S02-FINAL DRAWINGS 1 of 2.pdf

Christopher W. Geary PE# 099085

Albany Stratton VAMC Albany, NY 12208

528A8-16-807

CH

RI

ST

OPHER WILLIAM GEARY

099085

S

T A T E OF NEW Y O

RK

L IC

ENSED PROFESSIONAL ENGI

NE

ER

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions: Date: 1/19/2021 Witczak Geary

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Dwg. of

Drawing Title

Approved:

Phase

Project Director

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

DESIGN - REPAIR PARKING LOT

FOR

ALBANY STRATTON VAMC

PROJECT NUMBER: 528A8-16-807

CONTRACT NUMBER: 36C24220C0043

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.

CHRISTOPHER GEARY, P.E. PE #099085

AN AUTHORIZED SIGNATURE BELOW INDICATES THE DEPARTMENT OF

VETERANS AFFAIRS APPROVAL.

AUTHORIZED SIGNATURE DATE

PRINTED NAME TITLE

LOCATION MAP

SCALE: 1" = 1,000'

SOURCE: USGS ALBANY, NY QUADRANGLE MAP

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GI001 1 OF 42 TITLE SHEET

GI002 2 OF 42 GENERAL NOTES SHEET

GI003 3 OF 42 SUMMARY OF QUANTITIES

CS101 4 OF 42 EXISTING FEATURES & DEMOLITION PLAN

CS102 5 OF 42 LAYOUT PLAN

CS103 6 OF 42 CONSTRUCTION PLAN

CS104 7 OF 42 GRADING PLAN

CS105 8 OF 42 SPOT GRADE PLAN

CS106 9 OF 42 SPOT GRADE TABLES

CS107 10 OF 42 UTILITY PLAN

CS108 11 OF 42 STORMWATER PROFILE PLAN

CS109 12 OF 42 STORMWATER PROFILE PLAN

CS110 13 OF 42 ROADWAY PROFILES PLAN

CS111 14 OF 42 ROADWAY PROFILES PLAN

CS112 15 OF 42 ADA RAMP DETAIL

CS113 16 OF 42 ADA RAMP DETAIL

CS114 17 OF 42 ADA PARKING DETAIL

CS115 18 OF 42 DRIVEWAY DETAIL PLAN

CS116 19 OF 42 LIGHTING & ELECTRICAL PLAN

CS117 20 OF 42 CONSTRUCTION DETAILS

CS118 21 OF 42 CONSTRUCTION DETAILS

CS119 22 OF 42 CONSTRUCTION DETAILS

CS120 23 OF 42 CONSTRUCTION DETAILS

CS121 24 OF 42 CONSTRUCTION DETAILS

CS122 25 OF 42 CONSTRUCTION DETAILS

CS123 26 OF 42 CONSTRUCTION DETAILS

CS124 27 OF 42 CONSTRUCTION DETAILS

CS125 28 OF 42 CONSTRUCTION DETAILS

CS126 29 OF 42 CONSTRUCTION DETAILS

CS127 30 OF 42 CONSTRUCTION DETAILS

CS128 31 OF 42 OVERALL PHASING PLAN

CS129 32 OF 42 PHASE 1 CONSTRUCTION

CS130 33 OF 42 PHASE 1 FINAL PLAN

CS131 34 OF 42 PHASE 2 CONSTRUCTION

CS132 35 OF 42 PHASE 2 FINAL PLAN

CS133 36 OF 42 PHASE 3 CONSTRUCTION

CS134 37 OF 42 PHASE 3 FINAL PLAN

CS135 38 OF 42 PHASE 4 CONSTRUCTION

CS136 39 OF 42 PHASE 4 FINAL PLAN

CS137 40 OF 42 PHASE 5 CONSTRUCTION

CS138 41 OF 42 PHASE 5 FINAL PLAN

CS139 42 OF 42 EARTHWORK VOLUME PLAN

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528A8-16-807

CH

RI

ST

OPHER WILLIAM GEARY

099085

S

T A T E OF NEW Y O

RK

L IC

ENSED PROFESSIONAL ENGI

NE

ER

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions: Date: 1/19/2021 Witczak Geary

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Dwg. of

Drawing Title

Approved:

Phase

Project Director

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

EXISTING CONDITIONS NOTES

1. THE EXISTING FEATURES PLAN INFORMATION SHOWN IN THIS PLAN SET IS BASED ON DRAWINGS PROVIDED BY

THE DEPARTMENT OF VETERAN AFFAIRS. NO BOUNDARY SURVEY WAS PERFORMED. THE FIELD SURVEY WAS PERFORMED BY PATRIOT DESIGN & CONSULTING ON DECEMBER 8, 2018. THE PROPOSED INFORMATION IS AS

ACCURATE AS THE PREPARED SURVEY.

2. IT IS ASSUMED ONLY THOSE ITEMS VISIBLE ON THE GROUND AT THE TIME OF SURVEY WERE LOCATED AND SHOWN ON THIS PLAN. THE VA CONTRACTED A SUBSURFACE UTILITY COMPANY TO LOCATE UNDERGROUND UTILITIES. THE UTILITIES SHOWN HEREON ARE A RESULT OF SURFACE AND SUBSURFACE INVESTIGATION.

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, P.C. 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 IS ENCOURAGED TO 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 COR.

DEMOLITION NOTES

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

MINIMIZE NOISE; 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.

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; ANY 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. COMPLETELY DEMOLISH AND REMOVE BUILDINGS AND STRUCTURES, INCLUDING ALL APPURTENANCES

RELATED OR CONNECTED THERETO, AS NOTED BELOW:

A. AS REQUIRED FOR INSTALLATION OF NEW UTILITY SERVICE LINES.

B. TO FULL DEPTH WITHIN AN AREA DEFINED BY HYPOTHETICAL LINES LOCATED 5 FT (1500 MM) OUTSIDE

BUILDING LINES OF NEW STRUCTURES.

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 PROPERTY 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 AND COR 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.

