ATTACHMENT 3_DRAWINGS dated May 2020 (157 Pages).pdf

Catskill Mts

A D

IR

O

N D

A C K

M T S

SlideMtn

Mt Marcy

Amsterdam

Bath

Catskill Corning

Cortland DansvilleDunkirk

Endicott

Fredonia

Fulton

Geneva

Glens Falls

Gloversville

Hornell Hudson

Ilion Johnstown

Kingston

Lockport

Malone Massena

Monticello

Newark

Ogdensburg

Oneida

Oneonta

Oswego

PlattsburghPotsdam

Seneca Falls

Sidney

Tupper Lake

Wellsville

Saranac Lake

Montauk

Lake Placid

Olean

Long Lake

Norwich

Peekskill

Geneseo Auburn

BinghamtonElmira

Ithaca

Jamestown

Newburgh

Niagara Falls

Poughkeepsie

Rome

Saratoga Springs

Schenectady Troy

Utica

Watertown

White Plains

Levittown

Cheektowaga

Irondequoit

Middletown

North Tonawanda

Hempstead

Buffalo

Rochester Syracuse

Yonkers

York

Albany

LONG ISLAND

Lake Champlain

H ud so n

R

Oneida Lake

D elaw areR

Lake Ontar i o

La ke

Er ie

Susqu ehan na Riv er

Cayuga LakeSeneca

Lake

Black R Lake

George

Lon g Isla ndSo und ckdbyno. date description

10 NORTH PARK PLACE, SUITE 330

MORRISTOWN, NJ 07960

973-884-8701

LICENSEE NO. 000165

RI

A DR

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AN

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109th Airlift Wing

RENOVATE OPERATIONS BUILDING 2A

Air National Guard

Type B-3 Submittal - IFB

101418

Contract VBDZ192001

MAY 2020

Scotia, New York

New York

LOCATION MAP

N.T.S.

Stratton Air National Guard Base

PROJECT

VICINITY

PROJECT

LOCATION

VICINITY MAP

N.T.S.

A 08/20/19 - - TYPE B-1 SUBMITTAL

B 11/15/19 - - TYPE B-2 SUBMITTAL

C 03/06/20 CR BB TYPE B-2 SUBMITTAL TO NGB

D 05/15/20 CR BB TYPE B-3 SUBMITTAL - IFB

ckdbyno. date description

10 NORTH PARK PLACE, SUITE 330

MORRISTOWN, NJ 07960

973-884-8701

LICENSEE NO. 000165

ARCHITECTURAL

SHEET

NUMBER SHEET NAME

AG001 ARCHITECTURAL LEGEND AND ABBREVIATIONS

AG002 ARCHITECTURAL GENERAL NOTES

AD001 DEMOLITION NOTES

AD010 OVERALL DEMOLITION PLAN

AD101 DEMOLITION PLAN AREA - A

AD102 DEMOLITION PLAN AREA - B

AD151 DEMOLITION CEILING PLAN

AD501 DEMO DETAILS

A-011 GROUND FLOOR PLAN NEW CONSTRUCTION

A-015 ROOF PLAN NEW CONSTRUCTION

A-101 GROUND FLOOR PLAN AREA - A

A-102 GROUND FLOOR PLAN AREA - B

A-151 GROUND FLOOR REFLECTED CEILING PLAN

A-152 GROUND FLOOR REFLECTED CEILING PLAN AREA A AND B

A-201 EXTERIOR BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-351 DETAILS

