S02 - Final Plans.pdf

S

I

T

E

PE# 70200

3/5/2021 Marsiello-GearyGeary/Schadler

Lyons, NJ

561A4-20-102 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date: Dwg. ofDaniel J. Witczak

Veterans Health Administration New Jersey Health Care System

D

A

N

I

E

L

J W

T

C

Z

A

K

PROJECT

LOCATION

DRAWING INDEX

SHEET NO. DWG. NO. SHEET TITLE

GI001 1 OF 8 TITLE SHEET

GI002 2 OF 8 GENERAL NOTES SHEET

CS101 3 OF 8 EXISTING FEATURES & DEMOLITION PLAN

CS102 4 OF 8 SITE DEVELOPMENT PLAN

CS103 5 OF 8 GRADING & SPOTGRADE PLAN

CS104 6 OF 8 EROSION & SEDIMENTATION POLLUTION CONTROL PLAN

CS105 7 OF 8 CONSTRUCTION DETAILS

CS106 8 OF 8 CONSTRUCTION DETAILS

VA

U.S. Department of Veterans Affairs

LIST OF DRAWINGS

PROJECT CONTACT DIRECTORY

LOCATION MAP

CONTRACT SPECIALIST

CONTRACTING OFFICER REPRESENTATIVE (COR)

CIVIL ENGINEERS

APPROVALS

Approved by Medical Center Director Approved by Director of Facility Management Service

Approved by Project COR Approved by Medical Director

Approved by Infection Control Approved by Safety Officer

Approved by Project CO

Approved by

WIDEN CIRCLE DRIVE 1

AT

VETERANS HEALTH ADMINISTRATION

NEW JERSEY HEALTH CARE SYSTEM

PROJECT NUMBER: 561A4-20-102

151 KNOLLCROFT RD, LYONS, NJ 07939

SOURCE: GOOGLE MAPS

I HEREBY CERTIFY THAT ALL INFORMATION INDICATED ON THIS

DRAWING WAS OBTAINED OR VERIFIED BY ACTUAL MEASUREMENTS

IN THE FIELD, AND THAT EVERY EFFORT HAS BEEN MADE TO

FURNISH COMPLETE AND ACCURATE INFORMATION.

DANIEL J. WITCZAK , P.E. NJ #GE05270200

SCALE: 1" = 2,000'

SOURCE: USGS BERNARDSVILLE, NJ QUAD MAP

Mr. Nadi Atalla (COTR)

Nadi.Atalla@va.gov

Victoria Clark

Victoria.Clark6@va.gov acela architects + engineers, pc

2633 Moravian Avenue

Allentown, PA 18103

Daniel Witczak, PE

Cell: (610) 905-2838 dwitczak@acela-ae.com

PROFESSIONAL ENGINEER'S CERTIFICATION

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text J

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text Y

AutoCAD SHX Text No.

AutoCAD SHX Text

GE05270200

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Title Sheet

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

100% PLANS

AutoCAD SHX Text

FOR CONSTRUCTION

AutoCAD SHX Text

GI001

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Widen Circle Drive 1

PE# 70200

3/5/2021 Marsiello-GearyGeary/Schadler

Lyons, NJ

561A4-20-102 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date: Dwg. ofDaniel J. Witczak

Veterans Health Administration New Jersey Health Care System

D

A

N

I

T

C

Z

A

K

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 + ENGINEERING, PC. DURING SEPTEMBER 2020.

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 JERSEY STATE PLANE COORDINATE SYSTEM.

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

SUBSURFACE INVESTIGATION WAS PERFORMED BY TRINITY SUBSURFACE ENGINEERING DURING

10/2020. THE APPROXIMATE HORIZONTAL LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES, AS

OBSERVED DURING THE QUALITY LEVEL B INVESTIGATION, ARE DEPICTED ON THESE DRAWINGS.

THESE LOCATIONS SHALL BE CONSIDERED TO BE APPROXIMATE AND SHALL BE VERIFIED

(HORIZONTAL AND VERTICAL) BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ADDITIONALLY, DUE

TO SITE LIMITATIONS (UTILITY COMPOSITION, SIZE, DEPTH, SOIL SATURATION, UTILITY ACCESS, UTILITY CONGESTION, AVAILABILITY OF RECORD DRAWINGS, SITE ACCESS, ETC.) 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 AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. THE

CONTRACTOR MUST OBTAIN AN UNDERGROUND UTILITY LOCATOR COMPANY TO VERIFY THE

EXISTING UTILITIES. ACELA ARCHITECTS + ENGINEERS, PC. ASSUMES NO LIABILITY TO DAMAGE TO

ANY EXISTING UTILITY DURING CONSTRUCTION.

5. 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 8' HIGH TEMPORARY CONSTRUCTION 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 VETERANS HEALTH

ADMINISTRATION NEW JERSEY HEALTH CARE SYSTEM, LYONS NJ; 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. REMOVE ABANDONED OUTSIDE UTILITY LINES THAT WOULD INTERFERE WITH NEW CONSTRUCTION.

7. 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 VETERANS HEALTH ADMINISTRATION NEW JERSEY HEALTH CARE

SYSTEM, LYONS NJ 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.

8. CONTRACTOR SHALL REMOVE ALL EXCESS EXCAVATED MATERIAL FROM THE SITE AT THE

CONTRACTOR'S EXPENSE.

9. EXISTING BUILDING SIGN, SPEED LIMIT SIGN, AND POLICE PARKING ONLY SIGNS THAT ARE TO BE

RELOCATED SHALL BE REMOVED, STORED DURING CONSTRUCTION, AND RELOCATED AS INDICATED

ON THESE DRAWINGS. CARE SHALL BE TAKEN DURING REMOVAL SO THAT THEY ARE NOT DAMAGED

AND CAN BE REUSED. ANY DAMAGE RESULTING FROM REMOVAL SHALL BE REPAIRED BY THE

CONTRACTOR AT AND AT NO ADDITIONAL COST TO THE VA. IF THE EXISTING SIGN IS DAMAGED TO THE

POINT THAT ID CANNOT BE REUSED, A REPLACEMENT SIGN SHALL BE PROVIDED BY THE

CONTRACTOR. ANY REPLACEMENT SIGNS SHALL BE COORDINATED WITH THE COR.