10. BREAK UP CONCRETE SLABS BELOW GRADE THAT DO NOT REQUIRE REMOVAL FROM PRESENT LOCATION INTO PIECES NOT EXCEEDING 24 INCHES (600 MM) SQUARE TO PERMIT DRAINAGE. CONTRACTOR SHALL DISPOSE OF DEBRIS IN COMPLIANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL PERMITS, RULES AND/OR

REGULATIONS.

11. AS PART OF THE PROPOSED WORK, ANY DAMAGE TO THE EXISTING CURB SHALL BE CORRECTED BY THE

CONTRACTOR TO THE SATISFACTION OF THE COR.

12. ANY SIDEWALK, ON THESE PLANS, THAT IS SHOWN TO BE REMOVED OR REPLACED SHALL BE REMOVED TO THE

NEAREST EXISTING SIDEWALK JOINT.

13. THE CONTRACTOR SHALL CAREFULLY REMOVE ALL STONE CURBING IN THE PROJECT AREA AS NOTED ON THESE PLANS. THE STONE SHALL BE TURNED OVER TO THE COR. ALL BROKEN UNITS SHALL BE DISPOSED OF

AT THE CONTRACTOR'S EXPENSE.

14. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING AND MAINTING ALL TREES AND LIGHT POLES SURROUNDING THE PARKING LOT. ANY SUCH FEATURES DAMAGED DURING CONSTRUCTION SHALL BE

REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE.

CONCRETE REPAIR NOTES

1. EXPANSION JOINTS SHALL BE INSTALLED WHENEVER CONCRETE IS PLACED AGAINST ROADWAY PAVEMENT, PARKING LOTS, EXISTING CONCRETE, BUILDINGS, OR STRUCTURES AND PER VA REQUIREMENTS. SPACING OF

ALL SIDEWALK JOINTS SHALL BE PER THE CONCRETE SIDEWALK JOINT SPACING DETAIL.

2. CONCRETE SHALL BE FINISHED BY MEANS OF A FLOAT, STEEL TROWELED AND BROOMED WITH A FINE BRUSH

IN A TRANSVERSE DIRECTION, UNLESS STATED OTHERWISE ON THE PLANS.

3. 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 TO

THE SATISFACTION OF THE COR.

4. 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.

5. 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. REFER TO SAW CUT DETAIL FOR MORE INFORMATION.

3. A RECLAIMED BASE MAY BE UTILIZED, WHERE A PROFESSIONAL GEOTECHNICAL ENGINEER LINCENSED IN NEW YORK RETAINED BY THE CONTRACTOR AND COR APPROVES THE SOIL, IN THE AREAS WHERE EXISTING PAVEMENT IS TO BE RECONSTRUCTED. THE RECLAMATION SHALL MEET THE MINIMUM REQUIREMENTS AND CROSS SECTION OF THE FULL DEPTH CONSTRUCTION. IF THE EXISTING CROSS SECTION DOES NOT PROVIDE ADEQUATE DEPTH OR MATERIAL FOR RECLAMATION, NEW MATERIAL SHALL BE IMPORTED. ANY RECLAIMED

MATERIAL SHALL BE APPROVED PRIOR TO REUSE.

4. POOR IN-SITU SOIL THAT IS DEEMED UNSUITABLE, BY THE THIRD PARTY PROFESSIONAL GEOTECHNICAL ENGINEER LICENSED IN NEW YORK RETAINED BY THE CONTRACTOR, FOR USE AS PAVING SUBGRADE SHALL BE OVER-EXCAVATED AND REPLACED WITH HIGHER QUALITY LOAD-BEARING FILL AS DIRECTED BY THE

PROFESSIONAL GEOTECHNICAL ENGINEER.

5. PAVEMENT RECONSTRUCTION AND ASSOCIATED IMPROVEMENTS SHALL BE STAGED TO MINIMIZE DISRUPTION TO THE MEDICAL FACILITY. STAGING AREAS AND EQUIPMENT STORAGE SHALL BE COORDINATED WITH THE

CONTRACTING OFFICERS REPRESENTATIVE (COR).

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

CONSTRUCTION.

7. ALL PAVEMENT MARKINGS AND ROAD SIGNS TO BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND THE NEW YORK STATE SUPPLEMENT TO THE

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.

8. AFTER THE INSTALLATION OF THE BINDER COURSE WITHIN EACH PHASE, AND NO SOONER THAN 24 HOURS AFTER THE ASPHALT HAS BEEN INSTALLED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING TEMPORARY PAVEMENT MARKINGS, PRIOR TO THE AREA BEING OPENED FOR GENERAL PARKING. THE CONTRACTOR SHALL UTILIZE A PAINT EQUIVALENT TO THAT OF THE PERMANENT PAINT MARKINGS ON THE

BINDER COURSE., UNLESS OTHERWISE AGREED TO BY THE CONTRACTING OFFICER.

9. AFTER THE INSTALLATION OF THE WEARING COURSE, AND NO SOONER THAN 24 HOURS AFTER THE ASPHALT HAS BEEN INSTALLED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY PAVEMENT MARKINGS TO CLEARLY IDENTIFY PARKING STALLS AND DRIVE AISLES. THE TEMPORARY PAVEMENT MARKINGS MAY NEED TO BE SUPPLEMENTED WITH TRAFFIC CONES, BARRELS, SIGNAGE, ETC. THESE TEMPORARY PAVEMENT MARKINGS ARE NOT INTENDED TO BE THE PERMANENT PAVEMENT MARKINGS. ADEQUACY OF THE TEMPORARY PAVEMENT MARKINGS AND APPURTENANCES SHALL BE DETERMINED BY THE COR AND IMPROVED OR MODIFIED AS REQUESTED AT NO COST TO THE GOVERNMENT. PERMANENT PAVEMENT MARKINGS SHALL BE INSTALLED NO LESS THAN 14 DAYS AFTER FINAL WEARING COURSE INSTALLATION, OR GREATER IF RECOMMENDED BY THE MANUFACTURER. PAVEMENT MARKINGS SHALL NOT BE INSTALLED DURING NORMAL BUSINESS HOURS (0700H-1600H, MONDAY THRU FRIDAY, EXCLUSIVE TO HOLIDAYS) UNLESS OTHERWISE

APPROVED BY THE CONTRACTING OFFICER.

