ATTACHMENT_4_98279_B-3_SUBMITTAL_DWGS.pdf

C O

P Y

R I G

H T

B

U R

N S

M c D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

10 NORTH PARK PLACE, SUITE 330

MORRISTOWN, NJ 07960

(973) 884-8701

LICENSEE NO. 000165

Z:\CLIENTS\ANF\USNGB\ANG\NY\98279_FLIGHTTRNG641\DESIGN\_WKSPACE\PROJCAD\98279-COVER.DWG 11/20/2018 2:36 PM ATIRIZARRY descriptiondateno. by ckd

174 Attack Wing

ADD TO FLIGHT TRAINING UNIT BUILDING 641

Air National Guard

Type B-3 Submittal 98279

Contract HAAW169006

NOVEMBER 2018

Syracuse Hancock International Airport Syracuse, New York

New York

VICINITY MAP

N.T.S.

LOCATION MAP

N.T.S.

PROJECT

VICINITY

RI

A DRUG AN

LAOIT

A N

PROJECT

LOCATION

Hancock Field Air National Guard Base

0 11/16/18 KD TYPE B-3 SUBMITTAL-

TYPE B-3 SUBMITTAL

GENERAL DRAWINGS

COVER

CIVIL DRAWINGS

TITLEDWG. NO.

INDEX

New York Air National Guard

ADD TO FLIGHT TRAINING UNIT BUILDING 641

Index

G-001 GENERAL ACCESS & SAFETY PLAN

G-002 GENERAL NOTES

C-001 EXISTING CONDITIONS PLAN

CD100 DEMOLITION PLAN

C-101 SITE PLAN

C-102 UTILITY PLAN

C-103 GRADING & DRAINAGE PLAN

C-301 UTILITY PROFILES

C-501 SITE DETAILS

C-502 SITE DETAILS

C-503 SITE DETAILS

C-504 SITE DETAILS

C-505 SITE DETAILS

C-506 SITE DETAILS

C-510 UTILITY DETAILS

C-511 UTILITY DETAILS

C-512 UTILITY DETAILS

C-513 UTILITY DETAILS

C-520 EROSION AND SEDIMENT CONTROL DETAILS

FA001

FIRE ALARM AND MASS NOTIFICATION GENERAL NOTES,

LEGEND AND ABBREVIATIONS

FA101 FIRE ALARM AND MASS NOTIFICATION PLAN

FA501 FIRE ALARM AND MASS NOTIFICATION DETAILS

FA601 FIRE ALARM AND MASS NOTIFICATION RISER

FA602

FIRE ALARM AND MASS NOTIFICATION CONTROL UNIT (FACU)

FUNCTIONAL MATRIX

FX001

FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS

FX101 FIRE SUPPRESSION 1ST FLOOR PLAN

FX601 FIRE SUPPRESSION ONE LINE DIAGRAM

F-001 LIFE SAFETY NARRATIVE AND BUILDING CODE ANALYSIS

F-010 GROUND FLOOR LIFE SAFETY PLAN

S-001

GENERAL NOTES

S-002

STRUCTURAL LEGEND AND ABBREVIATIONS

SB101

FOUNDATION PLAN

SB301

FOUNDATION SECTIONS

SB501

TYPICAL FOUNDATION DETAILS

SB502

TYPICAL SLAB-ON-GRADE DETAILS

SB503

TYPICAL MASONRY DETAILS

SF101

ROOF FRAMING PLAN

SF201

ELEVATIONS

SF301

FRAMING SECTIONS

SF302 FRAMING SECTIONS

SF401 PARTITIAL ROOF PLAN

SF501 FRAMING DETAILS

SF502 FRAMING DETAILS

E-000 ELECTRICAL LEGEND

E-001

ABBREVIATIONS AND TYPICAL DEVICE MOUNTING

HEIGHT DETAIL

E-002 ELECTRICAL NOTES - SHEET 1

E-003 ELECTRICAL NOTES - SHEET 2

ED101 DEMOLITION PLAN

EL101 LIGHTING PLAN

EL401 ENLARGED LIGHTING PLAN - AREA 1

EL402 ENLARGED LIGHTING PLAN - AREA 2

EL403 ENLARGED LIGHTING PLAN - AREA 3

EP101 POWER PLAN

EP102 ROOF - POWER PLAN

EP103 GROUNDING PLAN

EP401 ENLARGED POWER PLAN - AREA 1

EP402 ENLARGED POWER PLAN - AREA 2

EP403 ENLARGED POWER PLAN - AREAS 3 & 4

E-501 ELECTRICAL DETAILS

E-502 ELECTRICAL DETAILS

E-601 ONE LINE DIAGRAM - NEW WORK

E-602 LUMINAIRE SCHEDULE

E-603 PANEL SCHEDULES - SHEET 1

E-604 PANEL SCHEDULES - SHEET 2

E-605 PANEL SCHEDULES - SHEET 3

T-000

COMMUNICATIONS GENERAL NOTES, LEGEND

AND ABBREVIATIONS

T-001 COMMUNICATIONS NOTES

T-101 COMMUNICATIONS PLAN

T-102 ROOF - COMMUNICATIONS PLAN

T-401 ENLARGED COMMUNICATIONS PLAN - AREA 1

T-402 ENLARGED COMMUNICATIONS PLAN - AREA 2

T-403 ENLARGED COMMUNICATIONS PLAN - AREA 3

T-501 COMMUNICATIONS DETAILS - SHEET 1

T-502 COMMUNICATIONS DETAILS - SHEET 2

T-503 COMMUNICATIONS DETAILS - SHEET 3

T-504 COMMUNICATIONS DETAILS - SHEET 4

T-601 RISER DIAGRAMS

AG001

ARCHITECTURAL LEGEND AND ABBREVIATIONS

AG002

ARCHITECTURAL GENERAL NOTES

AG003

ADAAG INFORMATION

AG004

ADAAG INFORMATION

AD010

OVERALL DEMOLITION PLAN

A-011

OVERALL FLOOR PLAN

A-012 OVERALL ROOF PLAN

A-101 AREA FLOOR PLANS

A-151 OVERALL GROUND FLOOR REFLECTED CEILING PLAN

A-152 AREA REFLECTED CEILING PLANS

A-153 BID OPTION 3 - REFLECTED CEILING PLANS

A-201 EXTERIOR BUILDING ELEVATIONS

A-202 EXTERIOR BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-313 WALL SECTIONS

A-314 WALL SECTIONS

A-351 SECTION DETAILS

A-352 SECTION DETAILS

A-401 TOILET PLANS AND ELEVATIONS

A-411

RAMP PLANS, ELEVATIONS AND SECTIONS

A-413

STAIR PLANS, SECTIONS AND DETAILS BID OPTION 1

A-414 BID OPTION - EXTERIOR STRUCTURE

A-451 PLAN DETAILS

A-501 PARTITION TYPES

A-511 PARTITION TYPE DETAILS

A-561 CEILING DETAILS

A-571 ROOF DETAILS

A-601 DOOR SCHEDULE

A-621 DOOR DETAILS

A-622 DOOR DETAILS

A-651 WINDOW SCHEDULE AND TYPES

A-661 WINDOW DETAILS

A-701 ROOM FINISH SCHEDULE

A-711 FLOOR FINISH PLANS

A-721 GROUND FLOOR SIGNAGE PLAN

A-741 SIGNAGE SCHEDULE AND DETAILS

I-101 GROUND FLOOR FURNITURE PLAN

STRUCTURAL DRAWINGS

TITLEDWG. NO.

FIRE ALARM/PROTECTION DRAWINGS

TITLEDWG. NO.

COMMUNICATIONS DRAWINGS

TITLEDWG. NO.

C O

P Y

R I G

R

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

10 NORTH PARK PLACE, SUITE 330

MORRISTOWN, NJ 07960

(973) 884-8701

LICENSEE NO. 000165

Z:\CLIENTS\ANF\USNGB\ANG\NY\98279_FLIGHTTRNG641\DESIGN\_WKSPACE\PROJCAD\98279-INDEX.DWG 11/19/2018 9:44 AM ATIRIZARRY descriptiondateno. by ckd

KD -

P-001 PLUMBING NOTES, LEGENDS, SYMBOLS &

ABBREVIATIONS

P-101

PLUMBING UNDER SLAB PLAN

P-102 PLUMBING 1ST FLOOR PLAN - DOMESTIC WATER &

GAS

P-103

PLUMBING 1ST FLOOR - WASTE & VENT PLAN

P-104

PLUMBING ROOF PLAN

P-201

PLUMBING SECTIONS

P-301

RESTROOM PLUMBING RISER DIAGRAM

P-302

PLUMBING RISER DIAGRAM

P-303

RESTROOM SANITARY RISER DIAGRAM

P-304

NORTH SANITARY RISER DIAGRAM

P-305

STORM RISER DIAGRAM

P-306

NATURAL GAS RISER DIAGRAM

P-401

PLUMBING ENLARGED PLANS

P-501

PLUMBING DETAILS

P-502

PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

M-001

MECHANICAL NOTES, LEGEND, SYMBOLS &

ABBREVIATIONS

M-101 DUCTWORK 1ST FLOOR PLAN

MP101 PIPING 1ST FLOOR PLAN

M-102 MECHANICAL ROOF PLAN

M-300 SECTIONS

M-301 SECTIONS

M-400 ENLARGED MECH ROOM FLOOR PLAN & SECTIONS

M-500 MECHANICAL DETAILS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-600 MECHANICAL SCHEDULES

M-601 MECHANICAL SCHEDULES

M-602 MECHANICAL SCHEDULES

M-700 CONTROLS LEGEND

M-701 CONTROLS

M-702 CONTROLS

M-703 CONTROLS

M-704 CONTROLS

M-705 CONTROLS

M-706 CONTROLS

M-707 CONTROLS

M-708 CONTROLS

M-709 CONTROLS

M-710 CONTROLS

M-711 CONTROLS

ARCHITECTURAL DRAWINGS

TITLEDWG. NO.

MECHANICAL DRAWINGS

TITLEDWG. NO.

ELECTRICAL DRAWINGS

TITLEDWG. NO.

0 11/16/18 TYPE B-3 SUBMITTAL

WONG'S

POND

D W

YER

BULLARD AVENUE

D

IELLO

ST.

DR.