A-352 DETAILS

A-353 DETAILS

A-411 RAMP PLANS, ELEVATIONS, AND SECTIONS

A-501 PARTITION TYPES

A-511 PARTITION TYPE DETAILS

A-521 PENETRATION DETAILS

A-522 PENETRATION DETAILS

A-531 MISCELLANEOUS DETAILS

A-532 CEILING DETAILS

A-551 ROOF DETAILS

A-601 DOOR SCHEDULE

A-611 DOOR DETAILS

A-612 DOOR DETAILS

A-651 WINDOW SCHEDULE AND DETAILS

A-701 ROOM FINISH SCHEDULE

A-711 GROUND FLOOR SIGNAGE PLAN

A-721 SIGNAGE SCHEDULE AND DETAILS

ELECTRICAL

SHEET

NUMBER SHEET NAME

E-001 ELECTRICAL LEGEND AND NOTES

E-002 ELECTRICAL ABBREVIATIONS AND TYPICAL DEVICE MOUNTING

HEIGHT DETAIL

E-003 ELECTRICAL NOTES - SHEET 1

E-004 ELECTRICAL NOTES - SHEET 2

ED101 GROUND FLOOR DEMOLITION PLAN - POWER

EL101 GROUND FLOOR PLAN - OVERALL - LIGHTING

EL102 GROUND FLOOR PLAN - AREA A - LIGHTING

EL103 GROUND FLOOR PLAN AREA B - LIGHTING

EL104 GROUND FLOOR PLAN - AREA C - LIGHTING

EL105 GROUND FLOOR PLAN - AREA D - LIGHTING

EP101 GROUND FLOOR PLAN - OVERALL - POWER

EP102 GROUND FLOOR PLAN - AREA A - POWER

EP103 GROUND FLOOR PLAN - AREA B - POWER

EP104 GROUND FLOOR PLAN - AREA C - POWER

EP105 GROUND GROUND FLOOR PLAN - AREA D - POWER

E-501 ELECTRICAL DETAILS

E-601 POWER ONE-LINE DIAGRAM

E-602 PANELBOARD SCHEDULES

E-603 PANELBOARD, LIGHTING FIXTURE AND MECHANICAL

EQUIPMENT SCHEDULES

MECHANICAL

SHEET

NUMBER SHEET NAME

M-001 MECHANICAL NOTES, LEGEND, SYMBOLS & ABBREVIATIONS

MD101 HVAC DEMO GROUND FL. PLAN - AREA A

MD102 HVAC DEMO GROUND FL. PLAN - AREA B

MD103 HVAC DEMO GROUND FL. PLAN - AREA C

M-101 DUCTWORK GROUND FL. PLAN - AREA A

M-102 DUCTWORK GROUND FL. PLAN - AREA B

M-103 DUCTWORK GROUND FL. PLAN - AREA C

M-104 DUCTWORK GROUND FL. PLAN - AREA D

M-105 MECHANICAL ROOF PLAN

M-300 SECTIONS

M-301 SECTIONS

M-500 MECHANICAL DETAILS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-600 MECHANICAL SCHEDULES

M-601 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

MP101 PIPING GROUND FLOOR PLAN - AREA A

MP102 PIPING GROUND FLOOR PLAN - AREA B

MP103 PIPING GROUND FLOOR PLAN - AREA C

MP104 PIPING GROUND FLOOR PLAN - AREA D

CIVIL

SHEET

NUMBER SHEET NAME

G-001 ACCESS AND SAFETY PLAN

G-002 ACCESS AND SAFETY NOTES AND ABBREVIATIONS

G-003 CIVIL GENERAL NOTES

CE100 EXISTING CONDITIONS PLAN

CD100 DEMOLITION PLAN

CS100 SITE PLAN

CG100 GRADING PLAN

CU100 UTILITY PLAN

CK100 SOIL EROSION AND SEDIMENT CONTROL PLAN

CK500 SOIL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS

CK501 SOIL EROSION AND SEDIMENT CONTROL DETAILS

CS500 SITE DETAILS

CU500 UTILITY DETAILS

CU501 UTILITY DETAILS

FIRE

SHEET

NUMBER SHEET NAME

FX001 FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS

FX101 FIRST FLOOR FIRE PROTECTION PLAN

FX501 FIRE SUPPRESSION DETAILS

FX601 FIRE SUPPRESSION RISER DIAGRAM

F-001 LIFE SAFETY NARRATIVE AND BUILDING CODE ANALYSIS

F-010 GROUND FLOOR LIFE SAFETY PLAN

F-101 GROUND FLOOR LIFE SAFETY PLAN AREAS A AND B

FA001 FIRE ALARM ABBREVIATIONS, LEGEND, AND NOTES

FD101 GROUND FLOOR DEMOLITION PLAN - FIRE ALARM

FA101 GROUND FLOOR PLAN - FIRE ALARM

FA501 TYPICAL MOUNTING HEIGHTS - FIRE ALARM

FA601 FIRE ALARM ONE-LINE DIAGRAM

FA602 FIRE ALARM MATRIX

STRUCTURAL

SHEET

NUMBER SHEET NAME

S-001 GENERAL NOTES

S-002 STRUCTURAL LEGEND AND ABBREVIATIONS

S-003 SPECIAL INSPECTIONS

S-004 SPECIAL INSPECTIONS

S-005 SPECIAL INSPECTIONS

SD-010 OVERALL DEMOLITION GROUND FLOOR PLAN

SD-101 DEMOLITION FOUNDATION AND SLAB PLAN

S-010 OVERALL GROUND FLOOR PLAN

S-014 OVERALL ROOF FRAMING PLAN

S-101 FOUNDATION PLAN

S-102 SLAB PLANS

S-104 ROOF FRAMING PLAN

S-201 ELEVATIONS

S-202 ELEVATIONS

S-501 TYPICAL FOUNDATION DETAILS

S-502 TYPICAL CONCRETE DETAILS

S-503 TYPICAL MASONRY DETAILS

S-504 TYPICAL MASONRY DETAILS

S-505 FOUNDATION SECTIONS AND DETAILS

S-506 FOUNDATION SECTIONS AND DETAILS

S-510 STANDARD STEEL DETAILS

S-511 STEEL SECTIONS AND DETAILS

S-515 ROOF SECTIONS AND DETAILS

Air National GuardNew York

RENOVATE OPERATIONS BUILDING 2A- INDEX LIST

A 08/20/19 - - TYPE B-1 SUBMITTAL

PLUMBING

SHEET

NUMBER SHEET NAME

P-001 PLUMBING NOTES, LEGENDS, SYMBOLS & ABBREVIATIONS

P-101 PLUMBING UNDER SLAB PLAN - AREA A

P-102 DOMESTIC WATER GROUND FL. PLAN - AREA A

P-103 WASTE & VENT GROUND FL. PLAN - AREA A

P-104 PLUMBING ROOF PLAN - AREA A

P-201 PLUMBING SECTIONS

P-300 PLUMBING RISER DIAGRAM - AREA A

P-301 SANITARY RISER DIAGRAM - AREA A

P-302 STORM RISER DIAGRAM - AREA A

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-600 PLUMBING SCHEDULES

TELECOMMUNICATIONS

SHEET

NUMBER SHEET NAME

TN001 TELECOMMUNICATIONS & SECURITY ABBREVIATIONS,

LEGENDS AND NOTES

TN002 TELECOMMUNICATION & SECURITY NOTES

TD101 GROUND FLOOR DEMOLITION PLAN - TELECOMMUNICATIONS

TN101 GROUND FLOOR PLAN - OVERALL

TN102 GROUND FLOOR PLAN - AREA A - TELECOMMUNICATIONS

TN103 GROUND FLOOR PLAN - AREA B - TELECOMMUNICATIONS

TN401 ENLARGED FLOOR PLANS - COMM ROOMS 108A, 123A, 172, 177

- TELECOMMUNICATIONS

TN501 TELECOMMUNICATIONS DETAILS

B 11/15/19 - - TYPE B-2 SUBMITTAL

C 03/06/20 CR BB TYPE B-2 SUBMITTAL TO NGB

D 05/15/20 CR BB TYPE B-3 SUBMITTAL - IFB

X X X

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no. date descriptionby ckd

1 1312111098765432

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NEW YORK AIR NATIONAL GUARD

109TH AIRLIFT WING

STRATTON AIR NATIONAL GUARD BASE

SCHENECTADY, NY

9400 WARD PARKWAY

KANSAS CITY, MISSOURI 64114

816-333-9400

BMCD LICENSE NO

Z:\CLIENTS\ANF\USNGB\ANG\NY\101418_RENOVBLDG2A\DESIGN\CIVIL\SHEETS\101418G-001.DWG 4/29/2020 10:01 AM KWARRENDER

ACCESS & SAFETY PLAN

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60' 120'

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HEMSTREET HIGHWAY

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K. WARRENDER L. MONZON

ACCESS AND SAFETY PLAN

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PROJECT AREA

TEMPORARY

FENCE

SITE ACCESS /

HAUL ROUTE

MAIN GATE

BASE ENTRY

A KNW LRM08/20/19 TYPE B-1 SUBMITTAL

15' WIDE

ACCESS GATE

STAGING AREA

NOTES:

1. SEE SHEET G-002 FOR ACCESS AND SAFETY NOTES.

2. CONTRACTOR SHALL COORDINATE WORK OUTSIDE AOA FENCE AREA WITH BASE SECURITY.

AIRSIDE

LANDSIDE

AOA FENCE

TEMPORARY FENCE. SEE NOTE 2.

CS500

CS500

B KNW LRM11/15/19 TYPE B-2 SUBMITTAL

C KNW LRM03/06/20 TYPE B-2 SUBMITTAL

TO NGB

D KNW LRM05/15/20 TYPE B-3 SUBMITTAL -

IFB

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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

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NYANG STRATTON - ADD / ALT BLDG. 2A

xxx

NEW YORK AIR NATIONAL GUARD

109TH AIRLIFT WING

STRATTON AIR NATIONAL GUARD BASE

SCHENECTADY, NY

9400 WARD PARKWAY

KANSAS CITY, MISSOURI 64114

816-333-9400

BMCD LICENSE NO

Z:\CLIENTS\ANF\USNGB\ANG\NY\101418_RENOVBLDG2A\DESIGN\CIVIL\SHEETS\101418G-001.DWG 4/29/2020 10:01 AM KWARRENDER

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ACCESS AND SAFETY NOTES,

LEGEND AND ABBREVIATIONS

101418

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A KNW LRM08/20/19 TYPE B-1 SUBMITTAL

ACCESS AND SAFETY PLAN NOTES

ACCESS AND VEHICLE PARKING

1. ACCESS TO THE PROJECT FOR ALL CONTRACTOR PERSONNEL, VEHICLES, AND EQUIPMENT IS

ILLUSTRATED ON SHEET G-001.

2. 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 I OF THE PROJECT'S SPECIFICATIONS.

3. LOCATION OF CONTRACTOR'S STAGING AREA SHALL BE WITHIN THE PROJECT WORK AREA. WHEN

NOT ENGAGED IN CONSTRUCTION ACTIVITY, THE CONTRACTOR'S CONSTRUCTION EQUIPMENT

AND VEHICLES SHALL BE PARKED IN THE CONTRACTOR'S STAGING AREA.

4. LOCATION OF ACCESS/HAUL ROADS ARE AS INDICATED ON SHEET G-001.

5. 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.

6. 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.

7. CONTRACTOR SHALL USE STAGING AREA FOR MATERIAL STORAGE AND VEHICLE PARKING.

CONTRACTOR VEHICLE AND EQUIPMENT SHALL ONLY BE WITHIN THE DESIGNATED AREA.

8. CONTRACTOR SHALL MAINTAIN THE ACCESS ROUTE TO BE FREE FROM DEBRIS CAUSED FROM

CONSTRUCTION ACTIVITY ON A DAILY BASIS.

9. STAGING AREA AND ANY OTHER AREA DISTURBED BY CONTRACTOR DURING CONSTRUCTION

SHALL BE SEEDED AND MULCHED TO RETURN AREA TO ORIGINAL OR BETTER CONDITION OF

EXISTING SITE.

10. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY SECURITY POLICE WHEN

ENTERING THE BASE AND MAY EXPERIENCE DELAYS.

11. SITE SHALL BE CLOSED OFF THROUGH THE USE OF TEMPORARY FENCE AT THE CONTRACTOR'S

EXPENSE.

12. ADDITIONAL SECURITY ACCESS PROCEDURES WILL BE ADDRESSED AT THE PRE-CONSTRUCTION

MEETING.

COORDINATION AND COMMUNICATION DURING CONSTRUCTION

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. 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.

3. EROSION CONTROL DEVICES SHALL BE UTILIZED AS DEFINED AND APPROVED BY THE ABOVE

AGENCY. SUBMISSION AND APPROVAL OF THE SOIL EROSION AND SEDIMENT CONTROL PLAN IS

THE RESPONSIBILITY OF THE CONTRACTOR.

4. IF MORE THAN ONE (1) ACRE OF SOIL IS DISTURBED ON SITE AT ONE TIME, THE CONTRACTOR

SHALL PREPARE AND SUBMIT A NYSDEC STORM WATER PERMIT FOR CONSTRUCTION ACTIVITY.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A SWPPP AND FILING A NOTICE OF INTENT

(NOI) AND NOTICE OF TERMINATION WITH NYSDEC AT THE START AND COMPLETION OF THE

PROJECT RESPECTIVELY.

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 ROADS AND PAVEMENT 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.

EQUIPMENT AND STOCKPILE HEIGHT

1. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT ITS MOVEMENT BY

WIND FORCES, AND PROTECTION FROM EROSION BY RAIN WATER.

EXCAVATION AND TRENCHES

1. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY

MARKED WITH ORANGE BARRICADES WITH FLASHING AMBER LIGHTS ACCEPTABLE TO THE

CONTRACTING OFFICER.