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. 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.

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

ADJUSTMENT RINGS OR TOP UNITS.

4. 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, CONTRACTING OFFICER, AND CONTRACTING OFFICER'S REPRESENTATIVE 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.

5. ANY EXISTING UTILITY, SUCH AS BUT NOT LIMITED TO STRUCTURES, PIPES, VALVES, POLES, AND GUY WIRES, IN CONFLICT WITH ANY IMPROVEMENTS SHALL BE ADJUSTED AS REQUIRED, INCLUDING BOTH HORIZONTAL AND

VERTICAL CONFLICTS.

6. 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.

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

RECONSTRUCTION AND/OR WIDENING SHALL BE RELOCATED.

8. IMMEDIATELY PRIOR TO THE END OF CONSTRUCTION OR ACCEPTANCE BY THE COR, 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.

9. THE CONTRACTOR SHALL WORK WITH THE COR AND VA STAFF TO VERIFY EXISTING CONDITIONS OF ELECTRICAL SYSTEMS BEING SPLICED TO WITH PROPOSED LIGHTING. WIRE SIZES AND BREAKER SIZES SHALL BE VERIFIED PRIOR TO ANY WORK TO ENSURE ACCURACY WITH THE PLAN. THE CONTRACTOR SHALL PROVIDE LARGER WIRE

SIZES WHERE NECESSARY TO SPLICE TO EXISTING CIRCUITS.

10. PROPOSED STORMWATER PIPE LENGTHS ARE SHOWN FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE, WITH EXCEPTION OF PIPES ASSOCIATED WITH STRUCTURE 102. FOR STRUCTURE 102 PIPE

LENGTHS ARE TERMINATED AT THE STRUCTURE WALL.

11. SEAL BETWEEN CONCRETE STRUCTURES WITH BUTYL RUBBER SEALANT MEETING ASTM C-990-91.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING UTILITIES. EXISTING UTILITIES DETERMINED TO BE PREVIOUSLY ABANDONED SHALL BE DISCUSSED WITH THE COR IF THE UTILITY SHALL REMAIN IN PLACE OR BE REMOVED, UNLESS OTHERWISE SHOWN ON THE PLANS. ANY UTILITY UNABLE TO BE PREVIOUSLY VERIFIED, INCLUDING ANY "LOST SIGNAL" UTILITY, SHALL BE FURTHER INVESTIGATED BY THE CONTRACTOR AND DISCUSSED WITH THE COR PRIOR TO ANY UTILITY DISRUPTION AND/OR REMOVAL.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING THE EXISTING LIGHT POLES AND CALL BOXES DURING DEMOLITION, FOR REUSE. ANY DAMAGE TO THE EXISTING POLES AND CALL BOXES SHALL BE REPLACED

AT THE CONTRACTORS EXPENSE.

14. THE SURVEY WAS UNABLE TO DETERMINE SEVERAL UPSTREAM PIPE END LOCATIONS THAT ENTER EXISTING MANHOLE #2. IF DURING CONSTRUCTION, THE CONTRACTOR DETERMINES THE PIPES ARE NO LONGER IN USE, THE CONTRACTOR SHALL NOTIFY THE COR AND REMOVE THEM. IF THE PIPES ARE IN USE, THE CONTRACTOR

WILL NOTIFY THE COR AND REPLACE THE CLAY PIPES WITH HDPE.

GENERAL NOTES

1. THESE PLANS ARE FOR THE RECONSTRUCTION OF THE EMPLOYEE PARKING LOT AND TO CORRECT STORM

WATER DEFICIENCIES. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH THE VAMC.

2. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS PREPARED FOR DESIGN- REPAIR PARKING LOT FOR

ALBANY STRATTON VAMC, PREPARED BY ACELA ARCHITECTS + ENGINEERS, P.C.

3. THE CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-800-962-7962) AT LEAST 72 HOURS PRIOR TO 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 AROUND THE ENTIRE WORK AREA. THE CONTRACTOR SHALL NOT BEGIN WORK UNTIL THE SITE SAFETY PLAN HAS BEEN APPROVED BY THE VA'S SAFETY OFFICER.

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. THE CONTRACTOR SHALL BE REQUIRED TO OBTAIN A WATER AND SEWER PERMIT FROM THE CITY OF ALBANY FOR THE WORK ON DRAINAGE STRUCTURE NUMBER 5. THE STRUCTURE IS LOCATED WITHIN A MAINTENANCE

EASEMENT.

7. TRAFFIC SIGNAGE (TEMPORARY AND PERMANENT) SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MUTCD) FOR ALL LOCAL RIGHTS OF WAY AND BE IN ACCORDANCE WITH TRAFFIC MANAGEMENT PLANS. THE TRAFFIC MANAGEMENT PLANS SHALL BE PART OF THE SITE SAFETY PLANS AND

SHALL BE APPROVED BY THE VA'S SAFETY OFFICER.

8. 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.

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

TOPSOIL. THESE AREAS SHALL BE IMMEDIATELY SEEDED AND STABILIZED.

10. 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.

11. 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.

12. THE CONTRACTOR IS REQUIRED TO BACKFILL TRENCHES OR SECURE WITH METAL PLATES DAILY. NO OPEN

TRENCHES SHALL BE LEFT UNATTENDED OR OUTSIDE OF THE PROTECTED WORK AREA.

13. 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.

14. 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 DEPARTMENT OF TRANSPORTATION.

15. 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. ALL TYPES OF WASTE GENERATED AT THIS SITE

SHALL BE DISPOSED OF IN A MANNER CONSISTENT WITH APPLICABLE REGULATIONS.

16. 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.