CONCRETE REPAIR NOTES

1. EXPANSION JOINTS SHALL BE INSTALLED WHENEVER CONCRETE IS PLACED AGAINST ROADWAY

PAVEMENT, PARKING LOTS, BUILDINGS, OR STRUCTURES AND PER VA REQUIREMENTS

2. 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.

3. 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.

4. 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.

PAVEMENT RECONSTRUCTION NOTES

1. ALL WASTE, DEBRIS, UNSUITABLE, AND EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE AND

LAWFULLY DISPOSED OF.

2. SAWCUT PAVEMENT TO A DEPTH OF 2" WHERE MILLING OPERATIONS ABUT BITUMINOUS PAVEMENT TO

REMAIN. SEAL JOINT WITH 12" WIDE ASPHALT SEALANT.

3. POOR IN-SITU SOIL THAT IS DEEMED UNSUITABLE BY THE COR FOR USE AS PAVING SUBGRADE SHALL BE

OVER-EXCAVATED AND REPLACED WITH HIGHER QUALITY LOAD-BEARING FILL.

4. PAVEMENT RECONSTRUCTION AND ASSOCIATED IMPROVEMENTS TO BE STAGED TO MINIMIZE

DISRUPTION TO OFFICE FUNCTIONS. STAGING AREAS AND EQUIPMENT STORAGE SHALL BE

COORDINATED WITH THE CONTRACTING OFFICERS REPRESENTATIVE(COR).

5. REPAIR DAMAGED CURB AS INDICATED, OR AS NECESSARY IF ADDITIONAL DAMAGE OCCURS DURING

CONSTRUCTION.

6. ALL PAVEMENT MARKINGS AND ROAD SIGNS TO BE IN ACCORDANCE WITH THE CURRENT EDITION OF

THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

UTILITY NOTES

1. KEEP HYDRANTS CLEAR AND ACCESSIBLE AT ALL TIMES. PROHIBIT DEBRIS FROM ACCUMULATING

WITHIN A RADIUS OF 15 FT (4500 MM) OF FIRE HYDRANTS.

2. 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. THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT

LOCATIONS, SIZES AND ELEVATIONS OF THE EXISTING UTILITIES AND SHALL CONFIRM THAT THERE ARE

NO INTERFERENCES WITH EXISTING UTILITIES.

3. CONTRACTOR SHALL PERFORM A GROUND PENETRATING RADAR SCAN AND/OR TEST PITS TO

DETERMINE UNDERGROUND UTILITIES.

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

5. THE CONTRACTOR SHALL VERIFY DIMENSIONS OF STORM INLET BOXES PRIOR TO ORDERING GRADE

ADJUSTMENT RINGS OR TOP UNITS.

6. 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.

7. ANY EXISTING UTILITY STRUCTURE OR BOX IN VERTICAL CONFLICT WITH ANY NEW PAVEMENT

RECONSTRUCTION SHALL BE ADJUSTED.

8. RIM ELEVATIONS FOR DRAINAGE AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC

AND TELEPHONE PULL BOXES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND SHALL BE SET/RESET

AS FOLLOWS:

A. PAVEMENTS AND CONCRETE SURFACES: FLUSH

B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH

C. LANDSCAPE OR LOAM AND SEED AREAS: ONE INCH ABOVE SURROUNDING AREA AND TAPER EARTH

TO THE RIM ELEVATION.

9. ANY EXISTING UTILITY STRUCTURE, BOX OR POLE IN HORIZONTAL CONFLICT WITH ANY PAVEMENT

RECONSTRUCTION AND/OR WIDENING SHALL BE RELOCATED.

10. 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.

LAYOUT AND MATERIALS NOTES

1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY EXISTING PAVEMENTAND

WALKWAY ELEVATIONS AT INTERFACE WITH PROPOSED PAVEMENTS AND WALKWAYS, AS WELL AS

EXISTING GROUND ELEVATIONS ADJACENT TO MANHOLES AND DRAINAGE STRUCTURES TO ASSURE

PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES.

2. 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.

3. 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.

4. 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.

5. THE CONTRACTING OFFICER REPRESENTATIVE (COR) SHALL DIRECT THE ALIGNMENT OF THE SIDEWALK

IN AREAS WITHIN FIVE (5) FEET OF EXISTING TREES.

6. BOLLARD LOCATION SHALL BE VERIFIED BY CONTRACTOR WITH RELATION TO UNDERGROUND UTILITIES PRIOR TO

SETTING. THE COR AND DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DESIGN CONFLICTS.

GENERAL NOTES

1. THESE PLANS ARE FOR THE CONSTRUCTION OF NEW PARKING FACILITIES ALONG THE EAST SIDE OF

CIRCLE DRIVE IN FRONT OF BUILDING 9. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH

THE VETERANS HEALTH ADMINISTRATION NEW JERSEY HEALTH CARE SYSTEM, LYONS NJ.

2. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS TITLED WIDEN CIRCLE DRIVE 1 - VETERANS

HEALTH ADMINISTRATION NEW JERSEY HEALTH CARE SYSTEM, LYONS NJ , PREPARED BY ACELA

ARCHITECTS + ENGINEERS, PC.

3. THE CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-800-272-1000) AT LEAST 72 HOURS PRIOR TO

EXCAVATION. IF A ONE CALL IS UNABLE TO BE PERFORMED ON FEDERAL PROPERTY THE

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN UNDERGROUND LOCATOR COMPANY TO

MARK-OUT LOCATIONS OF UTILITIES PRIOR TO ANY EXCAVATION.

4. 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.

5. 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.

6. 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.

7. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT BECOME DISTURBED BY THE CONTRACTOR'S

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

CONTRACTOR'S EXPENSE.