OTHER SAFETY REQUIREMENTS

1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL SAFETY

AND HEALTH ADMINISTRATION (OSHA) REGULATIONS.

2. DEBRIS-WASTE AND LOOSE MATERIALS CAPABLE OF CAUSING DAMAGE TO AIRCRAFT AND

HELICOPTER LANDING GEAR, PROPELLERS AND ROTORS OR OF BEING INGESTED BY JET

ENGINES SHALL NOT BE LEFT WITHIN ACTIVE AIRCRAFT MOVEMENT AREAS. MATERIAL

DROPPED WITHIN THESE AREAS SHALL BE REMOVED CONTINUOUSLY DURING WORKING

HOURS.

3. CONTRACTOR SHALL MAINTAIN AT ALL TIMES ONE FIRE LANE FREE FROM OBSTRUCTION AND

MAINTAIN ACCESS TO THE BASE.

LIST OF ABBREVIATIONS

AC ASBESTOS CEMENT

ALUM ALUMINUM

ANG AIR NATIONAL GUARD

AOA AIRCRAFT OPERATIONS AREA

ASSY ASSEMBLY

AT / FP ANTI TERRORISM /

FORCE PROTECTION

BCE BASE CIVIL ENGINEER

BIT BITUMINOUS CONCRETE

BLDG BUILDING

C CENTER

CB CATCH BASIN

CATV CABLE TELEVISION

CF CUBIC FOOT

CI CAST IRON

CL CENTER LINE

CLF CHAIN LINK FENCE

CO CLEANOUT

CONC CONCRETE

COR CONTRACTING OFFICER'S REPRESENTATIVE

DIP DUCTILE IRON PIPE

DIA DIAMETER

DMH DRAINAGE MANHOLE

DWG DRAWING

E EASTING

EF EACH FACE

EL ELECTRICAL

EMH ELECTRIC MANHOLE

EW EACH WAY

EXIST EXISTING

FAR FEDERAL AVIATION REGULATION

FF FINISH FLOOR

GA GAUGE

GALV GALVANIZED

HT HEIGHT

HDPE HIGH DENSITY POLYETHYLENE

HYD HYDRANT

INV INVERT

LF LINEAR FOOT

LOD LIMIT OF DISTURBANCE

MJ MECHANICAL JOINT

MAX MAXIMUM

MC MINOR CONSTRUCTION

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MM MILLIMETERS

N NORTHING

NAVD NORTH AMERICAN VERTICAL DATUM

NO NUMBER

NOI NOTICE OF INTENT

NOM NOMINAL

NOT NOTICE OF TERMINATION

NYSDEC NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION

OC ON CENTER

OD OUTSIDE DIMENSION

OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

POB POINT OF BEGINNING

PIV POST INDICATOR VALVE

PVC POLYVINYL CHLORIDE

RAD RADIUS

RCP REINFORCED CONCRETE PIPE

SESC SOIL EROSION AND SEDIMENT CONTROL

SMH SANITARY MANHOLE

SQ FT SQUARE FOOT

SQ M SQUARE METER

SRM SUSTAINMENT, RESTORATION AND MAINTENANCE

SWPPP STORM WATER POLLUTION PREVENTION PLAN

T&B TOP AND BOTTOM

PSI POUNDS PER SQUARE INCH

TYP TYPICAL

UP UTILITY POLE

VC VITRIFIED CLAY PIPE

W/O WITHOUT

ELECTRIC JUNCTION BOX

TELEPHONE PEDESTAL

LIGHT POLE

UTILITY LIGHT POLE

POST

SIGN

UNKNOWN JUNCTION BOX

SANITARY MANHOLE

CATCH BASIN

COMMUNICATIONS MANHOLE

FIRE HYDRANT

WATER VALVE

DECIDUOUS SHRUB

CONIFEROUS SHRUB

DECIDUOUS TREE

CONIFEROUS TREE

BOULDER

UNDERGROUND ELECTRIC

UNDERGROUND WATER

UNDERGROUND COMMUNICATIONS

SANITARY LINE

STORM LINE

TREE DRIP LINE

E

W

X

SS

ST

AOA FENCE

XXX

TEMPORARY FENCEX X

LEGEND

B KNW LRM11/15/19 TYPE B-2 SUBMITTALB KNW LRM11/15/19 TYPE B-2 SUBMITTAL

C KNW LRM03/06/20 TYPE B-2 SUBMITTAL

TO NGB

D KNW LRM05/15/20 TYPE B-3 SUBMITTAL -

IFB

AutoCAD SHX Text

SS

AutoCAD SHX Text V

AutoCAD SHX Text G

AutoCAD SHX Text

CB

AutoCAD SHX Text C

AutoCAD SHX Text

JB

AutoCAD SHX Text

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

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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

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NYANG STRATTON - ADD / ALT BLDG. 2A

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NEW YORK AIR NATIONAL GUARD

109TH AIRLIFT WING

STRATTON AIR NATIONAL GUARD BASE

SCHENECTADY, NY

9400 WARD PARKWAY

KANSAS CITY, MISSOURI 64114

816-333-9400

BMCD LICENSE NO

Z:\CLIENTS\ANF\USNGB\ANG\NY\101418_RENOVBLDG2A\DESIGN\CIVIL\SHEETS\101418G-001.DWG 4/29/2020 10:01 AM KWARRENDER

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A KNW LRM08/20/19 TYPE B-1 SUBMITTAL

GENERAL NOTES:

1. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN US SURVEY FEET UNLESS

INDICATED.

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

3. CALLOUTS, COORDINATES, ELEVATIONS, AND DIMENSIONS ARE POINTED TO OR

MEASURED TO STRUCTURE CENTER, EDGE OF PAVEMENT, BACK OF CURB, OR

OUTSIDE FACE OF FOUNDATION WALL, UNLESS INDICATED OTHERWISE.

4. ALL WORK SHALL BE CONSIDERED BASE BID UNLESS INDICATED OTHERWISE.

5. SPECIFIC AREA LIMITS AS INDICATED ON PLAN ARE APPROXIMATE. ACTUAL LIMITS

TO BE COORDINATED WITH CONTRACTING OFFICER.

6. ALL WORK SHALL BE SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF

LOCAL AND GOVERNMENT REGULATORY AGENCIES AND THE CONTRACT

OFFICER.

4. ALL WORK SHALL BE CONDUCTED IN ACCORDANCE WITH THE PLANS AND

SPECIFICATIONS AND LOCAL AND GOVERNMENT CODES, ORDINANCES, AND

REGULATIONS. IN CASE OF CONTRADICTION OR DISCREPANCY BETWEEN

REQUIREMENTS, CONTRACTOR SHALL INCORPORATE WHICHEVER IS MOST

STRINGENT. WHERE A QUESTION REMAINS ON WHICH REQUIREMENT IS MOST

STRINGENT, CONTRACTOR SHALL SUBMIT ISSUE TO THE CONTRACT OFFICER IN

WRITING. THE DECISION OF THE CONTRACT OFFICER SHALL BE CONSIDERED

FINAL.

EXISTING CONDITION NOTES:

1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED

HAVE BEEN OBTAINED FROM EXISTING RECORDS AND WERE NOT SURVEYED.

CONTRACTOR SHALL FIELD VERIFY LOCATIONS. UNDERGROUND STRUCTURES

AND UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.

2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE

THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY

DISCREPANCIES IN THE DRAWINGS SHALL BE IMMEDIATELY REPORTED TO THE

COR BEFORE ANY FURTHER WORK COMMENCES.

3. 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. CONTRACTOR SHALL

VERIFY EXISTENCE AND MARK LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE

CONNECTIONS TO UNDERGROUND UTILITIES PRIOR TO BEGINNING CONTRACTOR

SHALL CONTACT THE COR AND ALL ASSOCIATED UTILITY COMPANIES AND

AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO GUARANTEE,

EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF

MATERIAL OF EXISTING UNDERGROUND UTILITIES INDICATED ARE

REPRESENTATIVE OF THOSE TO BE ENCOUNTERED DURING CONSTRUCTION.

4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE COR OF

OPERATIONAL PLANS. IN THE EVENT AN UNEXPECTED UTILITY OR STRUCTURE

INTERFERENCE OR CONFLICT IS ENCOUNTERED DURING CONSTRUCTION, THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR. ANY UTILITY SERVICES OR

STRUCTURES DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE

RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF

THE COR.

5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE

DISTURBED DURING DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL

REPAIR OR REPLACE DAMAGED OR DISTURBED ITEMS TO THE SATISFACTION OF

THE COR.