17. 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 TO THE

SATISFACTION OF THE COR.

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

CONSTRUCTION SITE.

19. 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.

20. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS ISSUED BY ACELA ARCHITECTS + ENGINEERS P.C. 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 COR AND THE ENGINEER SHALL BE CORRECTED AT

THE CONTRACTORS EXPENSE.

21. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE COR AT LEAST 72 HOURS PRIOR TO THE

START OF THE CONSTRUCTION ACTIVITY.

22. THE CONTRACTOR SHALL MAINTAIN UPDATED 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. AS BUILT DRAWINGS SHALL BE UPDATED AS CONSTRUCTION PROGRESSES. 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**. THE UPDATED ON-SITE DRAWINGS SHALL BE MADE

AVAILABLE TO THE COR AND/OR DESIGN ENGINEER UPON REASONABLE REQUEST.

23. ANY SINKHOLE ENCOUNTERED HAS TO BE REPAIRED PER PLAN APPROVED BY THE COR FROM THE PROFESSIONAL GEOTECHNICAL ENGINEER LICENSED IN NEW YORK RETAINED BY THE CONTRACTOR.

EROSION CONTROL NOTES

1. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE CONSTRUCTION & 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 COR 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. SEDIMENT SHALL BE REMOVED FROM THE SITE OR PLACED ON THE SITE AS DIRECTED BY

THE COR.

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 YORK

STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENTATION CONTROL.

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 INLET PROTECTION 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 EXITING THE SITE AND SHALL BE

RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF NECESSARY.

14. ALL EXISTING AND PROPOSED 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. ALL DISTURBED SLOPES OF 3:1 OR STEEPER SHALL RECEIVE EROSION CONTROL MATTING AND BE

IMMEDIATELY STABILIZED.

17. ALL EXISTING AND PROPOSED CATCH BASINS SHALL BE CLEANED OUT BY THE CONTRACTOR AT THE END

OF CONSTRUCTION.

18. A CONCRETE TRUCK WASHOUT IS LOCATED ALONG THE SOUTHEAST PROPERTY LINE OF THE MEDICAL

CAMPUS. THE CONTRACTOR SHALL COORDINATE USE OF THE WASHOUT WITH THE COR AT LEAST

24-HOURS IN ADVANCE TO ALLOW FACILITY PERSONEL TO BLOCK OFF PARKING STALLS TO BE ABLE TO

ACCESS THE WASHOUT LOCATION.

19. EROSION CONTROL FEATURES HAVE BEEN INCORPORATED IN TO THE PHASING PLANS.

ELECTRICAL NOTES

1. LOCATIONS OF UNDERGROUND ELECTRIC ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING LOCATIONS PRIOR TO ANY REMOVAL AND/OR RELOCATION. ANY DISRUPTION TO AN EXISTING ELECTRICAL CIRCUIT SHALL BE APPROVED BY THE COR PRIOR TO DISRUPTION. ANY DISCREPANCY ON THE PLAN REGARDING SUBSURFACE UTILITES SHALL BE REPORTED TO THE COR. IT IS POSSIBLE THAT A SINGLE ELECTRIC LINE , AS SHOWN ON THE PLANS, COULD REPRESENT MULTIPLE LINES, ALSO, THESE LINES MAY BE ACTIVE OR ABANDONED. THE CONTRACTOR

SHALL VERIFY PRIOR TO REMOVAL AND/OR RELOCATION. CONTRACTOR IS RESPONSIBLE FOR

ADJUSTMENTS AS NECESSARY TO MATCH FIELD CONDITIONS.

2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING AND REPLACING ALL EXISTING ELECTRICAL

CONDUCTORS AND CONDUIT FOR PARKING LOT. THIS INCLUDES ALL LIGHT POLES WITHIN AND

SURROUNDING PARKING LOT, DRIVEWAYS AND ADJACENT SIDEWALK.

3. CONTRACTOR SHALL REMOVE ALL ABANDONED LINES. PRIOR TO REMOVAL THE CONTRACTOR SHALL

COORDINATE WITH COR.

4. THE CONTRACTOR IS RESPONSIBLE FOR CAREFULLY REMOVING AND REUSING THE CABLING FOR THE EXISTING GATES. THE CONTRACTOR SHALL REMOVE TO NEAREST HANDHOLE. IF THE HANDHOLE IS BEING REMOVED, THE CONTRACTOR SHALL REMOVE TO NEW HANDHOLE LOCATION AND TIE ACCORDINGLY.

5. THE MINIMUM 90-DEGREE BEND RADIUS FOR CONDUIT IS 6 TIMES THE INTERNAL DIAMETER OF THE CONDUIT. CONDUITS ENTERING A VAULT MUST ENTER THE BODY OF THE VAULT. CONDUITS MUST NEVER ENTER THE TRAFFIC RING.CONDUITS MUST MAINTAIN A 12 INCH SEPARATION FROM OTHER CONDUITS

(ELEC., GAS, ETC.)

6. INSTALL PULL CORDS IN ALL CONDUIT. WHEN PULLING CABLE IN CONDUIT INSTALL A PULL CORD WITH

THE CABLE SO ADDITIONAL CABLE CAN BE INSTALLED LATER IF NEEDED.

TRAFFIC MANAGEMENT NOTES

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

ROADWAYS AT ALL TIMES, EXCEPT WHERE STATED ON THE PHASING PLAN, OR IF

GIVEN PERMISSION BY THE VAMC 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. PEDESTRIAN ACCESS SHALL BE MAINTAINED AND MANAGED DURING SIDEWALK AND

CROSSWALK CLOSURES.

4. ACCESS TO ALL ROADWAYS, DRIVEWAYS AND LOADING RAMPS SHALL BE

MAINTAINED DAILY AFTER CONSTRUCTION ACTIVITIES HAVE CONCLUDED.

5. THE CONTRACTOR SHALL COORDINATE ANY ROADWAY, PARKING LOT, DRIVEWAY

AND/OR SIDEWALK CLOSURES WITH THE VAMC PRIOR TO PERFORMING WORK.