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

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

9. 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.

10. 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.

11. 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.

12. 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.

13. 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 JERSEY DEPARTMENT OF TRANSPORTATION.

14. 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.

15. 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.

16. 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.

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

THE CONSTRUCTION SITE.

18. 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 (8' HIGH TEMPORARY

CONSTRUCTION FENCE) AROUND THE SITE PRIOR TO AND MAINTAINED DURING CONSTRUCTION.

19. 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 PRIOR TO THE COMMENCEMENT OF/OR CONSTRUCTION

OF ANY CHANGE. WITHOUT NOTIFICATION TO THE ENGINEER, 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 SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE.

20. CONSTRUCTION ACTIVITIES SHALL NOT CONFLICT WITH THE VETERANS HEALTH ADMINISTRATION

NEW JERSEY HEALTH CARE SYSTEM, LYONS NJ OPERATIONS AND EMPLOYEE PARKING. THE

CONTRACTOR SHALL COORDINATE ALL WORK WITH THE VETERANS HEALTH ADMINISTRATION NEW

JERSEY HEALTH CARE SYSTEM, LYONS NJ POLICE DEPARTMENT. WORK AFFECTING BUILDING

ENTRANCES, WALKWAYS, LOADING AREAS, PARKING, ETC. SHALL BE COORDINATED AND SCHEDULED

WITH THE VETERANS HEALTH ADMINISTRATION NEW JERSEY HEALTH CARE SYSTEM, LYONS NJ.

21. THE 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 CONTRACTOR DOCUMENTS. **NO EXCEPTION

ALLOWED**

EROSION CONTROL NOTES

1. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE EROSION & SEDIMENTATION

POLLUTION CONTROL PLAN 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 MARCH 1 TO JUNE 15 AND AUGUST 15 TO

OCTOBER 1.

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 JERSEY 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 OR PROPOSED 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 RECEIVING RUNOFF FROM THE PROJECT AREA 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. ALL DISTURBED SLOPES OF 4:1 OR STEEPER SHALL RECEIVE NAG S75 EROSION CONTROL MATTING

OR APPROVED EQUAL AND BE IMMEDIATELY STABILIZED.

17. AN 8' FOOT HIGH TEMPORARY CONSTRUCTION FENCE SHALL BE INSTALLED AROUND ALL EXCAVATED

AREAS.

18. THE CONTRACTOR SHALL COORDINATE WITH THE COR ON THE LOCATION OF THE STOCK PILE AREA.

TRAFFIC MANAGEMENT NOTES

1. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE MOVING LANE ALONG ROADWAYS AT ALL

TIMES, OR IF GIVEN PERMISSION BY THE LYONS VA NJ HEALTH CARE SYSTEM AND CONTRACTING

OFFICERS REPRESENTATIVE.

2. THE CONTRACTOR SHALL PROVIDE ALL SIGNAGE, BARRICADES, CAUTION TAPE, CONES AND BARRELS

REQUIRED TO FACILITATE A SAFE LANE OR SIDEWALK CLOSURE.

3. ALL CONSTRUCTION SIGNAGE SHALL BE APPROVED BY THE SAFETY OFFICER.

4. PEDESTRIAN ACCESS SHALL BE MAINTAINED AND MANAGED DURING SIDEWALK AND CROSSWALK

CLOSURES.

5. ACCESS TO ALL ROADWAYS AND DRIVEWAYS SHALL BE MAINTAINED DAILY AFTER CONSTRUCTION

ACTIVITIES HAVE CONCLUDED.

6. THE CONTRACTOR SHALL COORDINATE ANY ROADWAY, DRIVEWAY AND/OR SIDEWALK CLOSURES

WITH THE LYONS VA NJ HEALTH CARE SYSTEM PRIOR TO PERFORMING WORK.

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text J

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text Y

AutoCAD SHX Text No.

AutoCAD SHX Text

GE05270200

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text General Notes Sheet

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

100% PLANS

AutoCAD SHX Text

FOR CONSTRUCTION

AutoCAD SHX Text

GI002

AutoCAD SHX Text

AutoCAD SHX Text

X

X

X

X

NO PARKING

SIGN

E.O.P.

E.O.P.

CO

NC

. B

AR

RI

ER

CONC. SIDEWALK

NO PARKING

SIGN

LP

FH-12

WV

WVLP

LP

TWS

TWS

GBC

GB

C

BUILDING 135

COMMUNITY LIVING CENTER

PARKING SIGN

DO NOT ENTER

ONE WAY SIGN

E.O.P.

LP

NO PARKING SIGN

BOULDER

LP

LP

LP

LP

LP

E.O.P.

CANTEEN

SIGN

NO PARKING

SIGN

STOP SIGN

TWS

TWS

E.O.P.

TWS

GB

C

CO

NC

. S

ID

EW

AL

K

6' WIDE CONC. SIDEWALK

STEPS

W/ RAILING

RAILING

STEPS

W/ RAILING

(2) BOLLARDS

STOP

SIGN

SPEED

LIMIT

10 MPH

POLICE

VEHICLES

ONLY

BLDG. 9

SIGN

DS

12"

EVERG.

24"

DECD.

COMM-MH

24"

DECD.

2"

DECD.

24"

DECD.

30"

DECD.

6"

DECD.

6"

DECD.

30"

DECD.

14"

EVERG.

(2)WV

(2)WV FH

POLICE

VEHICLES ONLY

DO NOT ENTER

ONE WAY SIGN

ONE WAY

NO RIGHT TURN

SIGN

(2)CO

CONC. PAD

W/ BENCH

CONC. PAD

W/ BENCH

CO

FFE 306.86

D

DMH

RIM 303.36

8" PVC

8" P

VC

CB-1429

TG:289.38

CB-1307

TG: 300.00

8"

PV

C

EB

TRENCH DRAIN

W/6"

W/4"

W/4"

W/4"

8" PVC

WEST CIRCLE

DRIVE

8" PVC

304305

20"

EVERG.