PERIMETER ROAD

EAST MOLLOY ROAD

KE

SE

L

RD

CH

IE

F M

UL

A

DR

IV

E

SI

CH

AM

BERLA

CHIEF

IN DR.

BAACH

I ST.

MANKEY ST.

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

no. date descriptionby ckd

1 1312111098765432

I

H

G

F

E

D

C

B

A

ADD TO FLIGHT TRAINING UNIT BLDG. 641

HAAW169006

174 ATTACK WING

HANCOCK FIELD AIR NATIONAL GUARD BASE

SYRACUSE, NEW YORK

10 N PARK PLACE, SUITE 330

MORRISTOWN, NEW JERSEY 07960

973-884-8701

LICENSE NO 000165

LUIS R. MONZON

PROFESSIONAL ENGINEER

LICENSE NO. 092263-1

C O

P Y

R I G

FEBRUARY 15, 2018 S. CATONE

L. GUERIN K. WARRENDER

GENERAL ACCESS & SAFETY PLAN

98279

G-001 0

98279G-001.dwg

B U

R N

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

NORTH

0 KNW LRM

ABBREVIATIONS

ANG AIR NATIONAL GUARD

AOA AIRCRAFT OPERATIONS AREA

ASTM AMERICAN SOCIETY FOR

TESTING AND MATERIALS

BLDG BUILDING

BMP BEST MANAGEMENT PRACTICE

BC BOTTOM OF CURB ELEVATION

CB CATCH BASIN

CO CLEANOUT

CONC CONCRETE

COTR CONTRACTING OFFICER'S

TECHNICAL REPRESENTATIVE

CY CUBIC YARD

DI DUCTILE IRON

DIA DIAMETER

E EAST

EB ELECTRIC BOX

EL / ELEV ELEVATION

ELEC ELECTRIC

FAA FEDERAL AVIATION

ADMINISTRATION

FF FINISHED FLOOR

FL FLOW LINE ELEVATION

GR TOP OF GRATE ELEVATION

HDPE HIGH DENSITY POLYETHYLENE

ID INNER DIAMETER

INV INVERT

MAX MAXIMUM

MIN MINIMUM

MH MANHOLE

N NORTH

NAD83 NORTH AMERICAN DATUM OF

NAVD88 NORTH AMERICA VERTICAL

DATUM OF 1988

NOM NOMINAL

NYSDEC NEW YORK STATE

DEPARTMENT OF

ENVIRONMENTAL

CONSERVATION

OC ON CENTER

OH OVERHEAD

PCC PORTLAND CEMENT CONCRETE

PVC POLYVINYL CHLORIDE

RCP REINFORCED CONCRETE PIPE

S SOUTH

SAE SOCIETY OF AUTOMOTIVE

ENGINEERS

SAN SANITARY

SE SOUTHEAST

SPDES STATE POLLUTANT DISCHARGE

ELIMINATION SYSTEM

STM STORM

SV SPRINKLER VALVE

SWPPP STORM WATER POLLUTION

PREVENTION PLAN

TBM TEMPORARY BENCHMARK

TC TOP OF CURB ELEVATION

TEL TELEPHONE

TF TOP OF FRAME

TRANS TRANSFORMER

TYP TYPICAL

UNK UNKNOWN

UV UNKNOWN UTILITY VALVE

UVLT UNKNOWN UTILITY VAULT

W WEST

WM WATER METER

WV WATER VALVE

WVLT WATER VAULT

YD YARD DRAIN

IN

T

E R

S T

A T

E

IN

T

E R

S T

A T

E

SECURITY CHECKPOINT

PROJECT SITE

HAUL ROUTE

STAGING AREA

ACCESS LANE FOR

DELIVERIES / CONSTRUCTION

VEHICLES

ACCESS LANE FOR

PERSONNEL

SCALE IN FEET

60' 120'

PERIMETER FENCE

GUARD SHACK

BLDG 650

11/16/18 TYPE B-3 SUBMITTAL

11/16/18 a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

no. date descriptionby ckd

1 1312111098765432

I

H

G

F

E

D

C

B

A

ADD TO FLIGHT TRAINING UNIT BLDG. 641

HAAW169006

174 ATTACK WING

HANCOCK FIELD AIR NATIONAL GUARD BASE

SYRACUSE, NEW YORK

10 N PARK PLACE, SUITE 330

MORRISTOWN, NEW JERSEY 07960

973-884-8701

LICENSE NO 000165

LUIS R. MONZON

PROFESSIONAL ENGINEER

LICENSE NO. 092263-1

C O

P Y

R I G

GENERAL NOTES

98279

G-002 0

98279G-002.dwg

B U

R N

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

ACCESS AND SAFETY NOTES

I. ACCESS AND STAGING

1. ACCESS AND HAUL ROUTES FOR ALL CONTRACTOR

PERSONNEL, VEHICLES, EQUIPMENT, AND DELIVERIES ARE

ILLUSTRATED ON THE ACCESS AND SAFETY PLAN AND ARE

SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO

COORDINATE OFF-SITE HAUL ROUTES WITH THE APPROPRIATE

OWNER WHO HAS JURISDICTION OVER THE AFFECTED ROUTE.

ACCESS ROUTES AND HAUL ROUTES ARE SUBJECT TO

CHANGE AT THE DIRECTION OF THE CONTRACTING OFFICER

AND MAY CHANGE BASED ON OPERATIONAL REQUIREMENTS

OF THE BASE.

2. LOCATION OF ACCESS/HAUL ROADS ARE AS INDICATED ON

THE ACCESS AND SAFETY PLAN (SHEET G-001).

3. ALL HAUL ROADS SHALL BE MAINTAINED SUCH THAT

UNOBSTRUCTED ACCESS WILL BE PROVIDED AT ALL TIMES

FROM THE ROAD TO THE STAGING AREA AND FROM THE

STAGING AREA TO THE WORK SITE. THE MAINTENANCE OF

HAUL ROADS SHALL BE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR AT NO ADDITIONAL COST TO THE

GOVERNMENT.

4. CONTRACTOR SHALL COORDINATE HIS/HER ACTIVITIES

THROUGHOUT THE PROJECT IN A MANNER THAT ALLOWS

EMERGENCY ACCESS TO ALL EXISTING ROADWAYS AT ALL

TIMES WITHOUT DELAYS TO EMERGENCY VEHICLE'S

RESPONSE TIME.

5. IF ANY EMERGENCY ROUTES REQUIRE CLOSURE DUE TO

CONSTRUCTION ACTIVITIES, CONTRACTOR SHALL NOTIFY

BASE, POLICE, LOCAL FIRE AUTHORITY, AND ALL OTHER

EMERGENCY SERVICES OF THE CLOSURE.

6. CONTRACTOR SHALL RESTRICT ALL OPERATIONS TO AREAS

WITHIN THE CONSTRUCTION LIMITS UNLESS COORDINATED

OTHERWISE WITH THE CONTRACTING OFFICER.

7. CONTRACTOR SHALL MAINTAIN THE ACCESS ROUTE TO BE

FREE FROM DEBRIS CAUSED FROM CONSTRUCTION ACTIVITY

ON A DAILY BASIS.

8. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING A STAGING

AND STOCKPILE AREA FOR MATERIALS AND EQUIPMENT.

LOCATION OF CONTRACTOR'S STAGING SHALL BE AS

ILLUSTRATED ON THE GENERAL ACCESS & SAFETY PLAN AND

IS SUBJECT TO THE APPROVAL OF THE CONTRACTING

OFFICER. CONTRACTOR MAY SUBMIT ALTERNATIVES TO THE

STAGING AREA LOCATIONS AS SHOWN. CONTRACTOR'S

STAGING AREA IS SUBJECT TO CHANGE AT THE DIRECTION OF

THE CONTRACTING OFFICER.

9. CONTRACTOR SHALL USE STAGING AREA FOR MATERIAL

STORAGE AND VEHICLE PARKING. CONTRACTOR VEHICLE AND

EQUIPMENT SHALL ONLY BE WITHIN THE STAGING AREA.

10. LOCATION OF CONTRACTOR'S STAGING AREA SHALL BE AS

SHOWN ONGENERAL ACCESS & SAFETY PLAN. WHEN NOT

ENGAGED IN CONSTRUCTION ACTIVITY, THE CONTRACTOR'S

CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE

PARKED IN THE CONTRACTOR'S STAGING AREA.

11. ALL CONTRACTOR VEHICLES AND PERSONNEL ARE SUBJECT

TO BE SEARCHED BY SECURITY POLICE WHEN ENTERING THE

BASE AND MAY EXPERIENCE DELAYS.

12. STAGING AREA AND ANY OTHER AREA DISTURBED BY

CONTRACTOR DURING CONSTRUCTION SHALL BE SEEDED

AND MULCHED IN ACCORDANCE WITH SPECIFICATION SECTION

32 92 19, AND RETURNED TO ORIGINAL OR BETTER CONDITION

UPON CONCLUSION OF CONSTRUCTION ACTIVITIES.

13. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48

HOURS TO THE CONTRACTING OFFICER REGARDING

CONSTRUCTION DELIVERIES PRIOR TO THOSE DELIVERIES.

DELIVERIES SHALL BE SCHEDULED MONDAY-FRIDAY, 8:00 AM

TO 3:00 PM.

14. CONTRACTOR SHALL PROVIDE AND INSTALL A

PROFESSIONALLY PAINTED SIGN, MEETING CONTRACTING

OFFICER APPROVAL, AT THE CONSTRUCTION ENTRANCE TO

DIRECT MATERIAL SUPPLIERS AND EMPLOYEES TO THE

CONSTRUCTION SITE. THE SIGN SHALL CONFORM TO DIVISION

01 REQUIREMENTS OF THE PROJECT'S SPECIFICATIONS.

15. SITE SHALL BE CLOSED OFF THROUGH THE USE OF

TEMPORARY FENCE AT THE CONTRACTOR'S EXPENSE.

16. ADDITIONAL SECURITY ACCESS PROCEDURES WILL BE

ADDRESSED AT THE PRE-CONSTRUCTION MEETING.