LAYOUT AND MATERIALS NOTES

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

PAVEMENT, WALKWAY AND BUILDING 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. 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.

- THE STORMWATER CONTROL ASSEMBLY EQUIPMENT AND PROGRAMMING

NOTED AS BEING PROCURED BY OPTI ARE NOT SUBJECT TO ALTERNATIVES OR

EQUIVALENCY. THE OPTI SYSTEM SHOWN IS PROPRIETARY AND MUST BE USED

ON THIS PROJECT.

GENERAL PHASING NOTES

1. THE CONTRACTOR SHALL BE AWARE THAT THE CAMPUS IS A FUNCTIONING

HOSPITAL AND SHALL WORK WITH THE VA AND COR THROUGHOUT CONSTRUCTION

TO ENSURE THAT THE CAMPUS IS ABLE TO FUNCTION AS INTENDED. THE

CONTRACTOR MUST NOTIFY THE COR BEFORE CLOSURE OF ANY PARKING LOTS,

ROADS, DRIVEWAYS AND SIDEWALKS. FULL CLOSURES OF ROADWAYS AND PARKING

LOTS WILL NOT BE PERMITTED, UNLESS OTHERWISE APPROVED BY THE COR.

2. CONTRACTOR STAGING FOR ALL PHASES SHALL BE LOCATED WITHIN EACH PHASE,

ALONG THE GRASS AREA BETWEEN THE EMPLOYEE PARKING LOT AND HOLLAND

AVENUE, OR AS DIRECTED BY THE COR. THE LOCATION IS SHOWN ON EROSION AND

SEDIMENTATION CONTROL PLANS, HOWEVER THE EXACT LOCATION AND EXTENT

SHALL BE COORDINATED WITH THE COR PRIOR TO CONSTRUCTION.

3. DAILY ACCESS TO THE EMPLOYEE PARKING AREA, NOT WITHIN THE CURRENT PHASE,

IS REQUIRED.

4. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TRAFFIC CONTROL

STRUCTURES AND PERSONNEL REQUIRED FOR LANE OR SIDEWALK CLOSURES.

LOCATION OF SUCH TRAFFIC CONTROL DEVICES SHALL BE COORDINATED WITH THE

COR BEFORE CLOSURE. OVERNIGHT CLOSURES REQUIRE SIGNS WITH FLASHING

LIGHTS.

5. SUB PHASES WITHIN EACH PHASE SHALL BE APPROVED BY THE COR PRIOR TO

CONSTRUCTION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TYING THE ENDS OF EACH PHASE

BACK TO EXISTING CONDITIONS TO ENSURE A SAFE TRANSITION BETWEEN PHASES.

BEFORE COMPLETION OF EACH PHASE THE CONTRACTOR SHALL OBTAIN APPROVAL

FROM THE COR AND COMPLETE ANY REQUIRED TRANSITION WORK.

7. THE CONTRACTOR SHALL PROVIDE THE COR WITH A SITE SAFETY PLAN PRIOR TO

CONSTRUCTION.

8. CONSTRUCTION FENCING SHALL BE INSTALLED BEFORE THE START OF EACH PHASE.

9. THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL WORK IN EACH PHASE IN

A MANNER TO ALLOW FOR THE FULL FUNCTIONALITY OF THE REMAINING PARKING

AREAS. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER AND PROVIDE SAFE

TIE-INS TO EXISTING FEATURES.

10. THE COR RESERVES THE RIGHT TO MODIFY PHASE BOUNDARIES AS NECESSARY.

11. IF THE PROJECT IS NOT COMPLETE PRIOR TO WINTER SHUT DOWN, THE

CONTRACTOR MUST LEAVE THE LOT IN A CONDITION WHICH ALLOWS FOR SNOW

REMOVAL. ADDITIONALLY, THE CONTRACTOR SHALL MAKE PARKING AVAILABLE FOR

ALL UNDISTURBED PHASES AND TO THE GREATEST EXTENT POSSIBLE WITHIN THE

ACTIVE PHASE AREA. TEMPORARY STRIPING MAY BE REQUIRED. CONSTRUCTION

FENCING IN AREAS REQUIRING SNOW PLOWING WILL NOT BE ALLOWED, HOWEVER

THE CONTRACTOR SHALL PROVIDE SAFETY BARRIERS ALONG ANY TEMPORARY

GRADING.

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528A8-16-807

CH

RI

ST

OPHER WILLIAM GEARY

099085

S

T A T E OF NEW Y O

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L IC

ENSED PROFESSIONAL ENGI

NE

ER

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions: Date: 1/19/2021 Witczak Geary

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Dwg. of

Drawing Title

Approved:

Phase

Project Director

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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EX. MH 3

TG:192.37

INV. IN:164.9(NW - 30")

INV. IN:165.1(NE - 8")

INV. IN:185.6(S - 12")

INV. IN:185.6(S - 30")

INV. OUT:164.8

EX. CB 1A

TG:191.57

INV. IN:187.9(SE- 6")

INV. OUT:184.8

EX. CB 1B

TG:191.18

INV. OUT:188.1

EX. CB 10

TG:190.88

INV. OUT:186.6

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INV. IN:187.7(SE - 12")

INV. IN:189.4(SW - 12")

INV. IN:189.8(SW - 12")

INV. OUT:187.4

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DECD.

EX. 24"

DECD. EX. 12"

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EX. 18"

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EX. LP

#14

EX. NO

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ANYTIME SIGN

EX. 18"

DECD.

EX. BUS

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EX. 18"

DECD.

EX. 24"

DECD.

EX. TRAFFIC

JUNCTION BOX

E EX. LP #32 EX. LP #31 EX. LP #30 EX. LP #29

EX. LP #28

EX. LOOP

DETECTORS

EX. PLCC CURBEX. GRANITE

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EX. 18"

DECD.

EX. 18"

DECD.EX. 15"

DECD. EX. 15"

DECD.