X

X

X

X

10" W

ATERLINE

8" PVC

8" WATERLNE

10" W

ATERLINE ~

POLICE

VEHICLES ONLY

8" PVC

10" RCP

6" CLAY

CB-1067

TG:303.49

CB-1066

TG:303.36

CB-1065

TG:302.61

12" RCP

CB-1064

TG:300.81

D

CB-1062

RIM:302.11

8" P

VC

8" P

VC

8" P

VC

CB-1057

TG:291.49

CB-1058

TG:291.73

CB-1061

TG:298.69

CB-1060

TG:298.75

CB-1059

TG:298.76

CHILLED W

ATER LINE (APPROX.)

CHILLED W

ATER LINE

(APPROX.)

STEAM LINE

(APPROX.)

WALL

WALL

12"

EVERG.

SW

CT

(REL.)

(REL.)

(REL.)

(REL.)

(REL.)

(TBR)

BENCHMARK

C

BIT. PAVING

BIT. WALKING PATH

BIT. W

ALK

ING PATH

5.2' [1.6m]

.1'

[6.

1m

24.3' [7.4m]

12.1' [3.7m]

W/4" 6.5'[2m]

[6.

1m

1 (TBR)(TBR)4

BLDG

BLDG

BLDG

GAZEBO

O2

TANK

EXISTING CURBING TO BE REMOVED

SITE SYMBOL - DEMOLITION

TO BE REMOVED(T.B.R.)

EXISTING FULL DEPTH PAVEMENT

TO BE REMOVED

PAVEMENT SAWCUT

EXISTING CONCRETE TO BE REMOVED

RELOCATED

(SIGNAGE ONLY TO BE RELOCATED

BASE AND MATERIAL TO BE REMOVED)

(REL.)

SAWCUT PAVEMENTSWCT

VALVES TO BE ADJUSTED TO 1

4 INCH

BELOW FINISHED GRADE AS REQUIRED.

PAINT TO BE ERADICATED

SIGN TO BE REMOVED

REPLACE INLET FRAME & GRATE

EXISTING LAWN

TO BE REMOVED

4 REMOVE SIDEWALK TO NEAREST

JOINT

PE# 70200

3/5/2021 Marsiello-GearyGeary/Schadler

Lyons, NJ

561A4-20-102 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date: Dwg. ofDaniel J. Witczak

CALL 811 OR

1-800-272-1000

New Jersey

Veterans Health Administration New Jersey Health Care System

D

A

N

I

T

C

Z

A

K

SCALE: 1"=20'

40'20'0'

SITE SYMBOLS - GENERAL

BENCHMARK:

DRAINAGE MANHOLE (CB-1062) LOCATED NORTHWEST OF

THE BLDG 9 MAIN ENTRANCE ELEV: 302.11

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

CONCRETE

PLAN

DIMENSION

A

SITE SYMBOLS - CONCRETE/MASONRY

SITE SYMBOLS - UTILITIES

NOTE:

VERTICAL TEXT INDICATES NEW FEATURES

SLANTED TEXT INDICATES EXISTING FEATURES

HYDRANT, FIRE

WATER VALVE

STORM SEWER LINE

UTILITY, COMMUNICATION MANHOLEC

SIGN

WATER LINE

EDGE OF PAVEMENT

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

DECIDUOUS TREES

DRAINAGE MANHOLE

DRAINAGE CATCH BASIN

D

CS142

DETAIL NUMBER

DETAIL SHEET

STEAM MANHOLEST

SITE SYMBOLS - ABBREVIATIONS

STEAM LINE

CHILLED WATER SUPPLY LINE

MULCH / LANDSCAPE BED

TACTILE WARNING SURFACE

APPROX APPROXIMATELY

BIT BITUMINOUS

CB CATCH BASIN

CO CLEANOUT

COMM COMMUNICATION

CONC CONCRETE

DECD. DECIDUOUS TREE

DMH DRAINAGE MANHOLE

DS DOWN SPOUT

EB ELECTRIC BOX

E.O.P. EDGE OF PAVEMENT

EVERG EVERGREEN TREE

GBC GRANITE BLOCK CURB

INV STORMWATER PIPE END

LF LINEAR FEET

LP LIGHT POLE, LAMP POST

PVC POLYVINYL CHLORIDE PIPE

RCP REINFORCED CONCRETE PIPE

SF SQUARE FEET

TMH TELEPHONE MANHOLE

TWS TACTILE WARNING SURFACE

LAMP POST

EVERGREEN TREES

EDGE OF SHRUBS

COMMUNICATION LINE

UNDERGROUND ELECTRIC LINE

WTR

ST

CWS

COMM

U/E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text J

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text Y

AutoCAD SHX Text No.

AutoCAD SHX Text

GE05270200

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Existing Features & Demolition Plan

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

100% PLANS

AutoCAD SHX Text

FOR CONSTRUCTION

AutoCAD SHX Text

CS101

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Widen Circle Drive 1

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text

SCALE

SITE SYMBOL - IMPROVEMENTS

GRANITE BLOCK CURB

SAWCUT LINE

ADA PARKING SYMBOL

SITE SYMBOL - STRIPING

FULL DEPTH PAVEMENT

CONCRETE

4" WHITE PAINT

NEW SIGN

MATCH EXISTING

SITE SYMBOL - CURBING

DEPRESSED CURB

SITE SYMBOL - SIGNAGE

RELOCATED BUILDING SIGNAGE

(TO BE INSTALLED WITH NEW BASE)

RELOCATED SPEED LIMIT SIGNAGE

(TO BE INSTALLED WITH NEW BASE AND POST)

RELOCATED POLICE PARKING ONLY SIGNAGE

(TO BE INSTALLED WITH NEW BASE AND POST)

MATCH NEW SIDEWALK TO EXISTING

SIDEWALK

SITE SYMBOL - CONCRETE

A

LIFE-SAFETY PROTECTED FACILITY

STANDOFF DISTANCE

NEW TACTILE WARNING STRIP

4" BLUE PAINT 45° @ 5' C-C

24" WIDE WHITE PAINT @ 4' C-C

NEW EMERGENCY VEHICLE

PARKING ONLY SIGN

NEW ADA PARKING/VAN

ACCESSIBLE SIGN MOUNTED ON

SIGN POST WITH BOLLARD

(3) BOLLARDS WITH DECORATIVE COVER

5' C-C SPACING MAX

SET 0'-11" FROM TOP FRONT OF CURB TO CENTER OF

BOLLARD

CURB TAPER

B C

BOLLARD

(1) SIGN POST WITH BOLLARD

SET 0'-11" FROM TOP FRONT OF CURB TO

CENTER OF BOLLARD

* BOLLARD LOCATION SHALL BE VERIFIED BY CONTRACTOR WITH

RELATION TO UNDERGROUND UTILITIES PRIOR TO SETTING.

THE COR AND DESIGN ENGINEER SHALL BE NOTIFIED OF

ANY DESIGN CONFLICTS.

DEPRESSED GRANITE BLOCK CURB

NO PARKING SIGN

LP

LP

LP

LP

E.O.P.

CANTEEN

SIGN

NO PARKING

SIGN

TWS

GB

C

CO

NC

. S

ID

EW

AL

K

6' WIDE CONC. SIDEWALK

STEPS

W/ RAILING

RAILING

STEPS

W/ RAILING

(2) BOLLARDS

STOP

SIGN

12"

EVERG.

24"

DECD.

COMM-MH

24"

DECD.

2"

DECD.

24"

DECD.

30"

DECD.

6"

DECD.

6"

DECD.

14"

EVERG.

CONC. PAD

W/ BENCH

FFE 306.86

D

BLDG

20"

EVERG.

X

X

X

X

X

X

X

X

D

WALL

12"

EVERG.

BENCHMARK

C

BIT. PAVING

G

B

C

ADJUST

VALVES

AS NECESSARY

S A

W

C U

T

REPLACE

INLET

FRAME & GRATE

18' [5.5m]

ADJUST VALVES

AS NECESSARY

B

A

12' [3.7m]

18' [5.5m]

FULL DEPTH

PAVEMENT

(3,556 S.F.

APPROX.)

CONCRETE

SIDEWALK

(1,058 S.F. APPROX.)

12.3' [3.8m]

5' [1.5m]

9' [2.

7m

5' [1.5m]

25' [7.6m]

25' [7.6m]

9' [2.

7m

R3' [R.9m]

8' [2.

4m

5' [1.

5m

8' [2.

4m

R5' [R1.5m]

26' [7.9m]

R5' [R1.5m]

10' [3m]

CB

C

C6' [1.

8m

CONCRETE SIDEWALK

(76 S.F. APPROX.)

FULL DEPTH PAVEMENT

(26 S.F. APPROX.)

G

B

C

G

B

C

A

ADJUST VALVES

AS NECESSARY

PE# 70200

3/5/2021 Marsiello-GearyGeary/Schadler

Lyons, NJ

561A4-20-102 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date: Dwg. ofDaniel J. Witczak

CALL 811 OR

1-800-272-1000

New Jersey

Veterans Health Administration New Jersey Health Care System

D

A

N

I

T

C

Z

A

K

SITE SYMBOLS - GENERAL

BENCHMARK:

DRAINAGE MANHOLE (CB-1062) LOCATED NORTHWEST OF

THE BLDG 9 MAIN ENTRANCE ELEV: 302.11

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

CONCRETE

PLAN

DIMENSION

A

SITE SYMBOLS - CONCRETE/MASONRY

SITE SYMBOLS - UTILITIES

NOTE:

VERTICAL TEXT INDICATES NEW FEATURES

SLANTED TEXT INDICATES EXISTING FEATURES

HYDRANT, FIRE

WATER VALVE

STORM SEWER LINE

UTILITY, COMMUNICATION MANHOLEC

SIGN

WATER LINE

EDGE OF PAVEMENT

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

DECIDUOUS TREES

DRAINAGE MANHOLE

DRAINAGE CATCH BASIN

D

CS142

DETAIL NUMBER

DETAIL SHEET

STEAM MANHOLEST

SITE SYMBOLS - ABBREVIATIONS

STEAM LINE

CHILLED WATER SUPPLY LINE

MULCH / LANDSCAPE BED

TACTILE WARNING SURFACE

APPROX APPROXIMATELY

BIT BITUMINOUS

CB CATCH BASIN

CO CLEANOUT

COMM COMMUNICATION

CONC CONCRETE

DECD. DECIDUOUS TREE

DMH DRAINAGE MANHOLE

DS DOWN SPOUT

EB ELECTRIC BOX

E.O.P. EDGE OF PAVEMENT

EVERG EVERGREEN TREE

GBC GRANITE BLOCK CURB

INV STORMWATER PIPE END

LF LINEAR FEET

LP LIGHT POLE, LAMP POST

PVC POLYVINYL CHLORIDE PIPE

RCP REINFORCED CONCRETE PIPE

SF SQUARE FEET

TMH TELEPHONE MANHOLE

TWS TACTILE WARNING SURFACE

LAMP POST

EVERGREEN TREES

EDGE OF SHRUBS

COMMUNICATION LINE

UNDERGROUND ELECTRIC LINE

WTR

ST

CWS

COMM

U/E

SCALE: 1"=10'

20'10'0'

CS105

CS105

CS105

CS105

CS105

CS105

CS105

CS105

CS105

CS105

CS105

CS105

CS105

CS105

CS105

CS105

CS105

CS105

CS105

CS105

CS105

CS105

CS105

CS105

CS106

CS106

CS106

CS106

CS106

CS105

CS105

CS105

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text J

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text Y

AutoCAD SHX Text No.

