

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text L

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text

811 OR 1-800-962-7962

AutoCAD SHX Text

REVISED PER 30% DESIGN REVIEW MEETING

AutoCAD SHX Text

REVISED PER 65% DESIGN REVIEW MEETING

AutoCAD SHX Text

REVISED PER 95% DESIGN REVIEW MEETING

AutoCAD SHX Text

AutoCAD SHX Text 5/23/19

AutoCAD SHX Text 6/13/19

AutoCAD SHX Text 6/25/19

AutoCAD SHX Text

AutoCAD SHX Text Existing Features & Demolition Plan

AutoCAD SHX Text

AutoCAD SHX Text Repair Existing Access Drive And Sidewalks

AutoCAD SHX Text 100% Submission

AutoCAD SHX Text

CS102

AutoCAD SHX Text

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text

SCALE

AutoCAD SHX Text Y

AutoCAD SHX Text D

Sheets and Views

GI001 Title Sheet

CS101 Pavement Condition Index Plan

CS102 Existing Features & Demolition Plan

CS103 Layout Plan

CS104 Grading Plan

CS105 Utility Plan

CS106 Access Road Plan & Profiile

CS107 Sidewalk & Ramp Plan

CS108 Sidewalk & Ramp Plan

CS109 Sidewalk & Ramp Plan

CS110 Sidewalk & Ramp Plan

CS111 Sidewalk & Ramp Plan

CS112 Sidewalk & Ramp Plan

CS113 Construction Details

CS114 Construction Details

CS115 Soil & Erosion Pollution Control Plan

CS116 Soil & Erosion Pollution Control Details

CS117 Overall Phasing Plan

OLE2

CS118 Maintenance & Protection of Traffic Plan

OLE2

CS119 Maintenance & Protection of Traffic Plan

OLE2

CS120 Maintenance & Protection of Traffic Plan

OLE2

CS121 Maintenance & Protection of Traffic Plan

OLE2

CS122 Maintenance & Protection of Traffic Details

OLE2

File details come from the government source that posted it. Updated Jun 4, 2020.