EX. 3"

DECD.

EX. 3"

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EX. LP #33

EX. PLCC CURB

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EX. TRAFFIC

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EX. TRAFFIC SIGNAL

EX. LP #13

EX. TWS

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EX. PLCC CURB

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EX. RETAINING

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EX. BOLLARD(2)

EX. CONC. PAD

W/ BENCH (TYP.)EX. CONC. PAD

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EX. 4"

DECD.

EX. 4"

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EX. LP #27

EX. LP #35

EX.PLCC

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EX. VA

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EX. LP #36

EX. LP #37

EX.STOP

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EX. 15"

DECD. EX. 15"

DECD.

EX. 15"

DECD.

EX. 15"

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EX. 12"

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TG:191.00

INV. OUT:187.0

ELEC. LINE

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PARKING SPACES = 787 (ADA SPACES = 38)

BM4

EX. RESERVED PARKING/

CARPOOL ONLY BY

PERMIT SIGNAGE

EX. NO PARKING

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AA

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D

D D

D

EX. MOTORCYCLE

PARKING ONLY

ENFORCED AT ALL

TIMES 24/7 SIGNAGE

EEEEE E

F FFF G

EX. LP #22

H

A A

(T.B.R.)

EX. TWS

(T.B.R.)

(T.B.R.)

(T.B.R.)

EX.

TWS

(T.B.R.) EX. TWS

(T.B.R.)

E F I

J J

J

JD

G

H

J

EX. LP#24

EX. EHH

(T.B.R.)

(T.B.R.)

(T.B.R.)

EX. CONCRETE SIDEWALKEX. CONCRETE WALK

EX

. C

ON

CR

ET

E

SI

DE

W

AL

K

EX

. C

ON

CR

ET

E

SI

DE

W

AL

K

EX

. C

ON

CR

ET

E

W

AL

K

EX

. C

ON

CR

ET

E

W

AL

K

LOST SIGNAL, THE CONTRACTOR

SHALL FIELD VERIFY THE TERMINAL

AND DEMO THE EX. UNDERGROUND

ELEC. LINE RUNNING UNDER PVMT.

LOST SIGNAL, THE CONTRACTOR

SHALL FIELD VERIFY THE TERMINAL

AND DEMO THE EX. UNDERGROUND

ELEC. LINE RUNNING UNDER PVMT

IF NO LONGER IN USE.

EX. TWS

EX. TWS

CS117

EXISTING CURBING TO BE REMOVED

THE CONTRACTOR SHALL CAREFULLY REMOVE

THE STONE CURBING AND TURN OVER TO THE

COR. BROKEN UNITS SHOULD BE DISPOSED OF

OFFSITE AT THE CONTRACTOR'S EXPENSE.

SITE SYMBOL - DEMOLITION

TO BE REMOVED(T.B.R.)

EXISTING STORM STRUCTURE TO BE REMOVED

EXISTING FULL DEPTH PAVEMENT

TO BE REMOVED

PAVEMENT SAWCUT

EXISTING CONCRETE TO BE REMOVED

VALVES, MANHOLE LIDS, INLET TOPS AND

METAL LIDS TO BE ADJUSTED TO GRADE

AS REQUIRED.

EXISTING LAWN AREA TO BE REMOVED

AND RESTORED

LIGHT POLE TO BE REMOVED

DECIDUOUS TO BE REMOVED

STORM/SAN SEWER LINE TO BE REMOVED

STORM/SAN PIPES TO BE FIELD VERIFIED AND

CONNECTED TO PROPOSED STORM/SAN LINE2

S

WATER LINE TO BE REMOVED

ELECTRIC LINE, UNDERGROUND TO BE REMOVED

STS

EXISTING MULCH AREA TO BE REMOVED

EU

W

SWCT

EXISTING ACCESS CONTROL SYSTEM TO BE

REMOVED (EX. LOOP DETECTORS, CARD

READERS, GATE AND ARM)

A EXISTING PARKING LOT STEEL POLE W/MISSING

SIGNAGE

B EXISTING COMMUTE W/ ENTERPRISE SIGN

C EXISTING ADA PARKING/ VAN ACCESSIBLE SIGN

D EXISTING ADA PARKING SIGN

E EXISTING RESERVED PARKING/CARPOOL ONLY

BY PERMIT SIGN

F EXISTING ENFORCED AT ALL TIMES SIGN

G EXISTING "→" SIGN

H EXISTING "←" SIGN

I EXISTING "↔" SIGN

J EXISTING RESERVED FOR PERSON WITH

HANDICAPPED ASSISTED DEVICES SIGN

4 EXISTING SIGNS TO BE CAREFULLY REMOVED,

PROTECTED, AND SAVED FOR REUSE.

REMOVE WIRE, ABANDON CONDUIT IN PLACE,

CAP ANY WIRE REMAINING. REMOVE/REPLACE

DAMAGED SIDEWALK/ PAVEMENT

6 REMOVE/REPLACE DAMAGED SIDEWALK

DURING EARTHWORK ACTIVITIES

CUT AND CAP WATER LINE OUTSIDE OF VAULT.

ASSUMED TO BE 12" DIP. CONTRACTOR TO

FIELD VERIFY.

EX. CB 7

TG:195.40

INV. OUT:190.7

EX. CB 6

TG:194.54

INV. OUT:189.9

EX. CB 8

TG:193.97

INV. OUT:189.3

S

EX. MH 1

TG:193.63

INV. IN:189.2(NE- 8")

INV. IN:189.2(E- 8")

INV. OUT:189.1

S

EX. CB 9

TG:191.88

INV. IN:186.9(NE- 12")

INV. OUT:186.8

EX. CB 4

TG:189.09

INV. IN:183.5(SE- 12")

INV. IN:183.4(N- 12")

INV. OUT:183.2

EX. CB 2

TG:188.07

INV. IN:184.8(SE- 12")

INV. OUT:184.7

STS

STS

STS

STS

STS

STS

E X.