II. COORDINATION AND COMMUNICATION

1. CONTRACTOR SHALL APPOINT A CONSTRUCTION

SUPERINTENDENT, SUBJECT TO THE APPROVAL OF THE

CONTRACTING OFFICER, WHO SHALL BE PRESENT ON THE

CONSTRUCTION SITE AT ALL TIMES DURING WORKING HOURS

WHILE SUBCONTRACTORS ARE ON SITE. THE

SUPERINTENDENT SHALL BE DESIGNATED THE RESPONSIBLE

CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE

ON A 24-HOUR BASIS.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING

CONSTANT COORDINATION BETWEEN ANY SUBCONTRACTORS

AND THE CONTRACTING OFFICER. ALL CONSTRUCTION

ACTIVITIES PLANNED BY THE CONTRACTOR SHALL BE

REVIEWED AND APPROVED BY THE CONTRACTING OFFICER.

3. THE FOLLOWING CONTACT INFORMATION IS PROVIDED FOR

CONTRACTOR'S USE IN CASE OF AN EMERGENCY:

a. EMERGENCY 911

b. BASE SECURITY FORCES 315-233-2199

III. TRAFFIC CONTROL

1. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE

MARKED WITH COMPANY PAINT DESIGNS, INSIGNIAS OR

OTHER COMPANY MARKINGS, WHICH ARE CLEARLY VISIBLE.

2. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC

SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN

REVERSE.

3. ONLY RUBBER-TIRED VEHICLES SHALL BE ALLOWED ON

EXISTING PAVEMENT THAT IS TO REMAIN.

4. NO PEDESTRIAN TRAFFIC INSIDE THE CONSTRUCTION LIMITS

WILL BE PERMITTED.

5. ANY DAMAGE TO EXISTING ROADS AND PAVEMENT TO REMAIN

DUE TO CONSTRUCTION EQUIPMENT OR CONSTRUCTION

TRAFFIC SHALL BE REPAIRED TO THEIR ORIGINAL CONDITION

BY THE CONTRACTOR AT HIS/HER OWN EXPENSE TO THE

SATISFACTION OF THE CONTRACTING OFFICER.

6. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF

THE CONSTRUCTION WORK AREAS BY TEMPORARY FENCE

APPROVED BY THE CONTRACTING OFFICER.

7. CONTRACTOR SHALL PROVIDE EACH VEHICLE WITH A FLAG

ATTACHED TO THE VEHICLE WHICH SHOULD BE AT LEAST 3

FEET SQUARE HAVING INTERNATIONAL ORANGE AND WHITE

CHECKERED PATTERN SO THAT THE FLAG IS EASILY VISIBLE.

8. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC

CONTROL DEVICES, THE CONTRACTOR SHALL REQUEST THE

CONTRACTING OFFICER TO SCHEDULE AN INSPECTION.

IV. EQUIPMENT AND STOCKPILE HEIGHT

1. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES

SHALL HAVE BOOMS OR ARMS LOWERED TO THEIR LOWEST

ELEVATION.

2. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER

TO PREVENT ITS MOVEMENT BY WIND FORCES.

V. EXCAVATION AND TRENCHES

1. CONTRACTOR SHALL COMPLY WITH THE MOST CURRENT

EDITION OF OSHA REGULATIONS AND THE STATE LAWS

CONCERNING EXCAVATION.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT

ALL EXCAVATION, TRENCHING, AND SHORING ARE

PERFORMED IN A MANNER THAT COMPLIES WITH CURRENT

LOCAL REGULATIONS AND OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION (OSHA) REGULATIONS FOR

CONSTRUCTION.

3. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 48

HOURS TO THE CONTRACTING OFFICER AND ASSOCIATED

UTILITY COMPANIES AND AGENCIES BEFORE PROCEEDING

WITH ANY EXCAVATION.

4. DEWATERING OF UTILITY TRENCHES AND OTHER

EXCAVATIONS MAY BE REQUIRED.

5. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS

ON-HAND AND READY FOR PLACING THEREIN. AS SOON AS

POSSIBLE AFTER THE MATERIAL HAS BEEN PLACED AND

WORK APPROVED, BACKFILL AND COMPACT TRENCHES AS

SPECIFIED.

6. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION

SITE SHALL BE PROMINENTLY MARKED WITH ORANGE

BARRICADES WITH FLASHING AMBER LIGHTS ACCEPTABLE TO

THE CONTRACTING OFFICER.

VI. EROSION AND SEDIMENT CONTROL NOTES

BEST MANAGEMENT PRACTICES

1. CONSTRUCTION ACTIVITY POLLUTION PREVENTION IS

REQUIRED FOR THIS PROJECT. PREVENTION OF POLLUTION

RESULTING FROM CONSTRUCTION ACTIVITIES SHALL BE

ACCOMPLISHED BY CONTROLLING SOIL EROSION, WATERWAY

SEDIMENTATION, AND AIRBORNE DUST GENERATION.

CONTRACTOR SHALL ENSURE THAT NO SEDIMENT RESULTING

FROM CONSTRUCTION ACTIVITIES INFRINGES ONTO ADJACENT

PROPERTIES. CONTRACTOR SHALL COORDINATE EROSION

AND SEDIMENT CONTROL WITH OTHER CONSTRUCTION

ENTITIES PERFORMING WORK ON ADJACENT PROPERTIES.

2. SOIL EROSION AND SEDIMENT CONTROLS ARE MEASURES

USED TO REDUCE THE AMOUNT OF SOIL PARTICLES THAT ARE

CARRIED OFF AN AREA AND DEPOSITED INTO A DRAINAGE

COLLECTION SYSTEM OR INTO A BODY OF WATER. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT

EROSION AND SEDIMENTATION ARE CONTROLLED TO THE

EXTENT PRACTICABLE. ALL APPLICABLE SOIL EROSION AND

SEDIMENT CONTROL MEASURES SHALL BE IMPLEMENTED AND

MAINTAINED THROUGHOUT THE DURATION OF CONSTRUCTION

ACTIVITIES. PRIOR TO INITIATING CONSTRUCTION IN AN AREA,

ALL TEMPORARY EROSION AND SEDIMENT CONTROL

PRACTICES SHALL BE IN PLACE. UPON PROJECT COMPLETION

ALL TEMPORARY SOIL EROSION AND SEDIMENT CONTROL

MEASURES SHALL BE REMOVED.

3. THIS PROJECT SHALL BE CONSTRUCTED IN COMPLIANCE WITH

THE SOIL EROSION AND SEDIMENTATION CONTROL MEASURES

AS ESTABLISHED AND APPROVED BY NEW YORK STATE

DEPARTMENT OF ENVIRONMENTAL CONSERVATION.

4. TEMPORARY EROSION CONTROL SHALL BE THE

CONTRACTOR'S RESPONSIBILITY, WHO SHALL UTILIZE

APPROPRIATE BEST MANAGEMENT PRACTICES (BMPS). THOSE

BMPS SHALL CONSIST OF SILT FENCE OR OTHER MEANS TO

CONTROL EROSION AS NEEDED. THE CONTRACTOR SHALL

PROVIDE AND FOLLOW THE EROSION AND SWPPP PLANS AS

NEEDED.

5. CONTRACTOR SHALL PLACE SILT FENCE AS SHOWN ON THE

GRADING AND DRAINAGE PLAN, C-103 AND DETAILED ON C-520

PRIOR TO BEGINNING WORK. THE DEVICES SHALL BE PLACED

DOWN-SLOPE OF DISTURBED AREAS WHERE SHEET EROSION

WOULD OCCUR. SILT FENCE SHALL BE CLEANED AND

REPAIRED WHEN SEDIMENT BUILDUP REACHES ONE-THIRD OF

SILT FENCE HEIGHT. AFTER SIGNIFICANT RUNOFF EVENTS,

THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL

STRUCTURES FOR SILT BUILD-UP THAT INTERFERES WITH THE

PERFORMANCE OF THE EROSION CONTROL STRUCTURE AND

REPAIR OR REPLACE THOSE STRUCTURES, AS NECESSARY.

6. ALL STORM DRAIN INLETS SHALL BE PROTECTED BY

APPROPRIATE BMPS DURING CONSTRUCTION, UNTIL ALL

SOURCES WITH POTENTIAL FOR DISCHARGE TO THE INLETS

HAVE BEEN STABILIZED.

7. ALL EXISTING DRAIN INLETS SHALL HAVE SILT PROTECTION

INSTALLED IN ACCORDANCE WITH DETAIL 2 ON DRAWING

C-520. EROSION PROTECTION MAY BE REMOVED WHEN

VEGETATION IS ESTABLISHED. ESTABLISHMENT OF

VEGETATION SHALL MEAN A MINIMUM OF 80% PERENNIAL

VEGETATIVE COVER ON AREAS DISTURBED BY

CONSTRUCTION.

8. TEMPORARY CHECK DAMS MAY BE PLACED IN DRAINAGE

SWALES TO LIMIT THE AMOUNT OF SEDIMENT THAT TRAVELS

DOWNSTREAM. THESE DEVICES MUST BE MAINTAINED AND

THE SEDIMENT REMOVED BEHIND THE DEVICE ON A REGULAR

BASIS TO REMAIN EFFECTIVE.

9. SEE DRAWING C-520 FOR ADDITIONAL DETAILS AND NOTES ON

EROSION AND SEDIMENT CONTROL.

10. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE

MAINTAINED IN ACCORDANCE WITH THE NEW YORK STATE

STANDARDS AND SPECIFICATIONS FOR SOIL EROSION AND

SEDIMENT CONTROL (BLUE BOOK).

CONSTRUCTION ACCESS

THE SITE SHALL HAVE ROADS AND ACCESS DRIVES OF SUFFICIENT

WIDTH AND LENGTH TO PREVENT SEDIMENT FROM TRACKING

ONTO PUBLIC ROADWAYS. SEDIMENT SHALL BE REMOVED

IMMEDIATELY FROM THE ROAD BY SHOVELING OR SWEEPING

WHEN SEDIMENT IS TRANSPORTED ONTO A PUBLIC ROAD

SURFACE OR OTHER PAVED AREA BY EQUIPMENT OR VEHICLES

EXITING THE CONSTRUCTION SITE. BULK CLEARING OF

ACCUMULATED SEDIMENT SHALL BE TRANSPORTED TO A

CONTROLLED SEDIMENT DISPOSAL AREA OR THE POINT OF LIKELY

ORIGIN BEFORE THE END OF EACH WORK DAY. ROAD WASHING

SHALL BE ALLOWED ONLY AFTER THE SEDIMENT IS REMOVED IN

THE ABOVE MANNER.