6. SPECIAL HANDLING AND CONSIDERATION SHALL BE REQUIRED FOR EXCAVATED

SOILS THOUGHT TO CONTAIN CONTAMINATED SUBSTANCES. CONTRACTOR

SHALL PERIODICALLY MONITOR EXCAVATED SOILS. SOILS SHALL BE TREATED ON

SITE OR DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL FEDERAL, STATE,

AND LOCAL REQUIREMENTS AND THE PROJECT SPECIFICATIONS. CONTRACTOR

SHALL COORDINATE REMOVAL OF CONTAMINATED MATERIALS WITH THE COR.

SURVEY NOTES:

1. EXISTING TOPOGRAPHIC SURVEY WAS PERFORMED BY MJ ENGINEERING & LAND

SURVEYING, P.C. IN DECEMBER 12, 2017

2. HORIZONTAL DATUM SHOWN IS BASED NAD83 NEW YORK STATE PLANES (EAST

ZONE).

3. VERTICAL DATUM SHOWN IS NAVD 88.

RECORD DRAWING NOTES:

1. CONTRACTOR SHALL MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES

THROUGH THE DURATION OF THE PROJECT. CONSTRUCTION RECORD DRAWINGS

IN CAD AND GIS FORMAT SHALL BE SUBMITTED TO THE CONTRACTING OFFICER.

AS-BUILTS FOR ALL UTILITY SYSTEMS SHALL BE FIELD SURVEYED AND STAMPED

BY LICENSED SURVEYOR IN THE STATE OF NEW YORK.

2. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE

RESPONSIBLE FOR KEEPING TRACK OF ANY CONTRACTING OFFICER APPROVED

FIELD CONSTRUCTION REVISIONS TO THE DESIGN DEPICTED ON APPROVED

CONSTRUCTION DRAWINGS. THE REVISIONS SHALL BE USED TO PREPARE

RECORD DRAWINGS OF THE COMPLETED CONSTRUCTION.

3. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS AND CONFIGURATIONS,

AND ANY OTHER CHANGES OR DEVIATIONS FROM THE INFORMATION PRESENTED

ON THE ORIGINAL, APPROVED CONSTRUCTION DRAWINGS SHALL BE NOTED. THIS

INCLUDEDS BURIED OR CONCEALED CONSTRUCTION AND UTILITY FEATURES

THAT WERE REVEALED DURING CONSTRUCTIONS.

4. CONTRACTOR SHALL RETAIN A STATE OF NY LICENSED SURVEYOR TO LOCATE

PROJECT IMPROVEMENTS AND PROVIDE A PLANIMETRIC AND TOPOGRAPHIC

SURVEY OF THE PROJECT SITEAFTER CONSTRUCTION IS COMPLETED.

HORIZONTAL ACCURACY SHALL BE THIRD ORDER, CLASS II. VERTICAL ACCURACY

SHALL BE THIRD ORDER . SURVEY SHALL BE TIED TO THE NORTH AMERICAN

DATUM OF 1983 (NAD83) AND THE NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88). SURVEY SHALL INCLUDE ALL UTILITIES WITHIN THE SURVEY AREA.

UTILITIES SHALL BE LOCATED ACCORDANCE WITH THE PRACTICES AND

PROCEDURES OUTLINED IN ASCE 38-02, SUE LEVEL B. THE TOPOGRAPHIC

SURVEY SHALL DEPICT CONTOURS AT A 1 FOOT INTERVAL. THE DIGITAL

TOPOGRAPHIC MAP(S) SHALL BE COMPILED IN AUTOCAD CIVIL 3D FORMAT.

CONTRACTOR SHALL PROVIDE 3D DIGITAL MAPPING AND DIGITAL TERRAIN

MODELING TO THE COR AFTER COMPLETION OF THE SURVEY

GENERAL DEMOLITION NOTES:

1. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE

DISPOSED OF OFF BASE IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL

REGULATIONS.

2. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE FOLLOWING

MATERIALS: AGGREGATE, CONCRETE, ASPHALT, MASONRY, FOUNDATIONS,

REBAR, FENCE MATERIAL, PIPING, AND MISCELLANEOUS STRUCTURES. LARGE

PIECES OF MATERIAL MAY NEED TO BE CRUSHED AND/OR BROKEN UP FURTHER

IN ORDER TO BE HAULED AWAY TO THE WASTE DISPOSAL SITE.

3. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND PAVEMENT REMOVAL

WITH PROPOSED PAVEMENT LAYOUT AND JOINTING PLAN. PAVEMENT

DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH. EXISTING PAVEMENT

EDGES SHALL BE SAWCUT IN LOCATIONS SHOWN TO PROVIDE CLEAN EDGE FOR

CONSTRUCTION OF PROPOSED PAVEMENT.

4. PAVEMENT REMOVAL LIMITS SHALL BE TO THE NEAREST EXISTING PAVEMENT

JOINT TO THE GREATEST EXTENT POSSIBLE TO PREVENT PARTIAL PANEL

REMOVAL.

5. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT AND ANY

SUBBASE MATERIAL PRESENT.

6. REMOVAL OF EXISTING UTILITIES IN SERVICE. RELOCATED UTILITIES SHALL BE

CONSTRUCTED BEFORE REMOVAL OF EXISTING UTILITIES TO ENSURE

UNINTERRUPTED SERVICE TO THE FACILITIES SERVED BY THE UTILITY. ALL

RELOCATIONS SHALL BE COORDINATED WITH THE COR.

7. UTILITY CAPPING METHODS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S

RECOMMENDATIONS FOR SPECIFIC PIPE MATERIAL IN SERVICE. ALL CAPPING

SHALL BE INSPECTED AND APPROVED BY THE COR.

9. STRUCTURES AND UTILITIES TO BE REMOVED SHALL BE REMOVED IN

ACCORDANCE WITH SPECIFICATION 02 41 00 AND BACKFILLED IN ACCORDANCE

WITH SPECIFICATION 31 00 00.00 06.

10. DO NOT BEGIN SITE WORK (GRADING, EXCAVATION, DEMOLITION, OR

CONSTRUCTION) UNTIL THE APPROPRIATE EROSION AND SEDIMENT CONTROL

MEASURES ARE IN PLACE AS SHOWN ON SHEETS CK100, CK500 AND CK501.

GENERAL SITE NOTES:

1. CONTRACTOR SHALL COORDINATE BUILDING ENTRANCES, EGRESSES,

WALKWAYS, AND DOORWAY LOCATIONS WITH ARCHITECTURAL AND

STRUCTURAL SHEETS. STOOPS AND SIDEWALKS CENTERED ON DOORS.

2. SEE MECHANICAL AND ELECTRICAL SHEETS FOR MISCELLANEOUS SITE

EQUIPMENT DETAILS. SEE STRUCTURAL SHEETS FOR EQUIPMENT PAD DETAILS.

GENERAL UTILITY NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL BUILDING CONNECTIONS

WITH BUILDING CONTRACTOR AND THE INFORMATION PROVIDED ON ECHANICAL

AND ELECTRICAL SHEETS.

2. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING BASE OWNED UTILITIES IN

ADDITION TO THE UTILITIES LOCATED THROUGH THE 811 LOCATER PROGRAM.

3. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 30 DAYS FOR ALL

REQUIRED UTILITY SHUTDOWNS FOR UTILITY CONNECTIONS WITH THE COR.

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

INDICATED OTHERWISE:

a. WATER AND FIRE PROTECTION: 54 INCHES

b. GAS: 36 INCHES

c. ELECTRICAL AND COMMUNICATION: 24 INCHES

d. ALL OTHER UTILITIES: 36 INCHES

6. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE APPROVED BY THE COR

IN WRITING.

UTILITY STRUCTURE NOTES:

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

a. CONTRACTOR SHALL SUBMIT STRUCTURAL DRAWINGS, DESIGN

CALCULATIONS, AND WATERPROOFING METHOD, DESIGNED BY A

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF NEW YORK FOR

APPROVAL.

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

WITH FINAL 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.

GENERAL GRADING NOTES:

1. NEW 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. 6 INCH DROP ELSEWHERE 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 COR.

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 OR SEEDED

IN ACCORDANCE WITH THE SPECIFICATIONS.

9. INSPECTION REPORTS GENERATED BY THE CONTRACTOR AFTER INSPECTION OF

EROSION CONTROL DEVICES SHALL BE SUBMITTED TO THE COR.

PHASING

1. CONTRACTOR SHALL PROVIDE SCHEDULE FOR REVIEW TO CONTRACTING

OFFICER.

2. SECURED PERIMETER SHALL BE MAINTAINED AT ALL TIMES.

3. PHASING PLAN IS SUBJECT TO APPROVAL BY CONTRACTING OFFICER AND BASE

SECURITY.