AutoCAD SHX Text

GE05270200

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Site Development Plan

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

100% PLANS

AutoCAD SHX Text

FOR CONSTRUCTION

AutoCAD SHX Text

CS102

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Widen Circle Drive 1

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text

STORMWATER - LEGEND

B

NEW MINOR CONTOUR

NEW MAJOR CONTOUR605

560.00

EXISTING SPOT ELEVATION

NEW SPOT ELEVATION

560.00

A

VALVES TO BE SHALL BE

ADJUSTED TO ¼ INCH BELOW

FINISH GRADE AS REQUIRED.

DEPRESSED CURB

3 MATCH NEW CURB TO

EXISTING CURB

TC 499.50

BC 499.00

SPOT GRADE

TC: TOP OF CURB

BC: BOTTOM OF CURB

SITE SYMBOL - IMPROVEMENTS

GRANITE BLOCK CURB

SAWCUT LINE

CONCRETE

REMOVE & REPLACE INLET

FRAME & GRATE

MATCH NEW SIDEWALK TO

EXISTING SIDEWALK

NEW INLET FRAME & GRATE

LP

LP

LP

LP

E.O.P. TWS

GB

C

CO

NC

. S

ID

EW

AL

K

6' WIDE CONC. SIDEWALK

STEPS

W/ RAILING

RAILING

STEPS

W/ RAILING

(2) BOLLARDS

COMM-MH

(2)WV

(2)WV

FH

(2)CO

CONC. PAD

W/ BENCH

FFE 306.86

D

DMH

RIM 303.36

CB-1429

TG:289.38

CB-1307

TG: 300.00

BLDG

X

X

X

X

X

X

X

X

8" WATERLNE

10" W

ATERLINE

D

CB-1062

RIM:302.11

CB-1057

TG:291.49

CB-1058

TG:291.73

CB-1061

TG:298.69

CB-1060

TG:298.75

CB-1059

TG:298.76

CHILLED W

ATER LINE (APPROX.)

WALL

DS

DS

DS

DS

DS

DS

BENCHMARK

C

BIT. PAVING

G

B

C

S A

W

C U

T

G

B

C

G

B

C

BC 291.65

BC 300.62

TC 301.28

TC 292.40

A

B

B

B

B

299.23

299.05

298.88

298.71

298.91

298.72

299.35

299.06

299.62

1.9

1.8%

1.8%

.0

BC:298.96

TC:298.96

BC:298.63

TC:299.13

299.23

299.36

299.15

299.06

BC:299.37

TC:299.37

299.47

BC:300.85

TC:301.35

301.45

BC:299.74

TC:300.24

292.77

294.43

BC:298.54

TC:298.54

BC:299.21

TC:299.21

BC:299.06

TC:299.06

BC:299.90

TC:300.40

2.0%

2.0%

2.0

.0

300.50

300.18

299.31

299.16

BC:298.60

TC:299.10

BC:293.65

TC:294.15

.0

BC:293.81

TC:294.31

BC:293.31

TC:293.81

BC:292.24

TC:292.74

BC:298.30

TC:298.80

BC:298.42

TC:298.42

BC:298.38

TC:298.88

299.13

BC:300.61

TC:301.11

.0

299.64

299.60

299.99

299.95

300.31

300.27

297.71

297.67

296.67

296.63

295.70

295.66

294.81

294.77

293.31 293.27

292.81

293.91

294.50

BC:296.35

TC:296.85

BC:297.25

TC:297.75

BC:295.45

TC:295.95

BC:298.58

TC:299.08

BC:298.91

TC:299.41

PE# 70200

3/5/2021 Marsiello-GearyGeary/Schadler

Lyons, NJ

561A4-20-102 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date: Dwg. ofDaniel J. Witczak

CALL 811 OR

1-800-272-1000

New Jersey

Veterans Health Administration New Jersey Health Care System

D

A

N

I

T

C

Z

A

K

SITE SYMBOLS - GENERAL

BENCHMARK:

DRAINAGE MANHOLE (CB-1062) LOCATED NORTHWEST OF

THE BLDG 9 MAIN ENTRANCE ELEV: 302.11

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

CONCRETE

PLAN

DIMENSION

A

SITE SYMBOLS - CONCRETE/MASONRY

SITE SYMBOLS - UTILITIES

NOTE:

VERTICAL TEXT INDICATES NEW FEATURES

SLANTED TEXT INDICATES EXISTING FEATURES

HYDRANT, FIRE

WATER VALVE

STORM SEWER LINE

UTILITY, COMMUNICATION MANHOLEC

SIGN

WATER LINE

EDGE OF PAVEMENT

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

DECIDUOUS TREES

DRAINAGE MANHOLE

DRAINAGE CATCH BASIN

D

CS142

DETAIL NUMBER

DETAIL SHEET

STEAM MANHOLEST

SITE SYMBOLS - ABBREVIATIONS

STEAM LINE

CHILLED WATER SUPPLY LINE

MULCH / LANDSCAPE BED

TACTILE WARNING SURFACE

APPROX APPROXIMATELY

BIT BITUMINOUS

CB CATCH BASIN

CO CLEANOUT

COMM COMMUNICATION

CONC CONCRETE

DECD. DECIDUOUS TREE

DMH DRAINAGE MANHOLE

DS DOWN SPOUT

EB ELECTRIC BOX

E.O.P. EDGE OF PAVEMENT

EVERG EVERGREEN TREE

GBC GRANITE BLOCK CURB

INV STORMWATER PIPE END

LF LINEAR FEET

LP LIGHT POLE, LAMP POST

PVC POLYVINYL CHLORIDE PIPE

RCP REINFORCED CONCRETE PIPE

SF SQUARE FEET

TMH TELEPHONE MANHOLE

TWS TACTILE WARNING SURFACE

LAMP POST

EVERGREEN TREES

EDGE OF SHRUBS

COMMUNICATION LINE

UNDERGROUND ELECTRIC LINE

WTR

ST

CWS

COMM

U/E

SCALE: 1"=10'

20'10'0'

CS106

CS106

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text W

AutoCAD SHX Text J

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text Y

AutoCAD SHX Text No.

AutoCAD SHX Text

GE05270200

AutoCAD SHX Text S

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text C

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text A

AutoCAD SHX Text L

AutoCAD SHX Text N

AutoCAD SHX Text O

AutoCAD SHX Text P

AutoCAD SHX Text R

AutoCAD SHX Text O

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text G

AutoCAD SHX Text I

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Grading & Spotgrade Plan

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

100% PLANS

AutoCAD SHX Text

FOR CONSTRUCTION

AutoCAD SHX Text

CS103

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Widen Circle Drive 1

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text

NEW MINOR CONTOUR

NEW MAJOR CONTOUR605

560.00 NEW SPOT ELEVATION

SITE SYMBOL - IMPROVEMENTS

GRANITE BLOCK CURB

SAWCUT LINE

CONCRETE

LP

LP

LP

TWS

GB

C

CO

NC

. S

ID

EW

AL

K

6' WIDE CONC. SIDEWALK

STEPS

W/ RAILING

RAILING

(2)WV

(2)WV

FH

CONC. PAD

W/ BENCH

CB-1429

TG:289.38

CB-1307

TG: 300.00

10" W

ATERLINE

D

CB-1062

RIM:302.11

CB-1057

TG:291.49

CB-1058

TG:291.73

CB-1059

TG:298.76

CHILLED W

ATER LINE (APPROX.)

DS

DS

BENCHMARK

G

B

C

S A

W

C U

T

G

B

C

G

B

C

IP

IP

IP

IP

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

8' FOOT HIGH

TEMPORARY

CONSTRUCTION FENCE

CW

SF

X

X

X

X

X

X

X

X

SITE SYMBOL - IMPROVEMENTS

INLET FILTER IP

X 8' HIGH CONSTRUCTION FENCE

NOTE:

THE CONTRACTOR SHALL COORDINATE WITH THE COR

ON THE LOCATION OF THE STOCK PILE AREA AND STAGING AREA.

CONCRETE WASHOUTCW

SILT FENCESF

PE# 70200

3/5/2021 Marsiello-GearyGeary/Schadler

Lyons, NJ

561A4-20-102 Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Facilities

Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date: Dwg. ofDaniel J. Witczak

CALL 811 OR

1-800-272-1000

New Jersey

Veterans Health Administration New Jersey Health Care System

D

A

N

I

T

C

Z

A

K

SITE SYMBOLS - GENERAL

BENCHMARK:

DRAINAGE MANHOLE (CB-1062) LOCATED NORTHWEST OF

THE BLDG 9 MAIN ENTRANCE ELEV: 302.11

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

CONCRETE

PLAN

DIMENSION

A

SITE SYMBOLS - CONCRETE/MASONRY

SITE SYMBOLS - UTILITIES

NOTE:

VERTICAL TEXT INDICATES NEW FEATURES

SLANTED TEXT INDICATES EXISTING FEATURES

HYDRANT, FIRE

WATER VALVE

STORM SEWER LINE

UTILITY, COMMUNICATION MANHOLEC

SIGN

WATER LINE

EDGE OF PAVEMENT

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

DECIDUOUS TREES

DRAINAGE MANHOLE

DRAINAGE CATCH BASIN

D

CS142

DETAIL NUMBER

DETAIL SHEET

STEAM MANHOLEST

SITE SYMBOLS - ABBREVIATIONS

STEAM LINE

CHILLED WATER SUPPLY LINE

MULCH / LANDSCAPE BED

TACTILE WARNING SURFACE

APPROX APPROXIMATELY

BIT BITUMINOUS

CB CATCH BASIN

CO CLEANOUT

COMM COMMUNICATION

CONC CONCRETE

DECD. DECIDUOUS TREE

DMH DRAINAGE MANHOLE

DS DOWN SPOUT

EB ELECTRIC BOX

E.O.P. EDGE OF PAVEMENT

EVERG EVERGREEN TREE

GBC GRANITE BLOCK CURB

INV STORMWATER PIPE END

LF LINEAR FEET

LP LIGHT POLE, LAMP POST

PVC POLYVINYL CHLORIDE PIPE

RCP REINFORCED CONCRETE PIPE

SF SQUARE FEET

TMH TELEPHONE MANHOLE

TWS TACTILE WARNING SURFACE

LAMP POST

EVERGREEN TREES

EDGE OF SHRUBS

COMMUNICATION LINE

UNDERGROUND ELECTRIC LINE

WTR

ST

CWS

COMM

U/E

SCALE: 1"=10'

20'10'0'

NOTES:

1. OVER EXCAVATE SINKHOLE THROAT TO REMOVE ALL SOIL

AND LOOSE ROCK.

2. SHOULD SINKHOLE THROAT OR FRACTURED BEDROCK BE

ENCOUNTERED IN BOTTOM OF EXCAVATION, HIGH SLUMP LEAN

CONCRETE OR FLOWABLE FILL SHOULD BE PLACED IN HOLE

SUFFICIENT TO PLUG THROAT OR FRACTURES.

3. IF NO THROAT OR BEDROCK IS ENCOUNTERED EXCAVATE UNTIL FIRM

SOIL IS ENCOUNTERED ON ALL SIDES AND BOTTOM OF EXCAVATION.

4. AFTER LEAN CONCRETE OR GROUT CURES, PLACE BENTONITE

CLAY/SOIL (1 TO 2 LBS./S.F., 8" LIFT, 95% MOD. PROCTOR). PLACE

COMPACTED FINE-GRAINED NATIVE CLAY FILL (8" LIFTS, 95% MOD.

PROCTOR) EVERY OTHER LIFT TO 12" BELOW FINAL GRADE.

5. INSTALL BENTONITE CLAY/SOIL CAP 10' BEYOND THE

EXCAVATION AS SHOWN.

6. GRADE NATIVE CLAY TO DRAIN AWAY FROM THE AREA.

7. PLACE 4" OF TOPSOIL, RESEED OR SOD TO STABILIZE.

8. ALL STABILIZATION WORK SHOULD BE DONE UNDER

SUPERVISION OF A NJ LICENSED PROFESSIONAL

GEOLOGIST OR PROFESSIONAL ENGINEER

EXPERIENCED WITH KARST GEOLOGY AND FAMILIAR

WITH SITE AND FOUNDATION CONDITIONS.

2"X2"X36" WOODEN

STAKES PLACED 5'

O.C.

DIRECT CONCRETE

WASHOUT WATER

INTO FILTER RING

24" DIAMETER

COMPOST FILTER

SOCK. 4' MIN.

OVERLAP ON

UPSLOPE SIDE OF

FILTER RING

2"X2"X36" WOODEN

STAKES PLACED 5'

O.C.

MAXIMUM DEPTH OF

CONCRETE WASHOUT

WATER IS 60% OF FILTER

RING HEIGHT

24" DIAMETER

COMPOST FILTER

SOCK

NOTES:

1. INSTALL ON FLAT GRADE FOR OPTIMUM

PERFORMANCE.

2. 18" DIAMETER FILTER SOCK MAY BE STACKED

ONTO DOUBLE 24" DIAMETER SOCKS IN

PYRAMIDAL CONFIGURATION FOR ADDED

HEIGHT.

3. CONTRACTORS SHALL UTILIZE THE CONCRETE

WASHOUT WHEN CLEANING CHUTES, MIXERS,

HOPPERS, OR ANY OTHER TOOLS USED FOR

CONCRETE CONSTRUCTION. UNDER NO

CIRCUMSTANCES MAY WASH WATER FROM

VEHICLES OR TOOLS BE ALLOWED TO ENTER

AND DRAINAGE STRUCTURES OR SURFACE

WATERS

MAINTENANCE NOTE:

1. CONCRETE WASHOUT SHALL BE INSPECTED

WEEKLY AND BE CLEANED OUT WHEN MORE

THEN HALF FULL.

2. CONTRACTOR SHALL MAINTAIN LOG OF WEEKLY

INSPECTIONS, INCLUDING DATE, TIME,

INSPECTOR NAME, AND ACTIONS TAKEN. THE

LOG SHALL BE SUBMITTED TO THE COR ON A

WEEKLY BASIS

A SUITABLE IMPERVIOUS GEOMEMBRANE SHALL BE PLACED AT THE LOCATION OF THE

WASHOUT PRIOR TO THE INSTALLING SOCKS.

INLET FILTER - TYPE 1

N.T.S.

SOURCE: NJDOT ROADWAY CONSTRUCTION DETAILS - DETAIL CD-158-2.4

COMPOST SOCK WASHOUT DETAIL

N.T.S.

SINKHOLE MITIGATION DETAIL

N.T.S.

SEDIMENT CONTROL TANK OR BAG

N.T.S.

SOURCE: NJDOT ROADWAY CONSTRUCTION DETAILS - DETAIL CD-158-3.4

SILT FENCE

N.T.S.

SOURCE: NJDOT ROADWAY CONSTRUCTION DETAILS - DETAIL CD-158-1.1 & CD-158-1.2

INLET FILTER - TYPE 2

N.T.S.

SOURCE: NJDOT ROADWAY CONSTRUCTION DETAILS - DETAIL CD-158-2.5

1 2

CS104

CS104

CS104

CS104

CS104

NOTES:

SEED AND SOIL AMENDMENTS SHALL BE APPLIED

ACCORDING TO THE RATES IN THE PLAN DRAWINGS

PRIOR TO INSTALLING THE BLANKET.

PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN

SIMILAR FASHION AS AT TOP OF SLOPE.

SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS,

STICKS, AND GRASS.

BLANKET SHALL HAVE GOOD CONTINUOUS CONTACT

WITH UNDERLYING SOIL THROUGHOUT ENTIRE LENGTH.

LAY BLANKET LOOSELY AND STAKE OR STAPLE TO

MAINTAIN DIRECT CONTACT WITH SOIL. DO NOT

STRETCH BLANKET.

THE BLANKET SHALL BE STAPLED IN ACCORDANCE

WITH THE MANUFACTURER'S RECOMMENDATIONS.

BLANKETED AREAS SHALL BE INSPECTED WEEKLY AND

AFTER EACH RUNOFF EVENT UNTIL PERENNIAL

VEGETATION IS ESTABLISHED TO A MINIMUM UNIFORM

70% COVERAGE THROUGHOUT THE BLANKETED AREA.

DAMAGED OR DISPLACED BLANKETS SHALL BE

RESTORED OR REPLACED WITHIN 4 CALENDAR DAYS.

BLANKET EDGES STAPLED

AND OVERLAPPED

(4 IN. MIN.)

INSTALL BEGINNING OF ROLL IN

6 IN. x 6 IN. ANCHOR TRENCH, STAPLE, BACKFILL AND

COMPACT SOIL

STARTING AT TOP OF SLOPE,

ROLL BLANKETS IN DIRECTION

OF WATER FLOW

PREPARE SEED BED

(INCLUDING APPLICATION OF LIME,

FERTILIZER AND SEED) PRIOR TO

BLANKET INSTALLATION

REFER TO MANUF. RECOMMENDED

STAPLING PATTERN FOR STEEPNESS

AND LENGTH OF SLOPE BEING

BLANKETED

THE BLANKET SHOULD

NOT BE STRETCHED; IT

MUST MAINTAIN GOOD

SOIL CONTACT

OVERLAP BLANKET ENDS 6 IN. MIN. WITH

THE UPSLOPE BLANKED OVERLYING THE

DOWNSLOPE BLANKET (SHINGLE STYLE).

STAPLE SECURELY.

Drawn on: 5-4-17

Disclaimer:

The information presented herein is general design information only. For specific applications, consult an independent professional for further design guidance.

STAPLE

PATTERN GUIDE

NOTES:

* Use ECMDS for more accurate staple pattern selection.

2"-5" (5-12.5cm)

3.3'…