FINAL GRADING AND CLEAN UP

1. AFTER COMPLETION OF FINAL GRADING, THE DISTURBED

AREAS SHALL BE REVEGETATED. ALL TEMPORARY EROSION

AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED UPON

PROJECT COMPLETION. TRAPPED SEDIMENT AND OTHER

DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION

OF TEMPORARY CONTROL MEASURES SHALL BE

PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION

AND SEDIMENTATION.

2. ALL EXISTING BASINS TO REMAIN SHALL BE CLEANED OF ALL

DEBRIS AND SEDIMENTATION.

PETROLEUM PRODUCTS

ALL ON-SITE VEHICLES SHALL BE MONITORED FOR PETROLEUM

LEAKS AND SHALL RECEIVE PROPER PREVENTATIVE MAINTENANCE

TO REDUCE THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS

SHALL BE STORED IN TIGHTLY-SEALED CONTAINERS THAT ARE

CLEARLY LABELED. ALL SPILLS SHALL BE CLEANED UP

IMMEDIATELY AFTER DISCOVERY. WASTE OIL AND OTHER

PETROLEUM PRODUCTS SHALL NOT BE DISCHARGED ONTO THE

GROUND OR INTO WATER BODIES. PETROLEUM PRODUCTS USED

ON-SITE SHALL BE APPLIED ACCORDING TO THE MANUFACTURER

RECOMMENDATIONS.

STORM WATER PERMIT

THE PROJECT IS EXPECTED TO DISTURB LESS THAN ONE ACRE,

BUT IF FOR ANY REASON THE SITE DISTURBANCE REACHES ONE (1)

ACRE OR MORE THEN THE CONTRACTOR IS RESPONSIBLE FOR

OBTAINING A STORM WATER PERMIT FOR LAND DISTURBANCE

PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR

COORDINATING WITH LOCAL AUTHORITIES TO COMPLETE AND

SUBMIT THE STORM WATER POLLUTION PREVENTION PLAN

(SWPPP) FOR APPROVAL. CONTRACTOR IS RESPONSIBLE FOR ALL

FEES ASSOCIATED WITH SUBMITTAL OF THE PERMIT AT NO

ADDITIONAL COST TO THE GOVERNMENT. THE PERMITTING

PROCESS MAY INCLUDE THE FOLLOWING:

1. SUBMIT STORM WATER QUALITY PERMIT APPLICATION FEE TO

NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL

CONSERVATION.

2. SUBMIT AFFIDAVIT STATING PROPERTY OWNER'S

COMMITMENT TO COMPLY WITH STORM WATER QUALITY

MANAGEMENT PLAN AND NYSDEC REGULATIONS FOR STORM

WATER QUALITY MANAGEMENT.

3. SUBMIT NEW YORK POLLUTION DISCHARGE ELIMINATION

SYSTEM (SPDES) GENERAL PERMIT NO. GP-0-15-002 AND

NOTICE-OF-INTENT (NOI) FORM TO

NYDEC, BUREAU OF WATER PERMITS

625 BROADWAY, 4TH FLOOR

ALBANY, NY 12233-3505.

VII. OTHER SAFETY REQUIREMENTS

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT

CONFORM TO OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) REGULATIONS.

2. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN

AND PAY FOR ALL APPLICABLE PERMITS, FEES AND LICENSES

FOR CONSTRUCTION AND EQUIPMENT.

3. THE CONTRACTOR SHALL PERFORM ON-SITE INSPECTIONS

THROUGHOUT THE PROJECT AND REMEDY ANY SAFETY

CONCERNS IMMEDIATELY.

4. CONTRACTOR SHALL MAINTAIN AT ALL TIMES ONE FIRE LANE

FREE FROM OBSTRUCTION AND MAINTAIN ACCESS TO THE

BASE.

5. THERE SHALL BE NO PERMANENT WASTE SITES ON BASE

PROPERTY. ANY TEMPORARY WASTE AREA SHALL BE

APPROVED BY THE CONTRACTING OFFICER AND SHALL BE

KEPT IN AN ORDERLY CONDITION. REMOVAL OF WASTE

THAT IS NOT PROPERLY MAINTAINED IS SUBJECT TO THE

DIRECTION OF THE CONTRACTING OFFICER.

6. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY

CLIENT-OWNED EQUIPMENT WITH THE CONTRACTING

OFFICER.

7. EROSION CONTROL DEVICES SHALL BE USED FOR THE

ACCESS AND HAUL ROUTES, STAGING AREA, AND ANY

MATERIAL STOCKPILES WHEN NECESSARY TO CONTROL

EROSION AND STORM WATER RUNOFF. SEE GRADING AND

DRAINAGE PLAN FOR EROSION AND SEDIMENT CONTROL

REQUIREMENTS.

8. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT

DUST CAUSED BY CONSTRUCTION ACTIVITIES TO A LIMIT

ACCEPTABLE TO CONTRACTING OFFICER. THE CONTRACTOR

SHALL CONTROL BLOWING DUST ON THE PROJECT SITE FROM

ANY HAUL ROUTE OR WORK AREA.

9. WILDLIFE ATTRACTANTS, SUCH AS TRASH AND FOOD SCRAPS,

FROM CONSTRUCTION PERSONNEL AND ACTIVITIES SHALL BE

REMOVED FROM THE PROJECT LIMITS ON A DAILY BASIS.

10. GASOLINE, DIESEL FUEL, OIL, AND OTHER HAZARDOUS WASTE

RESULTING FROM CONTRACTOR'S OPERATIONS OR ACTIVITIES

SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH THE

SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS

AND PROPERLY REMOVED FROM THE PROJECT PROPERTY. IF

HAZARDOUS MATERIALS ARE ENCOUNTERED OR UNCOVERED

DURING CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY THE CONTRACTING OFFICER.

11. IF CONSTRUCTION REQUIRES THE DISRUPTION OR

DISCONNECTION OF ANY WATER LINES OR FIRE HYDRANTS ON

PROJECT PROPERTY OR ADJOINING PROPERTY, THE

CONTRACTOR SHALL PROVIDE A MINIMUM ADVANCE NOTICE

OF 48 HOURS TO THE LOCAL FIRE AUTHORITY AND ALL OTHER

EMERGENCY SERVICES.

12. FAILURE TO COMPLY WITH THE CONTRACTING OFFICER

SAFETY REQUIREMENTS SHALL RESULT IN THE SUSPENSION

OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS

ARE ADDRESSED BY THE CONTRACTOR TO THE SATISFACTION

OF THE CONTRACTING OFFICER.

13. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH

SAFETY PLAN SHALL IMMEDIATELY BE REMOVED FROM THE

WORK AREA AND SHALL NOT BE PERMITTED TO RETURN

THROUGHOUT THE REMAINDER OF THE PROJECT.

IX. CONTRACTOR SAFETY PLAN SUBMITTAL

1. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN

WITH HIS/HER PROJECT SCHEDULE. THE SAFETY PLAN SHALL

CONFORM TO DIVISION 01 OF THE PROJECT SPECIFICATIONS

AND IDENTIFY THE FOLLOWING ITEMS:

a. PROPOSED ACCESS POINTS, STAGING AREA AND HAUL

ROUTES.

b. TEMPORARY MARKINGS TO BE USED, IF ANY.

c. LOCATION AND TYPE OF BARRICADES OR OTHER TRAFFIC

CONTROL DEVICES.

d. METHODS BY WHICH THE CONTRACTOR WILL COMMUNICATE

WITH THE CONTRACTING OFFICER.

e. AREAS TO WHICH CONSTRUCTION OPERATIONS SHALL BE

LIMITED, ALONG WITH PROPOSED MEASURES TO MINIMIZE

THE POSSIBILITY OF CONTRACTOR EQUIPMENT AND

WORKERS ACCIDENTALLY ENTERING THE AIRCRAFT

OPERATIONS AREA.

f. PRIMARY CONSTRUCTION SUPERINTENDENT CONTACT

INFORMATION.

g. ANY REQUESTED TEMPORARY AMENDMENTS TO THE

SECURITY PLAN FOR SPECIAL CONDITION OR

MODIFICATIONS.

2. ANY PROPOSED CHANGES TO THE SAFETY PLAN MUST BE

SUBMITTED TO THE CONTRACTING OFFICER FOR REVIEW

PRIOR TO IMPLEMENTATION.

X. GENERAL NOTES

1. SPECIFIC AREA LIMITS AS INDICATED ON GENERAL ACCESS &

SAFETY PLAN ARE APPROXIMATE. CONTRACTOR SHALL

COORDINATE ACTUAL LIMITS WITH CONTRACTING OFFICER.

2. THE CONTRACTOR SHALL MAINTAIN ON THE SITE ONE SET OF

RED LINE "AS CONSTRUCTED" DRAWINGS. THE SET SHALL BE

DELIVERED TO THE CONTRACTING OFFICER NO LATER THAN

SEVEN (7) CALENDAR DAYS AFTER THE FINAL INSPECTION.

3. ALL WORK SHALL BE CONSTRUCTED IN COMPLIANCE WITH THE

GENERAL PERMIT # GP-0-15-002 FOR STORMWATER

DISCHARGE. CONTRACTOR IS RESPONSIBLE FOR

COORDINATING ALL REQUIREMENTS WITH STATE AND LOCAL

AUTHORITIES AND SUBMITTING DOCUMENTS FOR PERMITTING.

4. THE CONTRACTOR SHALL REMOVE STANDING WATER FROM

THE PROJECT WORK LIMITS AS NECESSARY TO PROTECT THE

SUBGRADE, SUBBASE, AND/OR BASE COURSE OF THE

PROPOSED PAVEMENT AREAS, SURROUNDING

PAVEMENT-TO-REMAIN, OR OTHER COMPLETED WORKS. NO

DIRECT OR SEPARATE PAYMENT SHALL BE MADE FOR THIS

DEWATERING EFFORT AS THE COST IS INCIDENTAL TO THE

PROJECT.

5. THE CONTRACTOR SHALL CONTACT ALL ASSOCIATED UTILITY

COMPANIES AND AGENCIES PRIOR TO COMMENCEMENT OF

WORK FOR THE LOCATION OF UTILITIES (CALL 811).

COORDINATE ACCESS OF UTILITY COMPANY PERSONNEL WITH

BASE.