4. SEE SUMMARY OF WORK FOR ADDITIONAL REQUIREMENTS.

B KNW LRM11/15/19 TYPE B-2 SUBMITTAL

C KNW LRM03/06/20 TYPE B-2 SUBMITTAL

TO NGB

12"

MAPLE

14"

MAPLE

8"Ø

APPLE

8"

APPLE

8"

MAPLE

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BUILDING #1

1 STORY

BUILDING #2A

6' CHAIN LINK FENCE W

/ BARBED W

IRE

GATE

GATE

BARRIER

PAVEMENT EDGE

ASPHALT PARKING LOT

6"Ø

RED STRIPE

RIM:342.21

(a) 8" PVC INV:336.69

(b) 6" PVC INV:336.96

(c) 8" PVC INV:336.83

(d) 6" HDPE INV:336.77

(e) 4" CLAY INV:336.83

(a)

(b)

(c)

(d)

(e)

RIM:341.16

(a) 8" PVC INV:334.84

(b) 8" PVC INV:334.98

(c) 8 " PVC INV:335.39

RIM:342.00

12" HDPE INV:337.22

RIM:335.98

(a) 12" HDPE INV:331.73

(b) 12" HDPE INV:331.78

(a)

(b)

RIM:346.13

(a) 12" RCP INV:339.73

(b) 12" CLAY INV:339.93

(c) 12" CLAY INV:339.89

(d) 12" CLAY INV:340.03

(a)

(b)

(c)

(d)

RIM:343.98

(a) 12" RCP INV:339.29

(b) 12" RCP INV:339.33

(a)

(b)

RIM:342.37

(a) 8" PVC INV:338.17

(b) 8" PVC INV:338.22

(a)

(b)

RIM:340.65

(a) 12" RCP INV:336.85

(b) 12' RCP INV:336.85

(c) 15" HDPE INV:337.14

(a)

(b)

(c)

RIM:346.27

(a) 15" HDPE INV:339.70

(b) 15" HDPE INV:339.71

(a)

(b)

RIM:344.98

(a) 8" PVC INV:340.58

(b) 8" CLAY INV:340.63

(c) 8" CLAY INV:340.58

(a)

(b)

(c)

RIM:336.59

(a) 30" HDPE INV:327.69

(b) 12" RCP INV:329.29

(c) 36" HDPE INV:327.84

(d) 30" HDPE INV:328.23

(a)

(b)

(c)

(d)

ELEC. OUTLET

AC UNIT

H20 HOOKUP

8"Ø

10"Ø

10"Ø

10"Ø

10"Ø

12"Ø

SPRUCE

14"Ø

16"Ø

BIRCH

CONC. WALK

FFE 340.22

FFE 340.25

FFE 343.98

AC UNIT

5 3

341.0

BENCHMARK

BOX CUT ON LIGHT POLE

N:1465007.8258

E:647324.9925

ELEV:345.25

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no. date descriptionby ckd

1 1312111098765432

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NYANG STRATTON - ADD / ALT BLDG. 2A

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NEW YORK AIR NATIONAL GUARD

109TH AIRLIFT WING

STRATTON AIR NATIONAL GUARD BASE

SCHENECTADY, NY

9400 WARD PARKWAY

KANSAS CITY, MISSOURI 64114

816-333-9400

BMCD LICENSE NO

Z:\CLIENTS\ANF\USNGB\ANG\NY\101418_RENOVBLDG2A\DESIGN\CIVIL\SHEETS\101418CE100.DWG 4/29/2020 10:01 AM KWARRENDER

C O

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OCTOBER 18, 2018 S. CATONE

L. GUERIN K. WARRENDER

EXISTING CONDITIONS PLAN

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A KNW LRM08/20/19 TYPE B-1 SUBMITTAL

GENERAL NOTES:

1. EXISTING TOPOGRAPHY SHOWN IS BASED ON

PARTIAL TOPOGRAPHIC SURVEY BY MJ

ENGINEERING & LAND SURVEYING, P.C.

DATED DECEMBER 12, 2017.

2. HORIZONTAL DATUM IS NAD83 NEW YORK

STATE PLANES, EAST ZONE BASED ON

PARTIAL TOPOGRAPHIC SURVEY. SEE NOTE 1.

3. VERTICAL DATUM IS NAVD 88 BASED ON

PARTIAL TOPOGRAPHIC SURVEY. SEE NOTE 1.

B KNW LRM11/15/19 TYPE B-2 SUBMITTAL

C KNW LRM03/06/20 TYPE B-2 SUBMITTAL

TO NGB

D KNW LRM05/15/20 TYPE B-3 SUBMITTAL -

IFB

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MAPLE

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MAPLE

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APPLE

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APPLE

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MAPLE

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BUILDING #1

1 STORY

BUILDING #2A

6' CHAIN LINK FENCE W

/ BARBED W

IRE

GATE

GATE

BARRIER

PAVEMENT EDGE

ASPHALT PARKING LOT

6"Ø

RED STRIPE

RIM:342.21

(a) 8" PVC INV:336.69

(b) 6" PVC INV:336.96

(c) 8" PVC INV:336.83

(d) 6" HDPE INV:336.77

(e) 4" CLAY INV:336.83

(a)

(b)

(c)

(d)

(e)

RIM:341.16

(a) 8" PVC INV:334.84

(b) 8" PVC INV:334.98

(c) 8 " PVC INV:335.39

RIM:342.37

(a) 8" PVC INV:338.17

(b) 8" PVC INV:338.22

(a)

(b)

RIM:344.98

(a) 8" PVC INV:340.58

(b) 8" CLAY INV:340.63

(c) 8" CLAY INV:340.58

8"Ø

10"Ø

10"Ø

10"Ø

10"Ø

12"Ø

SPRUCE

14"Ø

16"Ø

BIRCH

CONC. WALK

FFE 340.22

FFE 340.25

FFE 343.98

BENCHMARK

BOX CUT ON LIGHT POLE

N:1465007.8258

E:647324.9925

ELEV:345.25

SEE NOTE #14

N 1464967.81

E 647299.82

SEE NOTE #14

N 1464953.21

E 647317.14

SEE NOTE #14

N 1464842.86

E 647227.89

SEE NOTE #14

N 1464857.21

E 647210.29

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

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no. date descriptionby ckd

1 1312111098765432

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NYANG STRATTON - ADD / ALT BLDG. 2A

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NEW YORK AIR NATIONAL GUARD

109TH AIRLIFT WING

STRATTON AIR NATIONAL GUARD BASE

SCHENECTADY, NY

9400 WARD PARKWAY

KANSAS CITY, MISSOURI 64114

816-333-9400

BMCD LICENSE NO

Z:\CLIENTS\ANF\USNGB\ANG\NY\101418_RENOVBLDG2A\DESIGN\CIVIL\SHEETS\101418CD100.DWG 4/29/2020 10:38 AM KWARRENDER

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OCTOBER 18, 2018 S. CATONE

DEMOLTION PLAN

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REMOVE EXISTING

SANITARY SEWER PIPE

REMOVE EXISTING

GRANITE CURBING

EXISTING SAN MH TO REMAIN,

RESET FRAME & COVER TO GRADE

REMOVE EXISTING

SIDEWALK

SAWCUT PAVEMENT

SAWCUT PAVEMENT

EXISTING STORM CB TO REMAIN,

RESET FRAME & COVER TO GRADE

REMOVE

EXISTING TREE

SCALE IN FEET

20'10' 40'

EXISTING POP-UP BARRICADE

TO BE REMOVED BY BASE

REMOVE

EXISTING GATE

B KNW LRM

A 10/19/18 KNW LRM TYPE A-1 SUBMITTAL

08/20/19 TYPE B-1 SUBMITTAL

TREE PROTECTION, TYP.

CK500

CU501

CU501

REMOVE EXISTING

TREE, SHRUBS AND

LANDSCAPING

DEMOLITION NOTES:

1. SEE SHEET G-003 FOR GENERAL DEMOLITION NOTES.

2. 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.

3. 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.

4. LOCATION OF EXISTING UTILITIES SHOWN ARE

APPROXIMATE. CONTRACTOR SHALL VERIFY EXISTENCE AND

LOCATION OF ALL UTILITIES PRIOR TO THE START OF

CONSTRUCTION.

5. CONTRACTOR SHALL PROTECT EXISTING UTILITIES TO

REMAIN. ANY DAMAGE TO EXISTING UTILITIES TO REMAIN

SHALL BE IMMEDIATELY REPAIRED AT CONTRACTOR'S

EXPENSE.

6. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY

MATERIALS SHALL BE DISPOSED OF OFF BASE.

7. EXCESS SOIL AND UNSUITABLE EXCAVATION MATERIAL

SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL STATE

AND FEDERAL REGULATIONS.

8. CONTRACTOR SHALL COORDINATE LIMITS OF SAWCUT AND

PAVEMENT REMOVAL WITH PROPOSED PAVEMENT LAYOUT.

9. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT

FULL DEPTH.

10. EXISTING PAVEMENT EDGES SHALL BE SAWCUT IN

LOCATIONS SHOWN TO PROVIDE CLEAN EDGE FOR

CONSTRUCTION OF PAVEMENT.

11. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN

SHALL BE REPAIRED OR REMOVED AND REPLACED AT THE

CONTRACTOR'S EXPENSE.

12. 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.

13. EXISTING VEGETATION AND FACILITIES WHICH ARE NOT

INDICATED TO BE REMOVED SHALL BE PROTECTED FROM

DEMOLITION OR OTHER CONSTRUCTION ACTIVITIES.

14. REMOVE EXISTING GRANITE CURB TO NEAREST JOINT.

EXISTING CURB PIECES IN GOOD CONDITIONS MAY BE

REUSED AS NEEDED.

SAWCUT LINE

UTILITY LINE REMOVAL

SITE FEATURE REMOVAL

CONCRETE REMOVAL

LANDSCAPE REMOVAL

PAVEMENT REMOVAL

RESET CASTING

TREE REMOVAL

TREE PROTECTION

LEGEND

EXISTING GATE TO REMAIN

AND BE PROTECTED

C KNW LRM11/15/19 TYPE B-2 SUBMITTAL

D KNW LRM03/06/20 TYPE B-2 SUBMITTAL

TO NGB

E KNW LRM05/15/20 TYPE B-3 SUBMITTAL -

IFB

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M

M

C

O

M

M

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FP

FP

FP

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FP

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FP

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FP

FP

FP

FP

FP

FP

FP

FP

FP

M A

IN

6" MAIN

M A

IN

10" MAIN

10" MAIN

X X

X

X X

X

X X

X

X X

X

X X

X

XXX

ST ST

1112131415

EXAEXBEXCEXDEXE

EXF

EX1

EX2

AA

BB

1.A

2.AN 1464883.10

E 647218.31

N 1464939.64

E 647270.18

2,600 SF

BUILDING

ADDITION

A 09/28/18 KNW LRM TYPE A-1 SUBMITTAL

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

NYANG STRATTON - ADD / ALT BLDG. 2A

xxx

NEW YORK AIR NATIONAL GUARD

109TH AIRLIFT WING

STRATTON AIR NATIONAL GUARD BASE

SCHENECTADY, NY

9400 WARD PARKWAY

KANSAS CITY, MISSOURI 64114

816-333-9400

BMCD LICENSE NO

Z:\CLIENTS\ANF\USNGB\ANG\NY\101418_RENOVBLDG2A\DESIGN\CIVIL\SHEETS\101418CS100.DWG 4/29/2020 10:05 AM KWARRENDER

C O

P Y

R I G

SEPTEMBER 26, 2019 S. CATONE

SITE PLAN

101418

CS100 E

101418CS100.dwg

B U

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N E

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E

N G

I N

E E

R I N

G

C

O M

P A

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I N

C

GRANITE

CURB

NEW

SIDEWALK

BACKFILL, TOPSOIL AND SEED

TO GRADE WHERE ASPHALT /

BASE COURSE REMOVED

N

O

R

T

H

SCALE IN FEET

20'10' 40'

GRANITE

CURB

B KNW LRM08/20/19 TYPE B-1 SUBMITTAL

TOPSOIL AND SEED

NEW ASPHALT

CS500

CS500

CS500

CS500

3,5

CONNECT PROPOSED

TO EXISTING PAVEMENT

CS500

CONNECT PROPOSED

TO EXISTING PAVEMENT

CS500

SITE NOTES:

1. SEE SHEET G-003 FOR GENERAL SITE NOTES.

2. FOR BUILDING LAYOUT, COLUMNS LINES AND INTERIORS,

SEE ARCHITECTURAL DRAWINGS.

3. PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH

NYSDOT SPECIFICATION SECTION 714-01.

NEW ASPHALT

CS500

BEGIN CURB

END CURB

GRANITE CURB

PAVEMENT

CONCRETE SIDEWALK

TOPSOIL AND SEED

LEGEND

STONE TRENCH

EXISTING GATE TO REMAIN

AND BE PROTECTED

EXISTING AOA FENCE AND

SIGNS TO BE REMOVED AND

REPLACED AS NECESSARY

WORK ON AIRSIDE SHALL

BE COORDINATED WITH

BASE CE AND AIRPORT

EXISTING HYDRANT TO

REMAIN AND BE PROTECTED

CS500

CS500

CS500

3,5

4" WIDE WHITE

MARKING AT ANGLE.

12" SPACE

4" WIDE WHITE

MARKING. SEE

NOTE #3.

9.0'

C KNW LRM11/15/19 TYPE B-2 SUBMITTAL

D KNW LRM03/06/20 TYPE B-2 SUBMITTAL

TO NGB

E KNW LRM05/15/20 TYPE B-3 SUBMITTAL -

IFB

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14"

8"Ø

APPLE

8"

APPLE

C O

N C

W

A L K

1 STORY

BUILDING #2A

GATE

GATE

BARRIER

6"Ø

RED STRIPE

(a)

(b)

(c)

(d)

(e)

RIM:342.00

12" HDPE INV:337.22

(a)

(b)

(c)

(d)

(a)

(b)

(a)

(b)

ELEC. OUTLET

8"Ø

10"Ø

10"Ø

10"Ø

12"Ø

SPRUCE

14"Ø

16"Ø

BIRCH

CONC. WALK

FFE 340.22

FFE 343.98

AC UNIT

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

M A

IN

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S T

S T

S T

S T

S T

S T

S T

S T

S T

S T

S T

L

R

342.0

ST ST

S T

S T

S T

S T co co

341.0

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

NYANG STRATTON - ADD / ALT BLDG. 2A

xxx

NEW YORK AIR NATIONAL GUARD

109TH AIRLIFT WING

STRATTON AIR NATIONAL GUARD BASE

SCHENECTADY, NY

9400 WARD PARKWAY

KANSAS CITY, MISSOURI 64114

816-333-9400

BMCD LICENSE NO

Z:\CLIENTS\ANF\USNGB\ANG\NY\101418_RENOVBLDG2A\DESIGN\CIVIL\SHEETS\101418CG100.DWG 4/29/2020 10:10 AM KWARRENDER

N

O

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T

H

TC 341.14

BC 340.47

TOP OF CURB TO MATCH

EXISTING GRADE.

THIS SIDE ONLY

A KNW LRM08/20/19 TYPE B-1 SUBMITTAL

C O

P Y

R I G

GRADING PLAN

101418

CG100 D

101418CG100.dwg

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C

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C

0 20'10'

SCALE IN FEET

2,600 SF

BUILDING

ADDITION

FFE 340.25

FFE 340.25

FFE 340.25

WALK 340.18

WALK 340.18

TC 340.85

BC 340.35

MATCH

EXISTING

TC 341.35

BC 341.07

MATCH

EXISTING

TC 341.39

BC 340.99

TC 341.35

BC 340.68

TC 341.21

BC 340.71

MATCH

EXISTING

341.20

MATCH

EXISTING

TC 342.32

BC 341.80

MATCH

EXISTING

TC 342.80

BC 342.34

MATCH

EXISTING

342.20

MATCH

EXISTING

342.8

SIDEWALK TO MATCH

EXISTING GRADE

TC 341.00

BC 340.33

MATCH EXISTING

GRADE ALONG

NEW PAVEMENT

340.00

S

B KNW LRM11/15/19 TYPE B-2 SUBMITTAL

GRADING AND DRAINAGE NOTES:

1. SEE SHEET G-003 FOR GENERAL GRADING NOTES.

2. PROPOSED ELEVATIONS INDICATED ARE FOR TOP

OF FINAL GRADE, PAVEMENT, OR STRUCTURE

UNLESS INDICATED OTHERWISE.

3. 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.

4. 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.

5. 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.

6. SURFACES AROUND FACILITY SHALL BE GRADED

TO PROVIDE POSITIVE DRAINAGE AWAY FROM

BUILDINGS AND PAVEMENTS.

7. 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.

8. TOP ELEVATION OF ALL UTILITY STRUCTURES TO

REMAIN SHALL BE ADJUSTED ACCORDINGLY TO

FINISH GRADE ELEVATION.

9. ALL AREAS DISTURBED BY CONSTRUCTION SHALL

BE RE-VEGETATED IN ACCORDANCE WITH THE

SPECIFICATIONS.

10. FOR ADDITIONAL SOIL EROSION AND SEDIMENT

CONTROL NOTES, SEE SHEETS CK100 AND CK500.