6' of

" V

CP

S =0

.01

EX. 30" VCP

(SILTED

CLOSED)

STS

STS

EX. 12" HDPE EX. 8" PVC

ST

S

EX. 77' of 18" CMP S=0.010

ST

S

E X.

8' of

" C

MP

S =0

.00 0*

*A

SS

UM

ED

ST

S E

X.

' o f 1

2" C

MP

S

=0 .01

STS

EX. 75' of 12" CMP S=0.032

STS

STS

EX. 96' of 12" CMP S=0.035

ST

S

E X.

' o f 1 2"

V

CP

S =0

.00

STS

STS EX. 105' of 12" VCP S=0.024

EX. 12" VCP

EX. 12" VCP

STS

STS

EX. 93' of 8" VCP S=0.016

ST

S

ST

S

EX. 97' of 8" VCP S=0.026

EX. 46' of 8" VCP S=0.015

BLIND CONNECTION AS

PER RECORD DRAWING

S

STS

S

EX. MH 5

TG:194.94

INV. IN:181.1(SW - 18")

INV. OUT:181.0

S

EX. MH 6

TG:194.65

INV. IN:182.6(S - 18")

INV. OUT:182.5

S

S

EX. MH 8

TG:198.83

INV. IN:183.5(S - 15")

INV. IN:183.5(E - 8")

INV. OUT:183.4

ST

S

ST

S

ST

S

ST

S

STS

EX. 8" PVC

EX. 6" PVC

EX. 6" VCP

EX. CB 14

TG:194.76

INV. OUT:190.5

EX. CB 13

TG:194.04

INV. IN:190.8(SW - 12")

INV. OUT:190.4

S

EX. MH 11

TG:204.38

INV. IN:195.5(NW - 12")

INV. OUT:195.4

EX

. 1

2" V

CP

STS

EX. PARKING GARAGE

EX

. G

RA

NI

TE

C

UR

B

EX

. G

RA

NI

TE

C

UR

B

X X

X X

X

PO

SS

IB

LE

U

ND

ER

GR

OU

ND

E

LE

CT

RI

C

EX. PLCC CURB

EX. PEDESTRIAN

PUSHBUTTON

PEDESTAL

EX. 12"

DECD.

EX. LP #16

EX. NO

STOPPING

ANYTIME SIGN

EX. BIKE LANE

SIGN

EX. 18"

DECD.

EX. 18"

DECD.

EX. 22"

DECD.

EX. 15"

DECD.

EX. 18"

DECD.

EX. EMH

E

EX. WATER

VAULT W/ METAL

COVER

EX. 4"

DECD.

EX. LP #17

EX. LP #15

EX. NO STOPPING

ANYTIME SIGN

EX. BIKE LANE

/SHARE THE

ROAD SIGN

EX. PARKING

EX. 22"

DECD.

EX. LP

#10

9' 24

[7.

4m

[5.

6m

[5.

2m

9' [2.6m]EX. LP #14

EX. LP #11

EX. EHH

LOST SIGNAL, THE CONTRACTOR

SHALL FIELD VERIFY THE TERMINAL

AND DEMO THE EX. UNDERGROUND

ELEC. LINE

T

EX. TRAFFIC

JUNCTION BOX

T

EX. TRAFFIC

JUNCTION BOX

EX. EHH

EEX.

EMH

EX. EHH

EX.

WV

EX.

WV

EX. FH

EX. BOLLARD(2)

EX.

WV

EX. WV

EX.

FH

EX. BOLLARD(2)

EX. WV

EX

. G

RA

NI

TE

CU

RB

T

EX. TRAFFIC

JUNCTION

BOX

EX.

EHH

EX. (4)GOV.

VECH SIGNS

EX. LP #5

EX. LP

#6

EX.STOP

SIGN

EX.GOV.

VECH.

SIGN

201202

0195 19

319419

7 19

4 20

4 19619

EX. LP

EX. PEDESTRIAN

CROSSING SIGN

EX. PEDESTRIAN

CROSSING SIGN

EX. 2"

EX. LP#74

EX. CEDARS

EX. LP #7

EX. SPEED

LIMIT SIGN (5

MPH)

EX. 2"

DECD.

EX. 3"

DECD.

EX. LP #16

W/ EMERG.

BOX

EX. LP #13

EX. ABANDONED

WATERLINE

EX. LP

#18

DRV. 'C'

DRV. 'D'

NOT FIELD

SURVEYED

EX. EHH

EX. EHH

EX.

EHH

EX.

EHH

EX.

EHH

EX. EHH

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T .B

.R

(T.B.R.)(T.B.R.)

(T.B.R.)

1 1

SWCT

SWCT

SW

CT

SW

CT

EX. 2"

DECD.

(T.B.R.)

(T .B

.R

(T.B.R.)

(T .B

.R

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

EMPLOYEE PARKING LOT

EMPLOYEE PARKING LOT

(T.B.R.)

(T.B.R.)

(T .B

.R

EX.

TWS

EX.

TWS

EX.

TWS

EX. BOLLARD(2)

EX.

BOLLARD(4)

(T.B.R.)

EX. RETAINING

WALL

EX. WOODEN

SPLIT RAIL

FENCE

(T.B.R.)

(T.B.R.)

BM2

PARKING SPACES = 787 (ADA SPACES = 38)

EX. CB 12

TG:194.04

EX. 169' of 18" PVC S=0.004

EX. MH 7

TG:194.96

INV. IN:182.8(SE - 18")

INV. OUT:182.7

EX.

LP #8

(T.B.R.)

(T.B.R.)

BM5

EX. MH 2

TG:192.02

INV. IN:186.7(NW- 12")

INV. IN:187.7(N- 12")

INV. IN:186.7(NE- 12")

INV. IN:186.6(E- 8")

INV. OUT:186.4

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

(T.B.R.)

CONTRACTOR SHALL PUT CAPS ON

EXISTING CONDUCTORS AND LEAVE IN

NEW HAND HOLE. REFER TO CS116

FOR NEW HAND HOLE LOCATION.

CONTRACTOR SHALL PUT CAPS ON

EXISTING CONDUCTORS AND LEAVE IN

NEAREST HAND HOLE.

CONTRACTOR SHALL

FIELD VERIFY AND

DEMO LINE

(T.B.R.)

(T.B.R.)

EX. CB 5

TG:190.82

INV. IN:180.8(NE- 12")

INV. IN:183.7(W- 8")

INV. IN:182.4(E- 18")

INV. IN:174.3(W- 30")

INV. OUT:174.3

STS

EX. 30" VCP

EX

. C

ON

CR

ET

E

WA

LK

EX. TWS

EX. TWS

EX. TWS

EX. TWS

CONTRACTOR SHALL VERIFY EXISTING PIPES

CONNECTING TO MH-2 ARE NO LONGER ACTIVE

PRIOR TO REMOVAL. IF A PIPE IS ACTIVE THE

CONTRACTOR SHALL COORDINATE WITH THE COR.

(T.B.R.)

(T.B.R.)

(T.B.R.)

EX. 12" VCP

ABANDON 30"

SILTED PIPE. SEAL

WITH BRICK AND

FLOWABLE FILL

~DURING CONSTRUCTION, CONTRACTOR SHALL

VERIFY IF CONNECTION IS ACTIVE OR

ABANDONED AND COORDINATE WITH COR. IF

THE BLIND CONNECTION IS ABANDONED, CUT

AND CAP WITH BRICK AND FLOWABLE FILL.

EX. CB 3

TG:188.83

INV. OUT:183.5

CAPPED 8" TO THE SOUTH

CS117

Christopher W. Geary PE# 099085

Albany Stratton VAMC Albany, NY 12208

528A8-16-807

CH

RI

ST

OPHER WILLIAM GEARY

099085

S

T A T E OF NEW Y O

RK

L IC

ENSED PROFESSIONAL ENGI

NE

ER

811 OR 1-800-962-7962

ARCHITECT/ENGINEER OF RECORDCONSULTANT

Revisions: Date: 1/19/2021 Witczak Geary

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Dwg. of

Drawing Title

Approved:

Phase

Project Director

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

SCALE: 1"=30'

60'30'0'

SITE SYMBOLS - GENERAL

BENCHMARK #1 (BM1):

MANHOLE #3 LOCATED NORTH SIDE OF

ELKS MEMORIAL DR. IN DRV. 'A' TRAVEL LANE

ELEV. 192.37

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 PROPOSED FEATURES (PROP.)

SLANTED TEXT INDICATES EXISTING FEATURES (EX.)

HYDRANT, FIRE (FH)

WATER VALVE (WV)

STORM/SAN SEWER LINE

UTILITY, UTILITY POLE (UP)

UTILITY, STORM/SANITARY MANHOLES

UTILITY, ELECTRICAL MANHOLE (EMH)E

SIGN

WATER LINE

EDGE OF PAVEMENT

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

DECIDUOUS TREES (DECD.)

DRAINAGE CATCH BASIN (CB)

CS142

DETAIL NUMBER

DETAIL SHEET

SITE SYMBOLS - ABBREVIATIONS

TACTILE WARNING SURFACE (TWS)

LIGHT POLE (LP)

ELECTRIC LINE, UNDERGROUND

UTILITY, TRAFFIC JUNCTION BOX

BENCHMARK #2 (BM2):

MANHOLE #7 LOCATED NORTH SIDE OF DRV. 'D' TRAVEL LANE

ELEV. 194.96

BENCHMARK #3 (BM3):

X-CUT SOUTH BONNET BOLT

ELEV. 199.22

APPROX APPROXIMATELY

BIT BITUMINOUS

CHH COMMUNICATION HANDHOLE

CONC CONCRETE

COMB COMBINATION

DRV DRIVEWAY

EB ELECTRIC BOX

EOP EDGE OF PAVEMENT

EHH ELECTRIC HANDHOLE

ELEC ELECTRIC

EMH ELECTRIC MANHOLE

HDPE HIGH-DENSITY POLYETHYLENE PIPE

HMA HOT MIX ASPHALT

HW HEADWALL

INV STORMWATER PIPE END

LF LINEAR FEET

LP LIGHT POLE, LAMP POST

MH MANHOLE

PC POINT OF CURVATURE

PCCMP POLYMER-COATED CORRUGATED METAL PIPE

PLCC PLAIN CEMENT CONCRETE

RCP REINFORCED-CONCRETE PIPE

SF SQUARE FEET

TG TOP OF GRATE

THH TELEPHONE HANDHOLE

TWS TACTILE WARNING SURFACE

VCP VITRIFIED CLAY PIPE

BENCHMARK #4 (BM4):

CP 2 MAG NAIL

ELEV. 195.58

BENCHMARK #5 (BM5):

CP 1 MAG NAIL

ELEV. 197.71

NOTES:

1. SURVEY CONTROL WAS ESTABLISHED BY STATIC OPUS SOLUTION.

2. HORIZONTAL: NEW YORK STATE PLANE EAST ZONE(NAD83)

3. VERTICAL: EXISTING BENCHMARK PROVIDED BY VA AS SHOWN

4. ALL CALL BOXES AND LIGHT POLES SHALL BE SAVED FOR REUSE.

5. THE POWER AND CONTROL CABLING FOR THE EX. GATES AT DRIVEWAYS A&D NEED TO

BE CAREFULLY REMOVED AND PROTECTED FOR REUSE. THE POWER AND CONTROL

CABLING FOR THE EXISTING GATES AT DRIVEWAY C SHALL BE REMOVED TO THE

ORIGINATING PANEL (BOTH POWER AND CONTROL) AND IS NOT DESIGNATED FOR

REUSE.

NOTES:

1. IT IS ASSUMED ONLY THOSE ITEMS VISIBLE ON THE GROUND

AT THE TIME OF SURVEY WERE LOCATED AND SHOWN ON

THIS PLAN. THE VA…