6. THE LOCATION OF STRUCTURES AND UNDERGROUND

UTILITIES AS INDICATED HAVE BEEN OBTAINED FROM EXISTING

RECORDS AND FIELD SURVEYS. UNDERGROUND STRUCTURES

AND UTILITIES MAY BE PRESENT WHICH ARE NOT

DOCUMENTED OR LOCATED. EXISTING UTILITIES SHOWN ON

THE PLANS MAY NOT BE ACCURATE IN LOCATION, SIZE AND

TYPE OF MATERIAL, AND ARE NOT GUARANTEED TO BE

ACCURATE.

7. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD -

VERIFY EXISTING STRUCTURES, UTILITIES AND SURVEY

INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS

DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR

SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE

THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK

COMMENCES. IN THE EVENT OF UNEXPECTED UTILITY OR

STRUCTURE INTERFERENCE IS ENCOUNTERED, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING

OFFICER.

CONTRACTOR PHASING REQUIREMENTS:

1. CONTRACTOR IS RESPONSIBLE FOR PHASING THE PROJECT IN

COORDINATION WITH THE BASE CIVIL ENGINEER AND

CONTRACTING OFFICER TO AVOID OPEN EXCAVATIONS FOR

MORE THAN WHAT WORK CAN BE INSTALLED/ACCOMPLISHED

IN ONE DAY. CONTRACTOR SHALL SEQUENCE/PHASE THE

WORK TO ENSURE THAT A SUFFICIENT AMOUNT OF AREA IS

LEFT ACCESSIBLE FOR PARKING AND BASE OPERATIONS ON A

DAILY BASIS. THE CONTRACTOR SHALL DEVELOP AND SUBMIT

A PHASING PLAN FOR THE ENTIRE DURATION OF THE PROJECT

PRIOR TO THE START OF CONSTRUCTION ACTIVITY, WHICH

SHALL BE REVIEWED AND APPROVED BY THE GOVERNMENT.

0 KNW LRM11/16/18 TYPE B-3 SUBMITTAL

u ild in g

B u lla rd A v e n u e

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

no. date descriptionby ckd

1 1312111098765432

I

H

G

F

E

D

C

B

A

ADD TO FLIGHT TRAINING UNIT BLDG. 641

HAAW169006

174 ATTACK WING

HANCOCK FIELD AIR NATIONAL GUARD BASE

SYRACUSE, NEW YORK

10 N PARK PLACE, SUITE 330

MORRISTOWN, NEW JERSEY 07960

973-884-8701

LICENSE NO 000165

LUIS R. MONZON

PROFESSIONAL ENGINEER

LICENSE NO. 092263-1

C O

P Y

R I G

APRIL 4, 2017 S. CATONE

DEMOLITION PLAN

98279

CD100 0

98279CD100.dwg

B U

R N

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

SCALE IN FEET

20'10' 40'

NORTH

SIDEWALK

REMOVAL

SIDEWALK

REMOVAL

ASPHALT

PAVEMENT

REMOVAL

ASPHALT

PAVEMENT

REMOVAL

FENCE REMOVAL LIMIT

COORDINATE POINT

WITH SITE PLAN

SANITARY SEWER

REMOVAL

SANITARY SEWER

MANHOLE REMOVAL

STORM SEWER

INLET AND PIPE

REMOVAL

REMOVE EXISTING VEHICLE GATE

TREE

REMOVAL (TYP.)

STORM

SEWER

REMOVAL

LEGEND

ASPHALT REMOVAL

CONCRETE SIDEWALK REMOVAL

UTILITY LINE REMOVAL

UTILITY STRUCTURE REMOVAL

TREE REMOVAL

SAWCUT PAVEMENT

DEMOLITION NOTES:

1. PRIOR TO ANY LAND DISTURBING ACTIVITY, SOIL EROSION AND

SEDIMENT CONTROL DEVICES MUST BE INSTALLED IN

ACCORDANCE WITH NEW YORK STATE STANDARDS AND

SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.

2. PROJECT SITE DOES NOT INCLUDE ANY ITEMS TO BE

SALVAGED. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF

ALL DEBRIS FROM SITE. SEE ARCHITECTURAL DRAWINGS AND

SPECIFICATIONS FOR BUILDING DEMOLITION AND/OR ITEMS TO

BE SALVAGED.

3. LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE.

CONTRACTOR SHALL VERIFY EXISTENCE AND LOCATION OF ALL

UTILITIES PRIOR TO THE START OF CONSTRUCTION.

4. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO REMAIN.

ANY DAMAGE TO EXISTING UTILITIES TO REMAIN SHALL BE

IMMEDIATELY REPAIRED AT CONTRACTOR'S EXPENSE.

5. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY

MATERIALS SHALL BE DISPOSED OF OFF BASE.

6. EXCESS SOIL AND UNSUITABLE EXCAVATION MATERIAL SHALL

BE DISPOSED OF IN ACCORDANCE WITH ALL STATE AND

FEDERAL REGULATIONS.

7. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND

PAVEMENT REMOVAL WITH PROPOSED PAVEMENT LAYOUT.

8. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL

DEPTH.

9. EXISTING PAVEMENT EDGES SHALL BE SAWCUT IN LOCATIONS

SHOWN TO PROVIDE CLEAN EDGE FOR CONSTRUCTION OF

PAVEMENT.

10. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN

SHALL BE REPAIRED OR REMOVED AND REPLACED AT THE

CONTRACTOR'S EXPENSE.

11.CONTRACTOR SHALL PRESERVE EXISTING TREES AND

VEGETATION WHENEVER PRACTICABLE. CONTRACTOR SHALL

TAKE NECESSARY PRECAUTIONS TO PROTECT ROOT SYSTEMS

OF SHRUBS, PLANTS AND TREES ALONG THE AREA OF

EXCAVATION.

12.EXISTING VEGETATION AND FACILITIES WHICH ARE NOT

INDICATED TO BE REMOVED SHALL BE PROTECTED FROM

DEMOLITION OR OTHER CONSTRUCTION ACTIVITIES.

13.RELOCATE EXISTING SECURITY CABLING AND CONCRETE

DEADMAN. COORDINATE FINAL LOCATION WITH SECURITY

FORCES.

EXISTING CATCH

BASIN TO REMAIN

EXISTING CATCH

BASIN TO REMAIN

SEE NOTE 13

COORDINATE LIMIT OF

STORM SEWER REMOVAL

WITH UTILITY PLAN

COORDINATE LIMIT

OF STORM SEWER

REMOVAL WITH

UTILITY PLAN

FENCE REMOVAL LIMIT

COORDINATE POINT

WITH SITE PLAN

SIDEWALK REMOVAL

LIMIT COORDINATE

POINT WITH SITE PLAN

SAWCUT

PAVEMENT

SAWCUT

PAVEMENT

SAWCUT

PAVEMENT

ild in g

B u lla rd A v e n u e

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

no. date descriptionby ckd

1 1312111098765432

I

H

G

F

E

D

C

B

A

ADD TO FLIGHT TRAINING UNIT BLDG. 641

HAAW169006

174 ATTACK WING

HANCOCK FIELD AIR NATIONAL GUARD BASE

SYRACUSE, NEW YORK

10 N PARK PLACE, SUITE 330

MORRISTOWN, NEW JERSEY 07960

973-884-8701

LICENSE NO 000165

LUIS R. MONZON

PROFESSIONAL ENGINEER

LICENSE NO. 092263-1

C O

P Y

R I G

EXISTING CONDITIONS PLAN

98279

C-001 0

98279C-001.dwg

B U

R N

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

SCALE IN FEET

20'10' 40'

NORTH

NOTES:

1. TOPOGRAPHIC SURVEY PERFORMED BY BL

COMPANIES IN APRIL 2017.

2. HORIZONTAL CONTROL IS STATE PLANE

COORDINATES - NEW YORK CENTRAL ZONE

NAD83 BASED ON GPS OBSERVATIONS.

3. VERTICAL CONTROL IS NAVD88 BASED ON

GPS OBSERVATIONS.

LEGEND

ild in g

B u lla rd A v e n u e

S

S

S

S

X

X

X

X

X

T

T

T

T

T

T

D

D

D

D

H

H

H

H

H

H

E

E

D

C

E A

LOCATION POINT TABLE

POINT #

NORTHING

1130688.594

1130653.235

1130639.029

1130676.048

1130681.019

1130609.244

1130635.508

1130598.058

1130535.012

1130469.541

1130472.516

1130679.960

1130698.019

1130696.087

1130661.680

1130677.393

1130672.974

1130680.760

1130699.576

EASTING

948373.575

948375.333

948469.619

948484.404

948484.158

948389.109

948387.202

948235.066

948239.645

948253.924

948294.889

948461.199

948459.990

948372.518

948477.957

948487.458

948485.925

948462.168

948461.430

DESCRIPTION

EOP

EOP

EOP

EOP

EOP

COLUMN INTERSECTION

COLUMN INTERSECTION

COLUMN INTERSECTION

COLUMN INTERSECTION

COLUMN INTERSECTION

COLUMN INTERSECTION

EOP

EOP

FENCE LIMIT

SIDEWALK LIMIT

FENCE LIMIT

FENCE

FENCE

FENCE

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

no. date descriptionby ckd

1 1312111098765432

I

H

G

F

E

D

C

B

A

ADD TO FLIGHT TRAINING UNIT BLDG. 641

HAAW169006

174 ATTACK WING

HANCOCK FIELD AIR NATIONAL GUARD BASE

SYRACUSE, NEW YORK

10 N PARK PLACE, SUITE 330

MORRISTOWN, NEW JERSEY 07960

973-884-8701

LICENSE NO 000165

LUIS R. MONZON

PROFESSIONAL ENGINEER

LICENSE NO. 092263-1

C O

P Y

R I G

SITE PLAN

98279

C-101 0

98279C-101.dwg

B U

R N

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

SCALE IN FEET

20'10' 40'

NORTH

MILL &

OVERLAY

ASPHALT

NEW

CHAINLINK

FENCE

BUILDING

ADDITION

NEW SIDEWALK

NEW DOUBLE SWING GATE

NEW CONCRETE RAMP

BUILDING

ADDITION

NEW ASPHALT PAVEMENT

NEW SIDEWALK

NEW 4" WHITE MARKING FOR

8 PARKING SPACES

LEGEND

FULL DEPTH ASPHALT

MILL AND OVERLAY

CONCRETE SIDEWALK

BUILDINGS

CHAIN-LINK FENCE

DECORATIVE FENCE

(BID OPTION)

TYPE D - CONSTRUCTION

JOINT

TYPE T - ISOLATION JOINT

TYPE H - DUMMY

CONTRACTION JOINT

C-501

C-502

C-501

X

NOTES:

1. FOR BUILDING LAYOUT, COLUMN LINES, AND INTERIORS, SEE

ARCHITECTURAL DRAWINGS.

2. FOR BID OPTION STAIR AND FENCE LAYOUT, SEE

ARCHITECTURAL AND STRUCTURAL DRAWINGS.

3. EXACT LOCATION OF DUMPSTER PAD TO BE CONFIRMED WITH

CONTRACTING OFFICER PRIOR TO INSTALLATION.

4. CONTRACTOR SHALL COORDINATE BUILDING ENTRANCES,

EGRESSES, WALKWAYS AND DOORWAY LOCATIONS WITH

ARCHITECTURAL AND STRUCTURAL DRAWINGS.

10' x 10'

DUMPSTER PAD

SEE NOTE 3

NO PARKING AREA,

4" WHITE LINES,

2' SPACING OC,

AT 45 DEGREES

TAPERED CURB

AND SIDEWALK

C-501

C-503

CONCRETE PATIO

(BID OPTION)

CONNECT TO

EXISTING FENCE

C-502

CONNECT TO

EXISTING FENCE

6.70' x 3.75'

SIDEWALK

NEW CONCRETE

DEADMAN

C-502

REMOVABLE

BOLLARD

(TYP OF 3)

C-502

18" CURB

C-502

0.00

5.00

DECORATIVE

FENCE STAIR

ENCLOSURE

SEE NOTE 2

16.50' x 10.50'

SIDEWALK

HYDRANT LOCATION

BOLLARD STORAGE

C-504

C-504

C-502

5.0

9.0

4" WHITE LINES,

2' SPACING OC,

AT 45 DEGREES

C-501

CONCRETE PATIO

JOINTING PLAN

C-501

EDGE OF EXISTING

PAVEMENT

C-505

C-505

C-505

T

D

H

S

S

S

S

S

SS

SS

SS

SS

S S

S

S

S

S

S

S

S S

S

B u ild in g

B u lla rd A v e n u e

S

S

SS1

INV IN = 398.41 (6" SS S)

INV IN = 397.29 (8" SS SW)

INV OUT = 397.19 (8" SS N)

N 1130586.00

E 948214.04

RIM = 403.95

SS2

INV IN = 397.04 (8" SS S)

INV OUT = 396.94 (8" SS E)

N 1130644.76

E 948231.58

RIM = 404.00

8" SS

SS3

INV IN = 396.66 (8" SS W)

INV IN = 396.96 (4" SS S)

INV OUT = 396.56 (8" SS E)

N 1130646.32

E 948347.63

RIM = 402.31

8" S S

4" SS

SS4

INV IN = 396.45 (8" SS W)

INV OUT = 396.35 (8" SS S)

N 1130643.61

E 948391.31

RIM = 402.00

X

X

X

X

X

T

T

T

T

T

T

D

D

D

D

H

H

H

H

H

H

D

S

D

S

D

6" SD

4" SD

S D

S D

S

D

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

no. date descriptionby ckd

1 1312111098765432

I

H

G

F

E

D

C

B

A

ADD TO FLIGHT TRAINING UNIT BLDG. 641

HAAW169006

174 ATTACK WING

HANCOCK FIELD AIR NATIONAL GUARD BASE

SYRACUSE, NEW YORK

10 N PARK PLACE, SUITE 330

MORRISTOWN, NEW JERSEY 07960

973-884-8701

LICENSE NO 000165

LUIS R. MONZON

PROFESSIONAL ENGINEER

LICENSE NO. 092263-1

C O

P Y

R I G

UTILITY PLAN

98279

C-102 0

98279C-102.dwg

B U

R N

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

SCALE IN FEET

20'10' 40'

NORTH

ADJUST

EXISTING

COVERS TO

NEW

GRADES

BUILDING

ADDITION

BUILDING

ADDITION

UTILITY NOTES:

1. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING

CONNECTIONS WITH BUILDING CONTRACTOR AND THE INFORMATION

PROVIDED ON MECHANICAL AND ELECTRICAL DRAWINGS FOR EACH

FACILITY.

3. CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER AND ALL

ASSOCIATED UTILITY COMPANIES AND AGENCIES TO IDENTIFY THE

LOCATION OF UTILITIES PRIOR TO COMMENCEMENT OF WORK.

4. CONTRACTOR SHALL COORDINATE ALL REQUIRED UTILITY SHUTDOWNS

FOR UTILITY CONNECTIONS WITH THE CONTRACTING OFFICER.

5. CONNECTION TO EXISTING WATER, SEWER, AND STORM MAINS SHALL

BE CONSTRUCTED IN ACCORDANCE WITH ALL REQUIREMENTS OF

ASSOCIATED UTILITY COMPANIES AND AGENCIES.

6. THE MINIMUM DEPTH OF COVER FOR UTILITIES SHALL BE AS FOLLOWS

UNLESS INDICATED OTHERWISE:

a. WATER: 48 INCHES

b. FIRE PROTECTION: 48 INCHES

c. ELECTRICAL AND COMMUNICATION: 24 INCHES

d. ALL OTHER UTILITIES: 36 INCHES

7. ALL UNDERGROUND UTILITIES ARE SUBJECT TO ACCEPTANCE TESTING

AND INSPECTION METHODS DETAILED IN THE SPECIFICATIONS, WHICH

MAY INCLUDE VIDEO CAMERA INSPECTION.

8. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE APPROVED BY

ENGINEER AND THE CONTRACTING OFFICER.

9. SEE ELECTRICAL AND COMMUNICATIONS DRAWINGS FOR ADDITIONAL

REQUIREMENTS INCLUDING, BUT NOT LIMITED TO, AREAS REQUIRING

HAND DIGGING.

WATER UTILITY NOTES:

1. JOINT RESTRAINTS ARE REQUIRED AT ALL TEES, BENDS, OR ELBOWS

OF PRESSURIZED PIPING IN ACCORDANCE WITH THE DRAWINGS,

SPECIFICATIONS, AND MANUFACTURER'S RECOMMENDATIONS.

2. WATER LINES SHALL BE INSTALLED A MINIMUM OF 3.00 FEET BEHIND

THE EDGE OF PAVEMENT OR FACE OF CURB UNLESS INDICATED

OTHERWISE. SEE SPECIFICATIONS FOR ADDITIONAL CLEARANCE

REQUIREMENTS FOR WATER PIPING.

3. CONTRACTOR SHALL COORDINATE THE INSTALLATION, TESTING, AND

INSPECTION OF ALL DOMESTIC WATER AND FIRE WATER SYSTEMS

WITH THE ASSOCIATED UTILITY COMPANIES AND AGENCIES. SEE

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS ON WATER UTILITY

TESTING AND INSPECTION.

SANITARY UTILITY NOTES:

1. ALL SANITARY SEWER BUILDING CONNECTIONS ARE TO BE MADE

USING 6.00 INCH LINES UNLESS INDICATED OTHERWISE.

CONTRACTOR SHALL TRANSITION FROM INTERIOR PLUMBING TO 6.00

INCH SERVICE LINE OUTSIDE OF BUILDING.

2. ALL SANITARY LINES ARE TO BE LAID AT A UNIFORM SLOPE FROM

THE BUILDING CONNECTIONS TO THE CONNECTING SEWER AND

BETWEEN UTILITY STRUCTURES.

3. SEWER LINES SHALL BE INSTALLED A MINIMUM OF 10.00 FEET

HORIZONTALLY FROM ADJACENT WATER LINES UNLESS INDICATED

OTHERWISE. SEE SPECIFICATIONS FOR ADDITIONAL CLEARANCE

REQUIREMENTS FOR SANITARY PIPING.

4. SEWER LINES SHALL BE INSTALLED BELOW WATER LINES WITH A

MINIMUM VERTICAL SEPARATION OF 24 INCHES UNLESS INDICATED

OTHERWISE.

5. IF MANHOLES ARE INDICATED ON SANITARY LINES, A 0.1 FOOT DROP

IN ELEVATION BETWEEN THE INCOMING AND OUTGOING SEWER

SHALL BE PROVIDED IN EACH MANHOLE UNLESS INDICATED

OTHERWISE. INVERT FLOW CHANNELS SHALL BE CONSTRUCTED TO

PROVIDE SMOOTH AND UNIFORM SLOPE WITH GRADUAL TRANSITION

SECTIONS.

6. FOR SANITARY LINE DETAILS, SEE PROFILE ON SHEET C-301.

7. FOR CONTINUATION OF SANITARY LINES INSIDE BUILDING, SEE

PLUMBING DRAWINGS.

UTILITY STRUCTURE NOTES:

1. ALL UTILITY STRUCTURES ARE TO BE H-20 RATED UNLESS INDICATED

OTHERWISE.

2. IF A MANHOLE IS LOCATED IN PAVEMENT AREAS, RIM ELEVATION

SHALL BE FLUSH WITH FINAL GRADE. IF A MANHOLE IS LOCATED

OUTSIDE OF PAVEMENT AREAS, RIM ELEVATION SHALL BE

6.00” MINIMUM ABOVE ADJACENT FINISH GRADE.

3. COVERS AND CASTINGS OF MANHOLES AND STRUCTURES SHALL BE

STAMPED PER THE APPROPRIATE UTILITY TYPE OR PER THE LOCAL

STANDARDS, AND SHALL BE STAMPED PER THE ORIGIN OF

MANUFACTURE.

4. COVERS AND CASTINGS SHALL BE TAMPER-PROOF FOR

STRUCTURES LOCATED IN PEDESTRIAN AREAS, EASEMENT AREAS,

AND AREAS WITH SPECIAL SECURITY RESTRICTIONS.

5. COVERS THAT MAY BE SUBMERGED SHALL BE WATERTIGHT.

6. ANY LIFT LOOPS FOR UTILITY STRUCTURES SHALL BE GROUTED

FLUSH AFTER INSTALLATION.

7. PIPE MAY EXTEND 2.00” MAXIMUM BEYOND INTERIOR MANHOLE

WALL.

LEGEND

SANITARY MANHOLE

STORM INLET

SANITARY SEWER LINE

FIRE HYDRANT

VALVE

CLEANOUT

C-510

C-510

C-501

SS

S

C-512

C-512

CONNECT TO EXISTING

SANITARY MANHOLE AT

INV=396.30, CLOSE

EXISTING INV. TO WEST

6" W

CONNECT TO EXISTING 6"

WATER LINE VIA WET TAP

VALVE

FIRE HYDRANT

CO

CO

C-512

INV 397.10

SEE SANITARY

UTILITY NOTE 7

INV 398.97

SEE SANITARY

UTILITY NOTE 7

ADJUST EXISTING COVERS

TO NEW GRADES

ADJUST EXISTING COVERS

TO NEW GRADES

SEE SHEET

C-103

SEE SHEET

C-103 ild in g

B u lla rd A v e n u e

X

X

X

X

X

T

T

T

T

T

T

D

D

D

D

H

H

H

H

H

H

S

S

S

S

S

S

S

SS

SS

SS

SS

S S

S

S

S

S

S

S

S S

S

DI2

INV IN = 392.30 (15" SD S)

INV IN = 391.59 (12" SD SE)

INV OUT = 392.30 (15" SD N)

N 1130414.45

E 948281.45

RIM = 403.00

S D

S

D

S

D

4" SD6" SD

S D

S

D

DI1

INV IN = 398.10 (4" SD W)

INV OUT = 396.66 (10" SD NE)

N 1130650.39

E 948378.35

RIM = 402.17

YARD INLET

INV OUT = 398.81 (4" SD S)

N 1130631.99

E 948265.63

RIM = 402.50

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

no. date descriptionby ckd

1 1312111098765432

I

H

G

F

E

D

C

B

A

ADD TO FLIGHT TRAINING UNIT BLDG. 641

HAAW169006

174 ATTACK WING

HANCOCK FIELD AIR NATIONAL GUARD BASE

SYRACUSE, NEW YORK

10 N PARK PLACE, SUITE 330

MORRISTOWN, NEW JERSEY 07960

973-884-8701

LICENSE NO 000165

LUIS R. MONZON

PROFESSIONAL ENGINEER

LICENSE NO. 092263-1

C O

P Y

R I G

GRADING & DRAINAGE PLAN

98279

C-103 0

98279C-103.dwg

B U

R N

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

SCALE IN FEET

20'10' 40'

NORTH

BUILDING

ADDITION

BUILDING

ADDITION

FF=403.55

MATCH EXISTING

GRADING AND DRAINAGE NOTES:

1. PROPOSED ELEVATIONS INDICATED ARE FOR TOP OF

FINAL GRADE, PAVEMENT, OR STRUCTURE UNLESS

INDICATED OTHERWISE.

2. ELEVATION DENOTED AS "MATCH" ARE INTENDED TO

MEET EXISTING GRADE ELEVATIONS. CONTRACTOR

SHALL VERIFY ELEVATIONS AT TIE-INS AND MATCH

POINTS PRIOR TO BEGINNING CONSTRUCTION.

3. EXTERIOR FINISH GRADES AT BUILDING ENTRANCES

AND DOORWAY THRESHOLDS SHALL BE MAXIMUM 0.25

INCHES BELOW BUILDING FINISH FLOOR IF A VERTICAL

THRESHOLD IS PROVIDED, AND SHALL BE MAXIMUM 0.5

INCHES BELOW BUILDING FINISH FLOOR IF A BEVELED

THRESHOLD IS PROVIDED, UNLESS INDICATED

OTHERWISE.

4. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL

TIMES DURING CONSTRUCTION. ANY DRAINAGE

FEATURE OR STRUCTURE DISTURBED DURING

CONSTRUCTION SHALL BE RESTORED TO EXISTING

CONDITIONS OR BETTER SUBJECT TO THE APPROVAL

OF THE CONTRACTING OFFICER.

5. SURFACES AROUND FACILITY SHALL BE GRADED TO

PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS

AND PAVEMENTS.

6. THE CONTRACTOR SHALL REMOVE STANDING WATER

FROM THE PROJECT WORK LIMITS AS NECESSARY TO

PROTECT SUBGRADE, SUBBASE, AND/OR BASE

COURSE OF NEW PAVEMENT, SURROUNDING

PAVEMENT-TO-REMAIN, OR OTHER COMPLETED

WORKS.

7. TOP ELEVATION OF ALL UTILITY STRUCTURES TO

REMAIN SHALL BE ADJUSTED ACCORDINGLY TO FINISH

GRADE ELEVATION.

8. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE

RE-VEGETATED IN ACCORDANCE WITH THE

SPECIFICATIONS.

9. FOR ADDITIONAL SOIL EROSION AND SEDIMENT

CONTROL NOTES, SEE SHEET C-520.

10. SLOPE SIDEWALK DOWN TO MEET GRADE OF NEW

PAVEMENT, MAX SLOPE 1:12.

11. PROPOSED INLET INVERTS SHALL BE VERIFIED BY

CONTRACTOR THROUGH USE OF TEST PITS PRIOR TO

SUBMITTING SHOP DRAWINGS OF INLET.

LEGEND

EXISTING CONTOURS

PROPOSED CONTOURS

STORM DRAIN LINE

SANITARY LINE

SILT FENCE

STORM INLET

INLET PROTECTION

C-510

C-520

C-520

MATCH EXISTING

MATCH EXISTING

(TYP.)

MATCH EXISTING

SEE NOTE 10

C-511

INV. 398.67

INV. 397.68

INV. 397.09

INV. 397.14

INV. 398.50

INV. 396.30

INSTALL NEW

DRAINAGE INLET

ON EXISTING

STORM LINE

MATCH EXISTING

GRADE T

O D

RAIN

(T

YP)

MATCH WITH CURB

SANITARY SEWER - 1 PROFILE

-0+25 0+00

1+00

2+00

3+00

3+75

8" SS @ 0.24%

8" SS @ 0.24%

8" SS @ 0.24%

6" S S @

.5

0%

6" S S @

.5

0%

S S

S T

A

I N

V

I

S

S

W

I N

V

O

S

S

S

R

12" ST

8" SS @ 0.24%

S S

S T

A

I N

V

S

S

W

I N

V

S

S

S

I N

V

O

S

S

E

R

E X

S T

A

I N

V

S

S

N

I N

V

O

S

S

S

R

4" ST

12" ST

12" ST

4" ST

S S

S T

A

I N

V

S

S

S

I N

V

O

S

S

E

R

S S

S T

A

I N

V

S

S

S

I N

V

S

S

S

W

I N

V

O

S

S

N

R

C L E

A N

O U

T

S T

A

I N

V

S

S

E

I N

V

O

S

S

N

R

P R

O P

O S

E

I L D

I N

G

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

no. date descriptionby ckd

1 1312111098765432

I

H

G

F

E

D

C

B

A

ADD TO FLIGHT TRAINING UNIT BLDG. 641

HAAW169006

174 ATTACK WING

HANCOCK FIELD AIR NATIONAL GUARD BASE

SYRACUSE, NEW YORK

10 N PARK PLACE, SUITE 330

MORRISTOWN, NEW JERSEY 07960

973-884-8701

LICENSE NO 000165

LUIS R. MONZON

PROFESSIONAL ENGINEER

LICENSE NO. 092263-1

C O

P Y

R I G

UTILITY PROFILES

98279

C-301 0

98279C-301.dwg

B U

R N

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

SCALE IN FEET

20'10' 40'

EXISTING GRADE

C-102

SANITARY SEWER PROFILE

SCALE IN FEET

2' 4'

VERTICAL:

HORIZONTAL:

PIPE INSULATION

SEE DETAIL, THIS

SHEET

D

AS SPECIFIED OR D + 3' MIN

BACKFILL

MATERIAL

P R

O V

I D

E

I N

S U

L A

T I O

N

W

H E

N

D

E P

T H

F

V

R

L

S

S

T

H A

N

6"

4"

6" MIN

6"

1'-6" MIN

FINISH GRADE

FINE SAND

MIN. 2' WIDE BY

4" THICK

INSULATION

BOARD (USE

TWO 2" THICK

BOARDS)

MASTIC AT ALL

JOINTS

EXTEND INSULATION

BOARD DOWN SIDES

TO 6" BELOW SEWER

MAIN OR SERVICE

SEWER MAIN

PIPE BEDDING

MATERIAL

SEWER MAIN/SERVICE INSULATION

DETAIL

NOT TO SCALE

NOTES:

1. INSULATION BOARD TO BE CLOSED CELL,

EXTRUDED POLYSTYRENE FOAM MEETING ASTM

578, TYPE VI, 40 PSI COMPRESSING STRENGTH

(ASTM D1621) 0.1% MAX. WATER ABSORPTION

(ASTM C272).

2. BACKFILL MATERIAL AROUND INSULATION MUST BE

FINE SAND FREE FROM ROOTS, ORGANIC MATTER

OR OTHER INJURIOUS MATERIALS. FINE SAND

SHALL MEET THE FOLLOWING GRADATION:

NO. 4 NO. 10 NO. 40 NO. 80 NO. 200

100 97 ±3 75 ±15 35 ± 3 ±

3. OVERLAP ALL INSULATION BOARD JOINTS.

4. SEE UTILITY TRENCH DETAIL, SHEET C-513 FOR

BACKFILL, WARNING TAPE AND SURFACE

RESTORATION.

INV. 398.9±

PROPOSED GRADE

2" TOP COURSE, NYSDOT 12.5 HMA

BITUMINOUS TACK COAT

4" BINDER COURSE, NYSDOT 25.0 HMA

2" TOP COURSE, NYSDOT 12.5 HMA

PLACE IN TWO EQUAL LIFTS

TACK COAT BETWEEN LIFTS

SAWCUT FULL DEPTH AND

REMOVE EXISTING PAVEMENT

AND BASE COURSE.

CLEAN AND TACK COAT

EDGES. (TYP)

EXISTING ASPHALT

CONCRETE PAVEMENT

(THICKNESS VARIES)

EXISTING AGGREGATE

BASE COURSE

(THICKNESS VARIES)

EXISTING SUBGRADE

6" AGGREGATE BASE COURSE

6" AGGREGATE BASE COURSE

12" COMPACTED SUBGRADE

12" COMPACTED SUBGRADE

5' MAX

M

A X

SEE PLANS

4" TROWEL FINISH (TYP.)

BROOM FINISH

1/8"

1/2"

SAWED

JOINTS

(TYP)

EXPANSION JOINTS

@ 25' CTRS MAX

T

Y P

SAWCUT

PLAN

4" P.C.C.

4" AGGREGATE

BASE COURSE

COMPACTED SUBGRADE

SECTION A

1/2" RADIUS (TYP.)

1. BROOM FINISH SHALL BE APPLIED NORMAL TO

DIRECTION OF TRAFFIC.

SAW JOINT

NOTES:

EXPANSION JOINT

NOTES:

PRE-FORMED EXP.

JOINT MATERIAL

1/8" RAD 1/8" RAD

A

B

EXPANSION JOINT

SECTION B

6 X 6 - W1.4 X W1.4

COMPACTED SUBGRADE

4" AGGREGATE BASE COURSE

4" P.C.C.

1. SAW JOINTS SHALL BE LOCATED TO MAINTAIN AN

APPROXIMATE SQUARE SLAB AS INDICATED ON PLANS.

2. EXPANSION JOINTS TO BE LOCATED EVERY 25 FEET AND

WHERE WALK ABUTS CONCRETE CURBS, DRIVES,

STRUCTURES AND WHERE WALK CHANGES DIRECTION.

1. THICKNESS OF ALL REPLACEMENT COURSES SHALL BE EQUAL TO EXISTING BUT

SHALL NOT BE LESS THAN INDICATED.

2. SAWCUTS THAT EXTEND OUTSIDE THE AREA OF REMOVAL AND REPLACEMENT

SHALL BE FILLED WITH AN EPOXY-BASED GROUT APPROVED BY THE ENGINEER.

EXISTING

ASPHALTIC

CONCRETE

VARIES

AGGREGATE BASE

COURSE (6" MIN)

12"

(TYP)

EXCAVATION LIMITS

6" COMPACTED

SUBGRADE

12"

(MIN)

2" MIN. TOP COURSE,

NYSDOT 12.5 HMA

PRIME COAT

NOTES:

FULL DEPTH PAVEMENT

FLEXIBLE PAVEMENT PATCH

ASPHALT PAVEMENT REMOVAL

AND REPLACEMENT FOR

UTILITY TRENCH

TYPICAL SIDEWALK JOINT DETAIL

CONCRETE SIDEWALK

REMOVE EXISTING MATERIAL (MIN. 2") AND REPLACE

WITH TOP COURSE, NYSDOT 12.5 HMA

EXISTING

UNDERLYING

MATERIAL

EXISTING SURFACE

COURSE

SEE PLAN

SAW CUT

TACK COAT

MILL AND OVERLAY

NOT TO SCALE

NOTE:

1. SEE PLAN FOR DIMENSIONS.

SAW CUT

SEE PLANS

4" TROWEL FINISH (TYP.)

BROOM FINISH

1/2" RADIUS (TYP.)

6 X 6 - W1.4 X W1.4

COMPACTED SUBGRADE

6" AGGREGATE BASE COURSE

6" P.C.C.

CONCRETE PATIO

(BID OPTION)

NOT TO SCALE

NOTES:

1. BINDER COURSE SHALL BE PLACED IN TWO 2" LIFTS.

PRIME COAT

SAWCUT FULL DEPTH

AND REMOVE EXISTING

PAVEMENT AND BASE

COURSE.

CLEAN AND TACK COAT

EDGES. (TYP)

GUTTER LINE

VERTICAL CURB TAPERED END

NOT TO SCALE

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

no. date descriptionby ckd

1 1312111098765432

I

H

G

F

E

D

C

B

A

ADD TO FLIGHT TRAINING UNIT BLDG. 641

HAAW169006

174 ATTACK WING

HANCOCK FIELD AIR NATIONAL GUARD BASE

SYRACUSE, NEW YORK

10 N PARK PLACE, SUITE 330

MORRISTOWN, NEW JERSEY 07960

973-884-8701

LICENSE NO 000165

LUIS R. MONZON

PROFESSIONAL ENGINEER

LICENSE NO. 092263-1

C O

P Y

R I G

SITE DETAILS

98279

C-501 0

98279C-501.dwg

B U

R N

D

O N

N E

L L

E

N G

I N

E E

R I N

G

C

O M

P A

N Y

I N

C

16'-0"

12"

9"

MIN

MIN

FINISH GRADE

PLUNGER ROD CATCH

GATE POST

BARBED WIRE

GATE FRAME

GATE POST

TRUSS

RODS

CHAIN

LINK

FABRIC

BRACE

TRUSS

RODS

CHAIN

LINK

FABRIC

LATCH TO

ACCOMMODATE

PADLOCK

BRACE

M I N

CONCRETE

FOOTING (TYP)

MULTIPLES OF

10'-0" MAXIMUM

END BAY 10'-0" (MAXIMUM)

BARBED WIRE

BOTTOM RAIL

LINE POST

TOP RAIL

BARBED WIRE

TOP RAIL

Δ

Δ

BRACE

TRUSS

RODS

CHAIN

LINK

FABRIC

FINISH

GRADE

ANGLE OR

CORNER POST

SECURITY FENCE - CORNER PLAN

SECURE SIDE

T

Y P

T

Y P

T

Y P

12"(MIN)

(TYP)

CONCRETE

FOOTING (TYP)

CHAIN-LINK FENCE

DOUBLE-SWING GATE

REMOVABLE BOLLARD

NOT TO SCALE

CONCRETE

MIN

20"

TACK

COAT

(TYP.)

4" DIA. SCHEDULE 80

STEEL PIPE WITH

SAFETY YELLOW

PAINT

6" DIA. STD

WT STEEL

PIPE

PROVIDE TRAFFIC

RATED LID WHEN

BOLLARD IS NOT

IN PLACE (ALT.

POSITION)

NOTE:

1. REMOVABLE BOLLARDS SHALL BE BY APPROVED MANUFACTURERS

ONLY.

2. PREPARE SURFACE IN FIELD BY SSPC-SP3 METHODS TO SSPC-SP6

QUALITY AND 1.0 MIL. MINIMUM PROFILE DEPTH. FIRST COAT IS TO

BE ALKYD PRIMER AT MINIMUM 40% SOLIDS BY VOLUME. APPLIED AT

2 MILS DRY. SECOND AND THIRD COATS ARE TO BE ALKYD GLOSS

ENAMEL MINIMUM 40% SOLIDS BY VOLUME. EACH COAT APPLIED AT

1.5 MILS DRY. TOTAL COATING 5 MIL. MINIMUM DRY FILM.

3. WELD 3/8" CIRCULAR PLATE TO POST AT BOTTOM.

4. BOLLARDS SHALL BE LOCKABLE IN PLACE.

CONCRETE BOLLARD

NOT TO SCALE

R E

V E

A L

T Y

P

M I N

TOPSOIL.

T Y

P

6"

6"

18" CURB DETAIL

NOT TO SCALE

6"x30" SPLITFACE

GRANITE CURB

FIN. GRAD

ROAD PVMT.

COMPACTED SUBGRADE

FINISHED GRADE

CONT. CONCRETE

FOUNDATION 3000 PSI

M I N

12"

2-#4

COMPACTED SUBGRADE

SECTION A-A

CONT

6" AGGREGATE BASE

1. CONCRETE STRENGTH SHALL BE 4000 PSI PER SPEC

SECTION 03 30 00.

2. WIRE MESH SHALL BE PROVIDED IN SHEETS, NOT ROLLS

NOTES:

1% (MIN)

6" CONCRETE

#4 @12" EW

1/2" RADIUS (TYP.)

THICKENED EDGE, ALL SIDES

OF DUMPSTER PAD

CONCRETE EQUIPMENT AND

DUMPSTER PAD

NOT TO SCALE

SMOOTH ROUNDED

TOP

FINISH

GRADE

LIFTING HOOK

12"

TYP.CRUSHED

ROCK

1" DRAIN PIPE

LIFTING HANDLES

SUBBASE

COUSE

24"

8"

APPROVED FILL

MIN

FINISH GRADE

CONCRETE

12"

NOTES:

1. PREPARE SURFACE IN FIELD BY SSPC-SP3 METHODS TO SSPC-SP6 QUALITY AND

1.0 MIL MIN PROFILE DEPTH. FIRST COAT IS TO BE ALKYD PRIMER AT MIN 40%

SOLIDS BY VOLUME. APPLIED AT 2 MILS DRY. SECOND AND THIRD COATS ARE

TO BE ALKYD GLOSS ENAMEL MIN 40% SOLIDS BY VOLUME. EACH COAT APPLIED

AT 1.5 MILS DRY. TOTAL COATING5 MIL MIN DRY FILM.

2. HYDRANTS LOCATED ADJACENT TO PARKING AREAS OR OTHER VEHICLE

TRAFFIC AREAS, MUST BE PROTECTED BY BOLLARDS. THE BOLLARDS MUST BE

LOCATED SO THEY ARE NOT DIRECTLY IN FRONT OF AN OUTLET. THE BOLLARDS

MUST ALLOW CLEARANCE TO ATTACH HOSES, ALLOW FOR THE REMOVAL OF THE

HYDRANT CAPS, AND FOR THE HYDRANT TO BE OPENED AND CLOSED WITHOUT

OBSTRUCTIONS. (UFC 3-600-01)

3. BOLLARD COVER COLOR SHALL BE CHOSEN BY CONTRACTING OFFICER.

6" STD WT STEEL PIPE

WITH SAFETY YELLOW

PAINT (FILL WITH

CONCRETE)

S c a l e

F o r

M i c r o f i l m i n g

I n c h e s

M i l l i m e t e r s date detailed checkeddesigned ofsheet sheets project contract rev.drawing file

no. date descriptionby ckd

1 1312111098765432

I

H

G

F

E

D

C

B

A

ADD TO FLIGHT TRAINING UNIT BLDG. 641

HAAW169006

174 ATTACK WING

HANCOCK FIELD AIR NATIONAL GUARD BASE

SYRACUSE, NEW YORK

10 N PARK PLACE, SUITE 330

MORRISTOWN, NEW JERSEY 07960

973-884-8701

LICENSE NO 000165

LUIS R. MONZON

PROFESSIONAL ENGINEER

LICENSE NO. 092263-1

C O

P Y

R I G

SITE DETAILS

98279

C-502 0

98279C-501.dwg

B U

R N

D

O N

N…