C KNW LRM03/06/20 TYPE B-2 SUBMITTAL

TO NGB

D KNW LRM05/15/20 TYPE B-3 SUBMITTAL -

IFB

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14"

MAPLE

8"Ø

APPLE

8"

APPLE

8"

MAPLE

C O

N C

W

A L K

2 STORY

BUILDING #1

1 STORY

BUILDING #2A

6' CHAIN LINK FENCE W

/ BARBED W

IRE

GATE

GATE

BARRIER

PAVEMENT EDGE

ASPHALT PARKING LOT

6"Ø

RED STRIPE

RIM:342.21

(a) 8" PVC INV:336.69

(b) 6" PVC INV:336.96

(c) 8" PVC INV:336.83

(d) 6" HDPE INV:336.77

(e) 4" CLAY INV:336.83

(a)

(b)

(c)

(d)

(e)

RIM:341.16

(a) 8" PVC INV:334.84

(b) 8" PVC INV:334.98

(c) 8 " PVC INV:335.39

RIM:342.00

12" HDPE INV:337.22

RIM:335.98

(a) 12" HDPE INV:331.73

(b) 12" HDPE INV:331.78

(a)

(b)

RIM:346.13

(a) 12" RCP INV:339.73

(b) 12" CLAY INV:339.93

(c) 12" CLAY INV:339.89

(d) 12" CLAY INV:340.03

(a)

(b)

(c)

(d)

RIM:343.98

(a) 12" RCP INV:339.29

(b) 12" RCP INV:339.33

(a)

(b)

RIM:342.37

(a) 8" PVC INV:338.17

(b) 8" PVC INV:338.22

(a)

(b)

RIM:340.65

(a) 12" RCP INV:336.85

(b) 12' RCP INV:336.85

(c) 15" HDPE INV:337.14

(a)

(b)

(c)

RIM:346.27

(a) 15" HDPE INV:339.70

(b) 15" HDPE INV:339.71

(a)

(b)

RIM:344.98

(a) 8" PVC INV:340.58

(b) 8" CLAY INV:340.63

(c) 8" CLAY INV:340.58

(a)

(b)

(c)

RIM:336.59

(a) 30" HDPE INV:327.69

(b) 12" RCP INV:329.29

(c) 36" HDPE INV:327.84

(d) 30" HDPE INV:328.23

(a)

(b)

(c)

(d)

ELEC. OUTLET

AC UNIT

8"Ø

10"Ø

10"Ø

10"Ø

10"Ø

12"Ø

SPRUCE

14"Ø

16"Ø

BIRCH

CONC. WALK

FFE 340.22

FFE 340.25

FFE 343.98

AC UNIT

5 3

341.0

BENCHMARK

BOX CUT ON LIGHT POLE

N:1465007.8258

E:647324.9925

ELEV:345.25

F

P

F

P

F

P

F P

W

W

W

W

W

G

G

G

G

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G

G

P

P

W

W

W

W

W

W

W

W

W

W

W

W

G

G

W

W

WW

WWWW

WWWW

WWWWW

W

W

W

C

O

M

M

C

O

M

M

CO

M

M

C

O

M

M

C

O

M

M

C

O

M

M

S

S

F P

F P

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

M A

IN

M A

IN

6" MAIN

M A

IN

10" MAIN

10" MAIN

X

X

X

X

X

X

X X

X

X X

X

X X

X

X X

X

X X

X

XXX

ST

S

S

S

S

S

S

S

S

S

S

S T

S T

S T

S T

S T

S T

ST

S T

S T co co

2,600 SF

BUILDING

ADDITION

FFE 340.25

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

NYANG STRATTON - ADD / ALT BLDG. 2A

xxx

NEW YORK AIR NATIONAL GUARD

109TH AIRLIFT WING

STRATTON AIR NATIONAL GUARD BASE

SCHENECTADY, NY

9400 WARD PARKWAY

KANSAS CITY, MISSOURI 64114

816-333-9400

BMCD LICENSE NO

Z:\CLIENTS\ANF\USNGB\ANG\NY\101418_RENOVBLDG2A\DESIGN\CIVIL\SHEETS\101418CG100.DWG 4/29/2020 10:10 AM KWARRENDER

C O

P Y

R I G

UTILITY PLAN

101418

CU100 D

101418CG100.dwg

B U

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N E

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I N

E E

R I N

G

C

O M

P A

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I N

C

NEW GRANITE

CURB

35' ATFP STANDOFF

NEW SAN MH

RIM 341.75

INV 337.50

N

O

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T

H

SCALE IN FEET

20'10' 40'

NEW SAN MH

RIM 342.80

INV 338.4±

MATCH EXISTING

EXISTING SAN MH

RESET RIM 342.6

INV 336.8±

MATCH EXISTING

36 LF 8" PVC SANITARY @ 1.9%

95 LF 8" PVC SANITARY @ 1.0%

A KNW LRM08/20/19 TYPE B-1 SUBMITTAL

INLINE DRAIN

GRATE 340.00

INV 336.35

STORM MH

RIM 340.75

INV 336.20

STORM

DOGHOUSE MH

RIM 340.70

INV 335.8±

MATCH EXISTING

80 LF 12" HDPE @ 0.5%

30 LF 8" HDPE @ 0.5%

STONE TRENCH

W / UNDERDRAIN

75 LF 8" PERFORATED

HDPE @ 0.5%

GROUND

EL 340.80

INV 336.57

RESET GRATE 341.50

CU501

CU500

1, 3

CU500

CU500

CU500

CU501

CU501

CU501

4" ROOF LEADER

INV @ BLDG 336.9±

CLEANOUT

CLEANOUT

ROOF LEADER

COLLECTOR

70 LF 6" HDPE @ 1.0%

CU501

CU501

B KNW LRM11/15/19 TYPE B-2 SUBMITTAL

C KNW LRM03/06/20 TYPE B-2 SUBMITTAL

TO NGB

D KNW LRM05/15/20 TYPE B-3 SUBMITTAL -

IFB

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14"

MAPLE

8"Ø

APPLE

8"

APPLE

8"

MAPLE

C O

N C

W

A L K

2 STORY

BUILDING #1

1 STORY

BUILDING #2A

6' CHAIN LINK FENCE W

/ BARBED W

IRE

GATE

GATE

BARRIER

PAVEMENT EDGE

ASPHALT PARKING LOT

6"Ø

RED STRIPE

RIM:342.21

(a) 8" PVC INV:336.69

(b) 6" PVC INV:336.96

(c) 8" PVC INV:336.83

(d) 6" HDPE INV:336.77

(e) 4" CLAY INV:336.83

(a)

(b)

(c)

(d)

(e)

RIM:341.16

(a) 8" PVC INV:334.84

(b) 8" PVC INV:334.98

(c) 8 " PVC INV:335.39

RIM:342.00

12" HDPE INV:337.22

RIM:335.98

(a) 12" HDPE INV:331.73

(b) 12" HDPE INV:331.78

(a)

(b)

RIM:346.13

(a) 12" RCP INV:339.73

(b) 12" CLAY INV:339.93

(c) 12" CLAY INV:339.89

(d) 12" CLAY INV:340.03

(a)

(b)

(c)

(d)

RIM:343.98

(a) 12" RCP INV:339.29

(b) 12" RCP INV:339.33

(a)

(b)

RIM:342.37

(a) 8" PVC INV:338.17

(b) 8" PVC INV:338.22

(a)

(b)

RIM:340.65

(a) 12" RCP INV:336.85

(b) 12' RCP INV:336.85

(c) 15" HDPE INV:337.14

(a)

(b)

(c)

RIM:346.27

(a) 15" HDPE INV:339.70

(b) 15" HDPE INV:339.71

(a)

(b)

RIM:344.98

(a) 8" PVC INV:340.58

(b) 8" CLAY INV:340.63

(c) 8" CLAY INV:340.58

(a)

(b)

(c)

RIM:336.59

(a) 30" HDPE INV:327.69

(b) 12" RCP INV:329.29

(c) 36" HDPE INV:327.84

(d) 30" HDPE INV:328.23

(a)

(b)

(c)

(d)

ELEC. OUTLET

AC UNIT

8"Ø

10"Ø

10"Ø

10"Ø

10"Ø

12"Ø

SPRUCE

14"Ø

16"Ø

BIRCH

CONC. WALK

FFE 340.22

FFE 340.25

FFE 343.98

AC UNIT

5 3

341.0

BENCHMARK

BOX CUT ON LIGHT POLE

N:1465007.8258

E:647324.9925

ELEV:345.25

F

P

F

P

F

P

F P

W

W

W

W

G

G

G

G

G

G

P

W

W

W

W

W

W

W

W

W

W

W

G

G

W

W

W

WW

WWWW

WWWW

WWWWW

W

W

W

C

O

M

M

C

O

M

M

CO

M

M

C

O

M

M

C

O

M

M

C

O

M

M

S

S

F P

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

M A

IN

M A

IN

6" MAIN

M A

IN

10" MAIN

10" MAIN

X

X

X

X X

X

X X

X

X X

X

X X

X

X X

X

XXX

ST

S

S

S

S

S

S

S

S

S

S

S T

S T

S T

S T

S T

S T

L

R

342.0

ST

S T

S T co co

341.0

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

NYANG STRATTON - ADD / ALT BLDG. 2A

xxx

NEW YORK AIR NATIONAL GUARD

109TH AIRLIFT WING

STRATTON AIR NATIONAL GUARD BASE

SCHENECTADY, NY

9400 WARD PARKWAY

KANSAS CITY, MISSOURI 64114

816-333-9400

BMCD LICENSE NO

Z:\CLIENTS\ANF\USNGB\ANG\NY\101418_RENOVBLDG2A\DESIGN\CIVIL\SHEETS\101418CK100.DWG 4/29/2020 10:13 AM KWARRENDER

C O

P Y

R I G

SOIL EROSION AND

SEDIMENT CONTROL PLAN

101418

CK100 D

101418CK100.dwg

B U

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O N

N E

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I N

E E

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C

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P A

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I N

C

N

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SCALE IN FEET

20'10' 40'

A KNW LRM08/20/19 TYPE B-1 SUBMITTAL

GENERAL NOTES:

1. SEE SHEET CK500 FOR EROSION CONTROL

NOTES AND DETAILS.

INLET PROTECTION

SILT FENCE, TYP.

CK500

CK500

EROSION CONTROL

BLANKET

CK501

B KNW LRM11/15/19 TYPE B-2 SUBMITTAL

C KNW LRM03/06/20 TYPE B-2 SUBMITTAL

TO NGB

D KNW LRM05/15/20 TYPE B-3 SUBMITTAL -

IFB

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EROSION CONTROL NOTES:

1. AT THE PRECONSTRUCTION CONFERENCE OR PRIOR TO THE START OF THE APPLICABLE

CONSTRUCTION, THE CONTRACTOR SHALL SUBMIT FOR ACCEPTANCE HIS SCHEDULES FOR

ACCOMPLISHMENT OF TEMPORARY AND PERMANENT EROSION CONTROL WORK AS ARE

APPLICABLE FOR EXCAVATION WORK, AND ANY OTHER ELEMENTS OF THE PROJECT WHICH

MAY CONTRIBUTE TO GROUND EROSION OR SITUATION. NO WORK SHALL BE STARTED UNTIL

THE EROSION CONTROL SCHEDULES AND METHODS OF OPERATIONS HAVE BEEN ACCEPTED

BY THE CONTRACTING OFFICER.

2. THE CONTRACTING OFFICER HAS THE AUTHORITY TO LIMIT THE SURFACE AREA OF ERODIBLE

EARTH MATERIAL EXPOSED BY EXCAVATING AND GRADING OPERATIONS, AND TO DIRECT THE

CONTRACTOR TO PROVIDE IMMEDIATE PERMANENT OR TEMPORARY POLLUTION CONTROL

MEASURES, SUCH WORK MAY INVOLVE THE CONSTRUCTION OF TEMPORARY BERMS, DIKES,

DAMS, SEDIMENT BASINS, AND USE OF TEMPORARY MULCHES, MATS, SEEDING OR OTHER

CONTROL DEVICES OR METHODS AS NECESSARY TO CONTROL EROSION. CUT SLOPES SHALL

BE TEMPORARILY SEEDED AND MULCHED AS THE EXCAVATION PROCEEDS TO THE EXTENT

CONSIDERED DESIRABLE AND PRACTICAL.

3. TEMPORARY CONTROL MEASURES WILL BE USED TO CORRECT CONDITIONS THAT DEVELOP

DURING CONSTRUCTION THAT WERE NOT FORESEEN DURING THE DESIGN STAGES THAT ARE

NEEDED TEMPORARILY TO CONTROL EROSION THAT DEVELOPS DURING NORMAL

CONSTRUCTION PRACTICES BUT ARE ASSOCIATED WITH PERMANENT CONTROL FEATURES ON

THE PROJECT.

4. WHERE EROSION IS LIKELY TO BE A PROBLEM, EXCAVATION AND GRADING OPERATIONS SHALL

BE SO SCHEDULED AND PERFORMED THAT PERMANENT EROSION CONTROL FEATURES CAN

FOLLOW IMMEDIATELY: OTHERWISE TEMPORARY EROSION CONTROL MEASURES MAY BE

REQUIRED BETWEEN SUCCESSIVE CONSTRUCTION STAGES.

5. IN THE EVENT OF CONFLICT BETWEEN THESE REQUIREMENTS AND POLLUTION CONTROL

LAWS, RULES AND REGULATION OF OTHER FEDERAL OR STATE OR LOCATIONS AGENCIES,

THE MORE RESTRICTIVE LAWS, RULES OR REGULATIONS SHALL APPLY.

6. DURING LAND DISTURBANCE ACTIVITIES AND DURING CONSTRUCTION, ANY ADDITIONAL

CONTROL MEASURES AS DEEMED NECESSARY TO PREVENT EROSION AND CONTROL OF

SEDIMENT BEYOND THOSE SHOWN ON THE APPROVED PLANS SHALL BE INSTALLED AS

DIRECTED BY THE CONTRACTING OFFICER.

7. THE CONTRACTOR SHALL MONITOR PERFORMANCE OF SEDIMENT CONTROL MEASURES. THE

CONTRACTOR SHALL INSPECT AT THIRTY (30) DAY INTERVALS OR FOLLOWING A RAINFALL,

WHICHEVER IS SOONER. THE CONTRACTOR SHALL REMOVE ALL SILT ACCUMULATION IN THE

SEDIMENT CONTROL STRUCTURES.

8. LOW AND CRITICAL SLOPE AREAS SHALL BE MONITORED AT WEEKLY INTERVALS. ANY BARE

OR ERODED AREAS WILL BE RE-ESTABLISHED AS REQUIRED. SHOULD ISOLATED AREAS

REPEATEDLY RESIST STABILIZATION, CONTACT LOCAL COUNTY CONSERVATION DISTRICT FOR

ASSISTANCE.

9. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY

MUST BE REMOVED IMMEDIATELY.

10. THE EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE MAINTAINED UNTIL ALL

SOIL DISTURBING ACTIVITIES CEASE AND PERMANENT STABILIZATION OF DISTURBED AREAS IS

COMPLETE AND ACCEPTED BY THE CONTRACTING OFFICER. PERMANENT STABILIZATION IS

DEFINED AS A UNIFORM EROSION RESISTANT PERENNIAL VEGETATIVE COVER OF AT LEAST

70% OF THE DISTURBED AREA.

11. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENTATION CONTROL DEVICES

AFTER EACH RAINFALL OR SNOWMELT EVEN AND REMOVE ALL ACCUMULATED SEDIMENT

WHENEVER THE LEVEL OF ACCUMULATION HAS REACHED ON THIRD OF THE DEPTH OF THE

SEDIMENT DEVICE. DEPOSITS FROM THE SEDIMENT STRUCTURES WILL BE REMOVED TO THE

CONTRACTOR'S DISPOSAL AREA.

12. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY IF HE SUSPECTS

THAT ANY SEDIMENT OR EROSION CONTROL DEVICE IS NOT OPERATING CORRECTLY. THE

EXITING PAVED ROADWAY WILL BE KEPT CLEAN OF ALL SEDIMENT AND SHALL BE INSPECTED

DAILY BY THE CONTRACTOR. WHEN THE LOOSE STONE TIRE TREAD CLEANER AT THE

CONSTRUCTION ENTRANCE BECOMES CHOKED WITH SEDIMENT, THE CONTRACTOR WILL

REPLACE THE STONE OR PROVIDE ADDITIONAL TOP DRESSING OF CLEAN ASTMC-33 SIZE NO. 2

OR 3 COARSE AGGREGATE AS DIRECTED BY THE CONTRACTING OFFICER.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE AND CLEANING OF ROADWAYS AND

PARKING LOTS WHERE ANY DEBRIS OR DIRT IS TRACKED FROM PROJECT SITE.

SYMBOL

CONSTRUCTION SPECIFICATIONS

SILT FENCE

U.S. DEPARTMENT OF AGRICULTURE

NATURAL RESOURCES CONSERVATION SERVICE

NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION

NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE

WOVEN WIRE FENCE

(MIN. 14 1/2 GAUGE

W/ MAX. 6" MESH

SPACING)

36" MIN. LENGTH FENCE

POSTS DRIVEN MIN. 16"

INTO GROUND.

HEIGHT OF FILTER

= 16" MIN.

M

I N

F

L

O

W

F

L

O

W

10' M A

X . C

. TO

C

5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL…