Site Plans vhb

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SITE

Feet0 1000 2000

Site Plans

Issued for: Site Plan Review

Date Issued: July 2, 2020

Latest Issue: July 7, 2020

Surveyor

Gilbert VanGuilder Land

Surveyor, PLLC.

988 Route 146

Clifton Park, New York 12065

518-383-0634

Proposed Self

Storage Facility

28 Chamberlain Street

Bethlehem, New York

Sheet Index

No.Drawing Title

Latest Issue

C-1Legend, Abbreviations and General Notes July 7, 2020

C-2Existing Conditions Plan July 7, 2020

C-3Layout and Materials Plan July 7, 2020

C-4Grading and Drainage Plan July 7, 2020

C-5Utility Plan July 7, 2020

C-6 Erosion and Sediment Control PlanJuly 7, 2020

C-7 Site Details 1July 7, 2020





L-1Planting Plan July 7, 2020

L-2Planting Details July 7, 2020

Reference Drawings

No.Drawing Title

Latest Issue

EX-1Existing Conditions Plan of Land January 16, 2020

Tax Map ID # : 87.03-1-23

Owner/Applicant:

The Burke Companies

509 State Route 67

Multon, NY 12020

Drawing Title

Issued for

Designed by

RevisionNo.

Town Planning Board Approval

of

Project Number

Sheet

Drawing Number

Drawing Title

Issued for

Checked byDesigned by

Appvd.DateRevisionNo.

vh

b.co

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Date

Proposed Self

Storage Facility


Bethlehem, New York

Site Plan Review

Not Approved for Construction

July 7, 2020

14

26929.00

Engineering, Surveying &

Landscape Architecture, PC

100 Great Oaks Boulevard

Suite 118

Albany, NY 12203

518.389.3600

1

SIAMESE CONNECTION

ACCESSIBLE CURB RAMP

ACCESSIBLE PARKING

VAN-ACCESSIBLE PARKING

COMPACT PARKING STALLS

DOUBLE YELLOW LINE

STOP LINE

CROSSWALK

PARKING COUNT

MAJOR CONTOUR

MINOR CONTOUR

STREAM / POND / WATER COURSE

HAY BALES

SILT FENCE

DETENTION BASIN

RETAINING WALL

STOCKADE FENCE

STONE WALL

FENCE

TREE LINE

WIRE FENCE

PATH

WOOD GUARDRAIL

STEEL GUARDRAIL

GUY WIRE & ANCHOR

MATCHLINE

GUY POLE

HAND HOLE

PULL BOX

ELECTRIC MANHOLE

POST INDICATOR VALVE

TRANSFORMER PAD

TELEPHONE MANHOLE

UTILITY POLE

LIGHT POLE

ELECTRIC METER

WATER WELL

GAS GATE

GAS METER

FIRE HYDRANT

WATER METER

EXTRUDED CONCRETE CURB

BUILDING ENTRANCE

BOLLARD

DOUBLE SIGN

DUMPSTER PAD

SIGN

BUILDING

LOADING DOCK

MONOLITHIC CONCRETE CURB

PRECAST CONC. CURB

LIMIT OF CURB TYPE

SLOPED GRAN. EDGING

SAWCUT

VERT. GRAN. CURB

EDGE OF PAVEMENT

BITUMINOUS CURB

CURB AND GUTTER

CONCRETE CURB

GRAVEL ROAD

BITUMINOUS BERM

WETLAND LINE WITH FLAG

200' RIVERFRONT AREA

TO FLOODING

LIMIT OF DISTURBANCE

WETLAND BUFFER ZONE

NO DISTURB ZONE

FLOODPLAIN

Exist. Prop.

RIGHT-OF-WAY/PROPERTY LINE

CONSTRUCTION LAYOUT

TOWN LINE

ZONING LINE

BASELINE

BUILDING SETBACK

EASEMENT

PROJECT LIMIT LINE

PROPERTY LINE

DOUBLE CATCH BASIN CONCENTRIC

SEWER MANHOLE CONCENTRIC

FLARED END SECTION

CURB STOP & BOX

TAPPING SLEEVE, VALVE & BOX

WATER VALVE & BOX

HEADWALL

DRAIN MANHOLE CONCENTRIC

PLUG OR CAP

TRENCH DRAIN

CLEANOUT

CATCH BASIN CONCENTRIC

GUTTER INLET

MONITORING WELL

DOMESTIC WATER

FIRE PROTECTION

ELECTRIC

CABLE TV

FIRE ALARM

TELEPHONE

GAS

ROOF DRAIN

SEWER

OVERHEAD WIRE

WATER

DRAIN

UNDERDRAIN

CONSTRUCTION EXIT

HEAVY DUTY PAVEMENT

CONCRETE

TOP & BOTTOM OF WALL ELEVATION

TOP OF CURB ELEVATION

BORING LOCATION

TEST PIT LOCATION

BOTTOM OF CURB ELEVATION

SPOT ELEVATION

Prop.Exist.

RIPRAP

STEAM

FORCE MAIN

ABAN ABANDON

ACR ACCESSIBLE CURB RAMP

ADJ ADJUST

APPROX APPROXIMATE

BIT BITUMINOUS

BS BOTTOM OF SLOPE

BWLL BROKEN WHITE LANE LINE

CONC CONCRETE

DYCL DOUBLE YELLOW CENTER LINE

EL ELEVATION

ELEV ELEVATION

EX EXISTING

FDN FOUNDATION

FFE FIRST FLOOR ELEVATION

GRAN GRANITE

GTD GRADE TO DRAIN

LA LANDSCAPE AREA

LOD LIMIT OF DISTURBANCE

MAX MAXIMUM

MIN MINIMUM

NIC NOT IN CONTRACT

NTS NOT TO SCALE

PERF PERFORATED

PROP PROPOSED

REM REMOVE

RET RETAIN

R&D REMOVE AND DISPOSE

R&R REMOVE AND RESET

SWEL SOLID WHITE EDGE LINE

SWLL SOLID WHITE LANE LINE

TS TOP OF SLOPE

TYP TYPICAL

CB CATCH BASIN

CMP CORRUGATED METAL PIPE

CO CLEANOUT

DCB DOUBLE CATCH BASIN

DMH DRAIN MANHOLE

CIP CAST IRON PIPE

COND CONDUIT

DIP DUCTILE IRON PIPE

FES FLARED END SECTION

FM FORCE MAIN

F&G FRAME AND GRATE

F&C FRAME AND COVER

GI GUTTER INLET

GT GREASE TRAP

HDPE HIGH DENSITY POLYETHYLENE PIPE

HH HANDHOLE

HW HEADWALL

HYD HYDRANT

INV INVERT ELEVATION

I= INVERT ELEVATION

LP LIGHT POLE

MES METAL END SECTION

PIV POST INDICATOR VALVE

PWW PAVED WATER WAY

PVC POLYVINYLCHLORIDE PIPE

RCP REINFORCED CONCRETE PIPE

R= RIM ELEVATION

RIM= RIM ELEVATION

SMH SEWER MANHOLE

TSV TAPPING SLEEVE, VALVE AND BOX

UG UNDERGROUND

UP UTILITY POLE

PARKING SETBACK

SILT SOCK / STRAW WATTLE

LegendAbbreviations

General

Utility

BORDERING LAND SUBJECT

BUILDINGS

DRAIN MANHOLE ECCENTRIC

SEWER MANHOLE ECCENTRIC

DOUBLE CATCH BASIN ECCENTRIC

CATCH BASIN ECCENTRIC

General

1. CONTRACTOR SHALL NOTIFY "DIG SAFELY" (1-800-962-7962 OR 811) AT LEAST 72 HOURS BEFORE

EXCAVATING.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES

SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.

3. ACCESSIBLE ROUTES, PARKING SPACES, RAMPS, SIDEWALKS AND WALKWAYS SHALL BE CONSTRUCTED

IN CONFORMANCE WITH THE FEDERAL AMERICANS WITH DISABILITIES ACT AND WITH STATE AND

LOCAL LAWS AND REGULATIONS (WHICHEVER ARE MORE STRINGENT).

4. AREAS DISTURBED DURING CONSTRUCTION AND NOT RESTORED WITH IMPERVIOUS SURFACES

(BUILDINGS, PAVEMENTS, WALKS, ETC.) SHALL RECEIVE 6 INCHES LOAM AND SEED.

5. WITHIN THE LIMITS OF THE BUILDING FOOTPRINT, THE SITE CONTRACTOR SHALL PERFORM

EARTHWORK OPERATIONS REQUIRED UP TO SUBGRADE ELEVATIONS.

6. WORK WITHIN THE LOCAL RIGHTS-OF-WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS.

WORK WITHIN STATE RIGHTS-OF-WAY SHALL CONFORM TO THE LATEST EDITION OF THE STATE

HIGHWAY DEPARTMENTS STANDARD SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.

7. UPON AWARD OF CONTRACT, CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION NOTIFICATIONS

AND APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS ASSOCIATED WITH

THE WORK INDICATED ON THE DRAWINGS, IN THE SPECIFICATIONS, AND IN THE CONTRACT

DOCUMENTS. DO NOT CLOSE OR OBSTRUCT ROADWAYS, SIDEWALKS, AND FIRE HYDRANTS, WITHOUT

APPROPRIATE PERMITS.

8. TRAFFIC SIGNAGE AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES.

9. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK DISTURBED BY THE CONTRACTOR'S OPERATIONS

SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT THE CONTRACTOR'S

EXPENSE.

10. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE

ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY,

OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT

MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER

IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.

11. CONTRACTOR SHALL PREVENT DUST, SEDIMENT, AND DEBRIS FROM EXITING THE SITE AND SHALL BE

RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF SUCH OCCURS.

12. DAMAGE RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO OWNER.

13. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT

ADVERSE IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES,

IF ANY, AT NO COST TO OWNER.

14. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE SPDES GENERAL

PERMIT (GP 0-20-001) PROGRAM AND NYSDEC JURISDICTION. PRIOR TO THE START OF

CONSTRUCTION CONTRACTOR IS TO FILE A NOTICE OF INTENT WITH THE NYSDEC AND PREPARE A

STORMWATER POLLUTION PREVENTION PLAN IN ACCORDANCE WITH THE SPDES REGULATIONS TO BE

REVIEWED BY THE TOWN. CONTRACTOR SHALL CONFIRM THE OWNER HAS ALSO FILED A NOTICE OF

INTENT WITH THE NYSDEC.

Utilities

1. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE

REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED

THIS INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT

GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES,

NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT

THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING

CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES, AND

ELEVATIONS OF THE POINTS OF CONNECTIONS TO EXISTING UTILITIES AND, SHALL CONFIRM THAT

THERE ARE NO INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES,

INCLUDING ROUTES WITHIN THE PUBLIC RIGHTS OF WAY.

2. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING

CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS

INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED

WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN WRITING TO THE

OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFLICT AND CONTRACTOR'S FAILURE TO

NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR

ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.

3. SET CATCH BASIN RIMS, AND INVERTS OF SEWERS, DRAINS, AND DITCHES IN ACCORDANCE WITH

ELEVATIONS ON THE GRADING AND UTILITY PLANS.

4. RIM ELEVATIONS FOR DRAIN AND SEWER MANHOLES, WATER VALVE COVERS, GAS GATES, ELECTRIC

AND TELEPHONE PULL BOXES, AND MANHOLES, AND OTHER SUCH ITEMS, ARE APPROXIMATE AND

SHALL BE SET/RESET AS FOLLOWS:

A. PAVEMENTS AND CONCRETE SURFACES: FLUSH

B. ALL SURFACES ALONG ACCESSIBLE ROUTES: FLUSH

C. LANDSCAPE, LOAM AND SEED, AND OTHER EARTH SURFACE AREAS: ONE INCH ABOVE

SURROUNDING AREA AND TAPER EARTH TO THE RIM ELEVATION.

5. THE LOCATION, SIZE, DEPTH, AND SPECIFICATIONS FOR CONSTRUCTION OF PROPOSED PRIVATE

UTILITY SERVICES SHALL BE INSTALLED ACCORDING TO THE REQUIREMENTS PROVIDED BY, AND

APPROVED BY, THE RESPECTIVE UTILITY COMPANY (GAS, TELEPHONE, ELECTRIC, FIRE ALARM, ETC.).

FINAL DESIGN LOADS AND LOCATIONS TO BE COORDINATED WITH OWNER AND ARCHITECT.

6. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR AND SHALL BE RESPONSIBLE FOR PAYING FEES FOR

POLE RELOCATION AND FOR THE ALTERATION AND ADJUSTMENT OF GAS, ELECTRIC, TELEPHONE, FIRE

ALARM, AND ANY OTHER PRIVATE UTILITIES, WHETHER WORK IS PERFORMED BY CONTRACTOR OR BY

THE UTILITIES COMPANY.

7. UTILITY PIPE MATERIALS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED ON THE PLAN:

A. WATER PIPES SHALL BE DUCTILE IRON PIPE, OR AS APPROVED BY THE TOWN.

B. SANITARY SEWER PIPES SHALL BE POLYVINYL CHLORIDE (PVC) SEWER PIPE

C. STORM DRAINAGE PIPES SHALL BE HDPE.

8. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL CONTRACTOR AND SHALL FURNISH

EXCAVATION, INSTALLATION, AND BACKFILL OF ELECTRICAL FURNISHED SITEWORK RELATED ITEMS

SUCH AS PULL BOXES, CONDUITS, DUCT BANKS, LIGHT POLE BASES, AND CONCRETE PADS. SITE

CONTRACTOR SHALL FURNISH CONCRETE ENCASEMENT OF DUCT BANKS IF REQUIRED BY THE UTILITY

COMPANY AND AS INDICATED ON THE DRAWINGS.

9. CONTRACTOR SHALL EXCAVATE AND BACKFILL TRENCHES FOR GAS IN ACCORDANCE WITH GAS

COMPANY'S REQUIREMENTS.

10. ALL DRAINAGE AND SANITARY STRUCTURE INTERIOR DIAMETERS (4' MIN.) SHALL BE DETERMINED BY

THE MANUFACTURER BASED ON THE PIPE CONFIGURATIONS SHOWN ON THESE PLANS AND LOCAL

MUNICIPAL STANDARDS. FOR MANHOLES THAT ARE 20 FEET IN DEPTH AND GREATER, THE MINIMUM

DIAMETER SHALL BE 5 FEET.

Layout and Materials

1. DIMENSIONS ARE FROM THE FACE OF CURB, FACE OF BUILDING, FACE OF WALL, AND CENTER LINE OF

PAVEMENT MARKINGS, UNLESS OTHERWISE NOTED.

2. CURB RADII ARE 3 FEET UNLESS OTHERWISE NOTED.

3. CURBING SHALL BE VERTICAL CONCRETE CURB (VCC) WITHIN THE SITE UNLESS OTHERWISE INDICATED

ON THE PLANS.

4. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS AND DETAILS CONTIGUOUS TO

THE BUILDING, INCLUDING SIDEWALKS, RAMPS, BUILDING ENTRANCES, STAIRWAYS, UTILITY

PENETRATIONS, CONCRETE DOOR PADS, COMPACTOR PAD, LOADING DOCKS, BOLLARDS, ETC.

5. PROPOSED BOUNDS AND ANY EXISTING PROPERTY LINE MONUMENTATION DISTURBED DURING

CONSTRUCTION SHALL BE SET OR RESET BY A PROFESSIONAL LAND SURVEYOR.

6. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL VERIFY EXISTING PAVEMENT ELEVATIONS

AT INTERFACE WITH PROPOSED PAVEMENTS, AND EXISTING GROUND ELEVATIONS ADJACENT TO

DRAINAGE OUTLETS TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND PROPOSED FACILITIES.

Demolition

1. CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING MANMADE SURFACE FEATURES WITHIN THE

LIMIT OF WORK INCLUDING BUILDINGS, STRUCTURES, PAVEMENTS, SLABS, CURBING, FENCES, UTILITY

POLES, SIGNS, ETC. UNLESS INDICATED OTHERWISE ON THE DRAWINGS. REMOVE AND DISPOSE OF

EXISTING UTILITIES, FOUNDATIONS AND UNSUITABLE MATERIAL BENEATH AND FOR A DISTANCE OF 10

FEET BEYOND THE PROPOSED BUILDING FOOTPRINT INCLUDING EXTERIOR COLUMNS.

2. EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH

LOCAL, STATE AND INDIVIDUAL UTILITY COMPANY STANDARD SPECIFICATIONS AND DETAILS. THE

CONTRACTOR SHALL COORDINATE UTILITY SERVICE DISCONNECTS WITH THE UTILITY

REPRESENTATIVES.

3. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL,

STATE AND LOCAL REGULATIONS, ORDINANCES AND STATUTES.

4 THE DEMOLITION LIMITS DEPICTED IN THE PLANS IS INTENDED TO AID THE CONTRACTOR DURING THE

BIDDING AND CONSTRUCTION PROCESS AND IS NOT INTENDED TO DEPICT EACH AND EVERY ELEMENT

OF DEMOLITION. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THE DETAILED SCOPE OF

DEMOLITION BEFORE SUBMITTING ITS BID/PROPOSAL TO PERFORM THE WORK AND SHALL MAKE NO

CLAIMS AND SEEK NO ADDITIONAL COMPENSATION FOR CHANGED CONDITIONS OR UNFORESEEN OR

LATENT SITE CONDITIONS RELATED TO ANY CONDITIONS DISCOVERED DURING EXECUTION OF THE

WORK.

5. UNLESS OTHERWISE SPECIFICALLY PROVIDED ON THE PLANS OR IN THE SPECIFICATIONS, THE

ENGINEER HAS NOT PREPARED DESIGNS FOR AND SHALL HAVE NO RESPONSIBILITY FOR THE

PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF HAZARDOUS MATERIALS, TOXIC

WASTES OR POLLUTANTS AT THE PROJECT SITE. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY

CLAIMS OF LOSS, DAMAGE, EXPENSE, DELAY, INJURY OR DEATH ARISING FROM THE PRESENCE OF

HAZARDOUS MATERIAL AND CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE ENGINEER

FROM ANY CLAIMS MADE IN CONNECTION THEREWITH. MOREOVER, THE ENGINEER SHALL HAVE NO

ADMINISTRATIVE OBLIGATIONS OF ANY TYPE WITH REGARD TO ANY CONTRACTOR AMENDMENT

INVOLVING THE ISSUES OF PRESENCE, DISCOVERY, REMOVAL, ABATEMENT OR DISPOSAL OF ASBESTOS

OR OTHER HAZARDOUS MATERIALS.

Erosion Control

1. PRIOR TO STARTING ANY OTHER WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE

AGENCIES AND SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE PLANS AND AS

IDENTIFIED IN FEDERAL, STATE, AND LOCAL APPROVAL DOCUMENTS PERTAINING TO THIS PROJECT.

2. CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES ON A WEEKLY BASIS

(MINIMUM) OR AS REQUIRED PER THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). THE

CONTRACTOR SHALL ADDRESS DEFICIENCIES AND MAINTENANCE ITEMS WITHIN TWENTY-FOUR

HOURS OF INSPECTION. CONTRACTOR SHALL PROPERLY DISPOSE OF SEDIMENT SUCH THAT IT DOES

NOT ENCUMBER OTHER DRAINAGE STRUCTURES AND PROTECTED AREAS.

3. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT

SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH

SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.

4. CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS ARE

EXPOSED FOR A MINIMUM OF TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE STABILIZED

TO PREVENT EROSION.

5. UPON COMPLETION OF CONSTRUCTION AND ESTABLISHMENT OF PERMANENT GROUND COVER,

CONTRACTOR SHALL REMOVE AND DISPOSE OF EROSION CONTROL MEASURES AND CLEAN SEDIMENT

AND DEBRIS FROM ENTIRE DRAINAGE AND SEWER SYSTEMS.

Existing Conditions Information

1. EXISTING CONDITIONS: PROPERTY LINES AND EXISTING CONDITIONS INFORMATION FROM "SURVEY

OF LANDS OF BULNES CHAMBERLAIN STREET" BY GILBERT VANGUILDER, LAND SURVEYOR, PLLC DATED

05/10/2019, UPDATED 01/16/2020.

2. SANITARY AND WATER INFORMATION: TAKEN FROM MAPPING GIVEN BY TOWN OF BETHLEHEM, NY.

Document Use

2. THESE PLANS AND CORRESPONDING CADD DOCUMENTS ARE INSTRUMENTS OF PROFESSIONAL

SERVICE, AND SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY PURPOSE OTHER THAN FOR

WHICH IT WAS CREATED WITHOUT THE EXPRESSED, WRITTEN CONSENT OF VHB. ANY UNAUTHORIZED

USE, REUSE, MODIFICATION OR ALTERATION, INCLUDING AUTOMATED CONVERSION OF THIS

DOCUMENT SHALL BE AT THE USER'S SOLE RISK WITHOUT LIABILITY OR LEGAL EXPOSURE TO VHB.

3. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND

DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT

FEATURES IN ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE

SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.

4. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT

NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE

CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURERS' LITERATURE, SHOP

DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT

FEATURES.

Notes


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Date

Proposed Self

Storage Facility


Bethlehem, New York

Planning Board Review


July 7, 2020

14

26929.00




Suite 118

Albany, NY 12203

518.389.3600

Legend, Abbreviations

and General Notes

C-1

1

APPROXIMATE LOCATION OF

EXISTING WATER LINE FROM

AVAILABLE TOWN MAPPING

6" DIP

6" DIP

H

Y

D

1

0

"

C

I

P

1

0

"

C

I

P

1

0

"

C

IP





EXISTING HYDRANT FROM


STA 35+00

APPROX ELEV 176'

STA 34+00

APPROX ELEV 176'

STA 33+00

APPROX ELEV 175'

STA 32+13

APPROX ELEVATION 175'

STA 36+00

APPROX ELEV 177.5'

STA 37+00

APPROX ELEV 178'

STA 38+00

APPROX ELEV 185'

6" DI FORCE MAIN

6" DI FORCE MAIN


EXISTING FORCE MAIN FROM



EXISTING FORCE MAIN FROM



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Drawing Number

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Issued for



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Date

Proposed Self

Storage Facility


Bethlehem, New York



July 7, 2020

14

26929.00




Suite 118

Albany, NY 12203

518.389.3600

Existing Conditions

C-2

3

Feet60300 15

170'

120'

8

SELF STORAGE

BUILDING

20,400 SF FOOTPRINT

4 STORIES

FFE: 185.0

2

0

F

T

.

L

A

N

D

S

C

A

P

E

B

U

F

F

E

R

2

0

FT

. LA

N

D

S

C

A

P

E

B

U

FFE

R

INTERNAL LOT LINE

TO BE DISSOLVED

CANOPY

20'

26'

5.5'

9'

CHAMBERLAIN STREET

9

W

O

N

R

A

M

P

N

E

W

Y

O

R

K

S

T

A

T

E

T

H

R

U

W

A

Y

IN

T

E

R

S

T

A

T

E

8

7

ENCLOSED

DUMPSTER

SECURITY FENCING

KEYED GATED ACCESS

KEYED GATED ACCESS

SECURITY FENCING

24'

26'

30'

FLUSH SIDEWALK

RAISED

LANDSCAPE

ISLAND

25 FT. SID

E YA

RD

B

U

ILD

IN

G

SETB

AC

K

25 FT. SID

E YA

RD

B

UILD

IN

G SETB

AC

K

10 FT. PARKING/SIGNAGE SETBACK FROM FRONTAGE

15 FT. SID

E YA

RD

P

AR

KIN

G

SETB

AC

K

1

0

F

T

.

S

I

G

N

A

G

E

S

E

T

B

A

C

K

F

R

O

M

F

R

O

N

T

A

G

E

82'

25 FT. SIDE YARD BUILDING SETBACK

15 FT. SID

E Y

AR

D P

AR

KIN

G SETB

AC

K

CHAMBERLAIN STREET DOES NOT HAVE AN EXISTING STRIPED

CENTERLINE. MEASUREMENT TAKEN FROM CENTER OF

ROADWAY.

VCC

VCC

CONNECT TO EXISTING PAVEMENT

CONNECT TO EXISTING PAVEMENT

CONNECT TO

EXISTING PAVEMENT

CONNECT TO

EXISTING PAVEMENT

EO

P

EOP

EO

P

VC

C

21'

26'

GUIDE RAIL

PROPOSED 4 FT. RETAINING

WALL

PROPOSED

GUARDRAIL

SECURITY FENCING

SECURITY FENCING

PROPOSED PYLON SIGN

2

6

'

R 2

6

'

R

2

5

'R

2

0

'

R

2

0

'

R

1

5

'

R

1

5

'

R

1

5

'

R

76'R

102'R

5

'

R

LA

BOLLARD MOUNTED SIGN R7-1

BOLLARD MOUNTED SIGN R7-8 & R7-8A

EN

EN

12'

24'

12' X 24' CONCRETE PAD

39.0

'

60.5'

5

0

.0

'

28'

8' 8' 9'

PROPOSED CURB STOPS

E

O

PE

O

P

VC

C

15 FT. SID

E YA

RD

PA

RK

IN

G SETB

AC

K

50 FT. FRONT YARD BUILDING

SETBACK FROM RIGHT OF WAY

5

0

F

T

.

R

E

A

R

Y

A

R

D

S

E

T

B

A

C

K

15 FT. SIDE YARD

PARKING SETBACK

STORMWATER

INFILTRATION

BASIN

DY

L

SIGN R1-1

75 FT. FRONT YARD BUILDING

SETBACK FROM CENTERLINE

3.5'

181.5

180

184

179.5

184

180

183.5

180

183

181.5

183

181.5

184

182

185

181.5

185

181

185

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Date

Proposed Self

Storage Facility


Bethlehem, New York



July 7, 2020

14

26929.00




Suite 118

Albany, NY 12203

518.389.3600

Layout and

Materials Plan

C-3

4

Feet40200 10

Sign Summary

CONNDOT

Number

Specification

Desc.

WidthHeight

STOP

VAN

A C C E S S I B L E

Zoning Summary Chart

Zoning District: RLI - Rural Light Industrial

Zoning Regulation Requirements Required*Provided

MINIMUM LOT AREA1 ACRE ±1.9 ACRES

FRONTAGE

50 FT. ±336.9 FT.

(CHAMBERLAIN ST)

FRONT YARD SETBACK

50 FT. (FROM ROW)

75 FT. (FROM

CENTERLINE)

60.5 FT. (FROM ROW)

82 FT. (FROM

CENTERLINE)

SIDE YARD SETBACK25 FT. 39 FT.

REAR YARD SETBACK50 FT. 50 FT.

MINIMUM LOT WIDTH50 FT. >50 FT.

MAXIMUM FLOOR AREA RATIONOT SPECIFIED 0.2

MAXIMUM BUILDING HEIGHT

45 FT. 4 STORIES

<45 FT.

MAXIMUM BUILDING COVERAGE30.0 % ±24%

MAXIMUM IMPERVIOUSNOT SPECIFIED ±51.0%

* Zoning regulation requirements as specified in TOWN OF BETHLEHEM, NEW YORK ZONING ECODE.

ANY

NO

PARKING

TIME

Parking Summary Chart

Description

Size Office

Required Provided Required ProvidedSTANDARD SPACES

9 x 209 x 20

7 7

STANDARD ACCESSIBLE SPACES *8 x 18

8 x 201 1

TOTAL SPACES8 8

* ADA/STATE/LOCAL REQUIREMENTS

N

E

W

Y

O

R

K

S

T

A

T

E

T

H

R

U

W

A

Y

IN

T

E

R

S

T

A

T

E

8

7

SELF STORAGE

BUILDING

FFE: 185.0

CHAMBERLAIN STREET

9

W

O

N

R

A

M

P

EN

EN

180.65EX

11

RIM=180.70

INV=178.20

INV=178.10

12

OUT

CB

12

RIM=180.93

INV=178.50OUT

CB

12"HDPE

12"HDPE

13

RIM=181.16

INV=177.33

INV=177.40

INV=177.33

EXCB

11

OUT

DMH

181.5

180

184

179.5

184

180

183.5

180

183

181.5

183

181.5

184

182

185

181.5

185

181

185

180.5

181

180


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Date

Proposed Self

Storage Facility


Bethlehem, New York



July 7, 2020

14

26929.00




Suite 118

Albany, NY 12203

518.389.3600

Grading and

Drainage Plan

C-4

5

Feet40200 10




6" DIP

1

0

"

C

I

P

1

0

"

C

IP




STA 35+00

APPROX ELEV 176'

STA 34+00

APPROX ELEV 176'

STA 33+00

APPROX ELEV 175'

STA 36+00

APPROX ELEV 177.5'

STA 37+00

APPROX ELEV 178'

6" DI FORCE MAIN

SELF STORAGE

BUILDING

CHAMBERLAIN STREET

9

W

O

N

R

A

M

P

N

E

W

Y

O

R

K

S

T

A

T

E

T

H

R

U

W

A

Y

IN

T

E

R

S

T

A

T

E

8

7

EN

EN

EXISTING UTILITY POLES TO

REMAIN AND BE PROTECTED

EXISTING UTILITY POLE TO


EXISTING UTILITY POLE TO


CONNECT TO EXISTING

GAS SERVICE LINE

EXISTING GAS SERVICE LINE TO REMAIN

AND BE PROTECTED. COORDINATION

WITH GAS COMPANY REQUIRED.

CONNECT TO EXISTING UTILITY POLE FOR

SERVICE LINE. COORDINATION REQUIRED

WITH UTILITY COMPANY.

U

G

E

U

G

E

UG

E

T

UG

E

UG

E

G

6"PVC

INV=181.43

6

"

P

V

C

6"P

VC

S1

INV=181.22

INV=179.83

BLDG

OUT

CO

CONNECT TO EXISTING 10" CIP WATER MAIN

WITHIN CHAMBERLAIN STREET. COORDINATION

WITH UTILITY COMPANY REQUIRED.

EXISTING ABOVE GROUND SERVICE LINE TO BE

REMOVED. COORDINATE WITH UTILITY COMPANY

E

/

T

E

/T

CONNECT TO EXISTING UNDERGROUND

TELEPHONE SERVICE LINE. COORDINATION

REQUIRED WITH UTILITY COMPANY

E/T

E/T

GAS METER

6" FP

2" W

CORP STOP

WG

TSV

S4

RIM=179.09

INV=175.74

INV=175.74

INV=175.74

FM

OUT

WYE

6"P

VC

PROPOSED

TRANSFORMER

INTERIOR PUMP REQUIRED FOR

SANITARY SERVICE LINE TO FORCE MAIN

W

6"W

W

6"W

FORCEMAIN

11

RIM=180.70

INV=178.20

INV=178.10

12

OUT

CB

12

RIM=180.93

INV=178.50OUT

CB

12"HDPE

12"HDPE

13

RIM=181.16

INV=177.33

INV=177.40

INV=177.33

EXCB

11

OUT

DMH

181.5

180

184

179.5

184

180

183.5

180

183

181.5

183

181.5

184

182

185

181.5

185

181

185

180.5

181

180


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Date

Proposed Self

Storage Facility


Bethlehem, New York



July 7, 2020

14

26929.00




Suite 118

Albany, NY 12203

518.389.3600

Utility Plan

C-5

6

Feet40200 10

SELF STORAGE

BUILDING

CHAMBERLAIN STREET

9

W

O

N

R

A

M

P

EN

EN

181.5

180

184

179.5

184

180

183.5

180

183

181.5

183

181.5

184

182

185

181.5

185

181

185

180.5

181

180

INSTALL SILT FENCING (TYP)

INSTALL SILT FENCING (TYP)

TEMPORARY STOCKPILE MANAGEMENT

AREA. CONTRACTOR TO RELOCATE AS

NEEDED DURING CONSTRUCTION.

STABILIZED CONSTRUCTION ENTRANCE. REFRESH AS

REQUIRED THROUGHOUT CONSTRUCTION IF STONE GETS

CLOGGED OR CAKED-IN WITH SILT/SEDIMENT. DO NOT

ALLOW SILT/SEDIMENT TO BE TRACKED ONTO ROADWAY

PROVIDED STREET SWEEPING AS

REQUIRED, IF SILT/SEDIMENT IS

TRACKED ONTO ROADWAY.

INSTALL INLET PROTECTION FOR ALL

CATCH BASINS AND YARD DRAINS

(TYP)

CONCRETE

WASHOUT

LIMIT OF

DISTURBANCE=1.79 AC.


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Date

Proposed Self

Storage Facility


Bethlehem, New York



July 7, 2020

14

26929.00




Suite 118

Albany, NY 12203

518.389.3600

Erosion and

Sediment Control Plan

C-6

7

Feet40200 10

Site S&E Narrative:

THE PROPOSED PROJECT CONSISTS OF CONSTRUCTING A 4-STORY 20,400 SF FOOTPRINT BUILDING WITH ASSOCIATED PARKING, DRIVEWAYS AND

UNDERGROUND UTILITIES.

THE APPROXIMATELY 1.92 ACRE SITE WILL BE DEVELOPED IN A SINGLE PHASE PROJECT. APPROXIMATELY 1.92 ACRES WILL BE DISTURBED DURING

CONSTRUCTION.

TO CONTROL SEDIMENT EROSION DURING EARTH FILLING OPERATIONS, THE CONTRACTOR SHALL EMPLOY TECHNIQUES OUTLINED IN THE CONSTRUCTION

SEQUENCE AND EROSION CONTROL NOTES TO ENSURE THAT EROSION DOES NOT OCCUR AND THAT SEDIMENT IS NOT TRANSPORTED OFF.

THE EARTHWORK IS PLANNED TO START FALL 2020 AND BE COMPLETED SPRING 2021.

THE EROSION AND SEDIMENTATION CONTROLS SHALL BE EMPLOYED BY THE CONTRACTOR DURING THE EARTHWORK AND CONSTRUCTION PHASES OF THE

PROJECT IN ACCORDANCE WITH THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 2015 GUIDELINES FOR SOIL EROSION AND

SEDIMENT CONTROL.

REFER TO THE DRAINAGE/STORMWATER MANAGEMENT REPORT FOR MORE INFORMATION.

Temporary Erosion and Sedimentation Control Maintenance

(throughtout construction):

THE SITE CONTRACTOR WILL BE RESPONSIBLE FOR IMPLEMENTING EACH CONTROL SHOWN ON THE SEDIMENTATION AND EROSION CONTROL PLAN.

THE SITE CONTRACTOR WILL INSPECT ALL SEDIMENT AND EROSION CONTROL STRUCTURES PERIODICALLY AND AFTER EACH RAINFALL EVENT. RECORDS OF THE

INSPECTIONS WILL BE PREPARED AND MAINTAINED ON-SITE BY THE CONTRACTOR.

SILT SHALL BE REMOVED FROM BEHIND BARRIERS IF GREATER THAN 6-INCHES DEEP OR AS NEEDED.

DAMAGED OR DETERIORATED ITEMS WILL BE REPAIRED IMMEDIATELY AFTER IDENTIFICATION.

THE UNDERSIDE OF STRAW BALES SHOULD BE KEPT IN CLOSE CONTACT WITH THE EARTH AND RESET AS NECESSARY.

SEDIMENT THAT IS COLLECTED IN STRUCTURES SHALL BE DISPOSED OF PROPERLY AND COVERED IF STORED ON-SITE.

INSPECT THE TEMPORARY SEDIMENT TRAP AT LEAST ONCE A WEEK AND WITHIN 24 HOURS OF A RAINFALL EVENT TO DETERMINE THE CONDITIONS OF THE

BASINS DURING CONSTRUCTION. CLEAN OUT SEDIMENT BASINS WHEN ACCUMULATION REACHES 12". SEDIMENT LEVELS SHALL BE MARKED WITHIN THE

SEDIMENT STORAGE AREA BY STAKES. DO NOT ALLOW ACCUMULATED SEDIMENTS TO FLUSH INTO WETLAND AREAS.

EROSION CONTROL STRUCTURES SHALL REMAIN IN PLACE UNTIL ALL DISTURBED EARTH HAS BEEN SECURELY STABILIZED. AFTER REMOVAL OF STRUCTURES,

DISTURBED AREAS SHALL BE REGRADED AND STABILIZED AS SOON AS PRACTICAL.

MAINTAIN THE CONSTRUCTION ENTRANCE IN A CONDITION WHICH WILL PREVENT TRACKING AND WASHING OF SEDIMENTS ONTO PAVED SURFACES.

Construction Sequence:

1. THE SITE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT SEDIMENTATION SHALL NOT AFFECT ROADS/HIGHWAYS

AND THEIR DRAINAGE SYSTEM, NEIGHBORING PROPERTIES, AND REGULATORY PROTECTED AREAS, WHETHER SUCH SEDIMENTATION IS CAUSED BY

WATER, WIND, OR DIRECT DEPOSIT. PRIOR TO CONSTRUCTION, THE APPLICANT SHALL PROVIDE THE TOWN OF BETHLEHEM WITH THE NAME OF CONTACT

AND 24 HOUR CONTACT INFORMATION.

2. CONTRACTOR SHALL ADHERE TO NEW YORK STATE GUIDELINES FOR EROSION AND SEDIMENT CONTROL.

3. FLAG THE LIMITS OF CONSTRUCTION NECESSARY TO FACILITATE THE PRECONSTRUCTION MEETING.

4. HOLD PRECONSTRUCTION MEETING. (REMEMBER TO CALL "DIG SAFELY" AT 1-800-962-7962 OR 811)

5. NOTIFY THE TOWN OF BETHLEHEM AGENT, ZONING ENFORCEMENT OFFICER AND ENGINEERING DEPARTMENT, 48 HOURS PRIOR TO COMMENCEMENT OF

ANY CONSTRUCTION ACTIVITY.

6. INSTALL STABILIZED VEHICLE CONSTRUCTION EXIT.

7. PRIOR TO INSTALLING SURFACE WATER CONTROLS SUCH AS TEMPORARY DIVERSION SWALES, INSPECT EXISTING CONDITIONS TO ENSURE DISCHARGE

LOCATIONS ARE STABLE. IF NOT STABLE, REVIEW DISCHARGE CONDITIONS WITH THE DESIGN ENGINEER AND IMPLEMENT ADDITIONAL STABILIZATION

MEASURES PRIOR TO INSTALLING SURFACE WATER CONTROLS.

8. INSTALL EROSION AND SEDIMENT CONTROLS IN ACCORDANCE WITH THE E&S PLAN FOR THE SITE INCLUDING SILT FENCE BARRIERS AND SILT SAC.

9. COMPLETE CLEARING AND GRUBBING.

10. ESTABLISH ROUGH GRADE ON THE SITE.

11. CONSTRUCT BUILDING AND UNDERGROUND UTILITIES. INSTALL SILT SAC SEDIMENT TRAPS IN ALL NEW CATCH BASINS.

12. INSTALL PAVEMENT BASE & FIRST COURSE OF BITUMINOUS CONCRETE.

13. INSTALL LANDSCAPING & LOAM AND SEED ALL DISTURBED AREAS.

14. AFTER SITE IS STABILIZED REMOVE TEMPORARY EROSION AND SEDIMENT CONTROLS.

15. LOAM AND SEED ALL DISTURBED AREAS.

16. WHEN ALL OTHER WORK HAS BEEN COMPLETED, REPAIR AND SWEEP ALL PAVED AREAS FOR THE FINAL COURSE OF PAVING. INSPECT THE DRAINAGE

SYSTEM AND CLEAN AS NEEDED.

17. INSTALL FINAL COURSE OF PAVEMENT.

Erosion and Sedimentation Control Techniques:

THE FOLLOWING EROSION AND SEDIMENTATION CONTROLS SHALL BE EMPLOYED BY THE CONTRACTOR DURING THE EARTHWORK AND CONSTRUCTION

PHASES OF THE PROJECT IN ACCORDANCE WITH THE CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION 2002 CONNECTICUT GUIDELINES FOR SOIL

EROSION AND SEDIMENT CONTROL.

SILT FENCING

IN AREAS WHERE HIGH RUNOFF VELOCITIES OR HIGH SEDIMENT LOADS ARE EXPECTED, STRAW BALE BARRIERS WILL BE BACKED UP WITH SILT FENCING. THIS

SEMI-PERMEABLE BARRIER MADE OF A SYNTHETIC POROUS FABRIC WILL PROVIDE ADDITIONAL PROTECTION. THE SILT FENCES AND STRAW BALE BARRIER WILL

BE REPLACED AS DETERMINED BY PERIODIC FIELD INSPECTIONS.

STRAW BALE BARRIERS

STRAW BALE BARRIERS WILL BE PLACED TO TRAP SEDIMENT TRANSPORTED BY RUNOFF BEFORE IT REACHES THE DRAINAGE SYSTEM OR LEAVES THE

CONSTRUCTION SITE. BALES WILL BE SET AT LEAST FOUR INCHES INTO THE EXISTING GROUND TO MINIMIZE UNDERCUTTING BY RUNOFF.

CATCH BASIN PROTECTION

NEWLY CONSTRUCTED AND EXISTING CATCH BASINS WILL BE PROTECTED WITH SILT SACKS THROUGHOUT CONSTRUCTION.

STABILIZED CONSTRUCTION ENTRANCE/EXIT

A TEMPORARY CRUSHED-STONE CONSTRUCTION ENTRANCE/EXIT WILL BE CONSTRUCTED. A CROSS SLOPE WILL BE PLACED IN THE ENTRANCE TO DIRECT

RUNOFF TO THE SEDIMENT TRAP.

VEGETATIVE SLOPE STABILIZATION

STABILIZATION OF OPEN SOIL SURFACES WILL BE IMPLEMENTED WITHIN 14 DAYS AFTER GRADING OR CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR

PERMANENTLY CEASED, UNLESS THERE IS SUFFICIENT SNOW COVER TO PROHIBIT IMPLEMENTATION. VEGETATIVE SLOPE STABILIZATION WILL BE USED TO

MINIMIZE EROSION ON SLOPES OF 3:1 OR FLATTER. ANNUAL GRASSES, SUCH AS ANNUAL RYE, WILL BE USED TO ENSURE RAPID GERMINATION AND

PRODUCTION OF ROOTMASS. PERMANENT STABILIZATION WILL BE COMPLETED WITH THE PLANTING OF PERENNIAL GRASSES OR LEGUMES. ESTABLISHMENT OF

TEMPORARY AND PERMANENT VEGETATIVE COVER MAY BE ESTABLISHED BY HYDRO-SEEDING OR SODDING. A SUITABLE TOPSOIL, GOOD SEEDBED

PREPARATION, AND ADEQUATE LIME, FERTILIZER AND WATER WILL BE PROVIDED FOR EFFECTIVE ESTABLISHMENT OF THESE VEGETATIVE STABILIZATION

METHODS. MULCH WILL ALSO BE USED AFTER PERMANENT SEEDING TO PROTECT SOIL FROM THE IMPACT OF FALLING RAIN AND TO INCREASE THE CAPACITY

OF THE SOIL TO ABSORB WATER.

STOCKPILE MANAGEMENT

SIDESLOPES OF STOCKPILED MATERIAL SHALL BE NO STEEPER THAN 2:1. STOCKPILES NOT USED WITHIN 30 DAYS NEED TO BE SEEDED AND MULCHED

IMMEDIATELY AFTER FORMATION OF THE STOCKPILE. STRAW BALES AND SILT FENCE ARE TO BE PLACED AROUND THE STOCKPILE AREA APPROXIMATELY 10

FEET FROM THE TOW OF SLOPE.

DUST CONTROL

PERIODICALLY MOISTEN EXPOSED SURFACES ON UNPAVED TRAVELWAYS TO KEEP THE TRAVELWAY DAMP AND REDUCE DUST.

Post Construction Stormwater Management:

THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR ENSURING THAT STORMWATER MANAGEMENT SYSTEMS BE INSPECTED AND MAINTAINED. THE

FOLLOWING PLAN COMPONENTS SHALL BE ADHERED TO:

SOURCE CONTROL

A COMPREHENSIVE SOURCE CONTROL PROGRAM WILL BE IMPLEMENTED AT THE SITE, WHICH INCLUDES REGULAR PAVEMENT SWEEPING AT A MINIMUM 2

TIMES PER YEAR, CATCH BASIN CLEANING, AND MAINTENANCE AND CLEARING OF LITTER FROM PARKING AREAS AND PERIMETER LANDSCAPED AREAS. CLEAN

ALL CATCH BASINS AND STRUCTURES TWICE ANNUALLY TO REMOVE ACCUMULATED SAND, SEDIMENT, AND FLOATABLE PRODUCTS OR AS NEEDED BASED ON

USE.

DEEP SUMP CATCH BASINS

CATCH BASINS AT THE SITE ARE TO BE CONSTRUCTED WITH SUMPS (MINIMUM 12-INCHES) TO TRAP DEBRIS AND SEDIMENTS. CATCH BASINS WILL BE CLEANED

TWICE PER YEAR.

INFILTRATION BASIN

THE INFILTRATION BASIN MANAGES AND TREATS STORMWATER RUNOFF THROUGH INFILTRATION. IT IS RECOMMENDED THE INFILTRATION BASIN BE

INSPECTED MONTHLY FOR THE FIRST 3 MONTHS AFTER CONSTRUCTION COMPLETION FOR SIGNS OF EROSION, PLANT ESTABLISHMENT, EMBANKMENT

STABILIZATION, ETC. THE INFILTRATION BASIN SHALL THEN BE INSPECTED BI-ANNUALLY THEREAFTER FOR SEDIMENT BUILDUP, EROSION, VEGETATIVE

CONDITIONS, ETC. THE MULCH SHALL BE REPLACED OR REPLENISHED EACH YEAR, PREFERABLY IN THE SPRING.

SNOW SHELF

INSPECT SNOW SHELVES ONCE ANNUALLY, IN THE SPRING, FOR ACCUMULATED SEDIMENT. NECESSARY SEDIMENT REMOVAL, EARTH REPAIR, AND/OR

RESEEDING WILL BE PERFORMED IMMEDIATELY UPON IDENTIFICATION.

ALL E&S CONTROL MEASURES WILL BE INSPECTED AND REPORTED ON WEEKLY.

THIS PLAN PROVIDES GENERAL GUIDANCE FOR THE CONSTRUCTION

ACTIVITIES THAT MAY OCCUR, THE CONTRACTOR IS FULLY RESPONSIBLE TO

PROVIDE AND MAINTAIN PROPER EROSION AND SEDIMENT CONTROL

MEASURES PER THE NEW YORK STATE STANDARDS AND SPECIFICATIONS

FOR EROSION AND SEDIMENT CONTROL AT ALL TIMES. ADDITIONAL

EROSION CONTROL MEASURES MAY BE REQUIRED THROUGHOUT

CONSTRUCTION BY THE TOWN, ENGINEER OR OTHER INSPECTORS.

Bollard

N.T.S.Source: VHB

LD_700

9/17

COMPACTED SUBGRADE

COMPACTED GRAVEL

24" DIA. CONCRETE ENCASEMENT

FINISHED GRADE

SURFACE TREATMENT VARIES

6" DIA. SCHEDULE 40 STEEL PIPE

FILLED WITH CONCRETE. COLOR

SELECTED BY OWNER/ARCHITECT

PAINT PRIME AND FINISH COATS

TO BE COMPATIBLE WITH

EXTERIOR METAL SURFACES.

CONCRETE FILL

ROUNDED CONCRETE CAP

6"

3'-6"

3'-6"

3' M

IN

.

Sign Post - Type 'A'

N.T.S.Source: VHB

LD_701

1/16

*

THIS DIMENSION SHALL BE A MAXIMUM OF 8' FOR ACCESSIBLE

SIGNAGE.

*

THIS DIMENSION SHALL BE A MINIMUM OF 5' FOR ACCESSIBLE

SIGNAGE.

*

24"

16" OR 12" DIA.

CONCRETE SUPPORT

LANDSCAPED AREA

2

1

2

" DIA. STEEL POST

(PAINT COLOR SELECTED

BY ARCHITECT)

TYPICAL SIGN

CAP STEEL PIPE POST

*

7' (M

IN

.)

* *

Bollard Mounted Sign

N.T.S.Source: VHB

LD_703

1/16

*

THIS DIMENSION SHALL BE A A MAXIMUM OF 8' FOR ACCESSIBLE

SIGNAGE.

*

THIS DIMENSION SHALL BE A MINIMUM OF 5' FOR ACCESSIBLE

SIGNAGE.

*

**

*

7' (M

IN

.)

1'-9"

3'-6"

CAP STEEL PIPE POST

TYPICAL SIGN

2

1

2

" DIA. STEEL POST

(PAINT COLOR SELECTED

BY ARCHITECT)

BOLLARD

(SEE DETAIL)

FINISH GRADE

SURFACE TREATMENT VARIES

Dumpster Pad w/ Enclosure

N.T.S.Source: VHB

LD_713

1/16

NOTES

1. DUMPSTER PAD DIMENSIONS SHOWN AS MINIMUM. REFER

TO PLAN FOR ACTUAL DIMENSION.

FINISH GRADEFINISH GRADE

SECTION VIEW

PLAN VIEW

11' (MIN.)

3"

2'-0"

13'(M

IN

.)

6"

6"

13' (MIN.)

(SEE NOTE 1.)

6"

APPROACH APRON

BITUMINOUS OR

CEMENT CONCRETE

DOUBLE GATE

6" STEEL BOLLARD

5" X 5" STEEL POST

6" CONCRETE PAD

1" X 6" SHIP-LAPPED

CEDAR BOARDS

2" X 4" CEDAR BACKING RAIL

FASTENED WITH GALVANIZED

ADJUSTABLE CLAMP

SCORE LINE (TYP.)

3" GALVANIZED STEEL POSTS

WITH PRESSED DOME CAP (TYP.)

20"

12" (M

IN

.)

5'-6"

6"

6"

MOLDED WOODEN CAP

1" X 4" CEDAR BOARD

3" O.D. GALVANIZED STEEL PIPE

WITH PRESSED DOME CAP

2" X 4" CEDAR BACKING

RAIL FASTENED WITH GALVANIZED

ADJUSTABLE CLAMP

1" X 6" CEDAR BOARDS

SHIPLAP JOINTS

5000 PSI CEMENT

CONCRETE (TYPE II)

3"

#4 @ 16"

BOTH WAYS

12" (M

IN

.)

3"

20"

6"

COMPACTED

SUBGRADE

COMPACTED

GRAVEL

Light Pole Foundation Detail (Up to 40' Pole)

N.T.S.Source: VHB

LD_310

1/16

NOTES

LIGHT POLE FOUNDATION DESIGN IS SUBJECT TO CHANGE

BASED ON FINAL POLE AND FIXTURE SELECTION AND

GEOTECHNICAL SITE INVESTIGATION.

BOLT LAYOUT

& MOUNTING

PROCEDURE AS

PER MFG. SPECS

#5 REBAR

#3 REBAR

CONDUIT AND GROUND ROD

CONNECT TO INSIDE METAL POLE

SEE ELECTRICAL PLAN FOR SIZE

5000 PSI TYPE II

CONCRETE CEMENT

2" TYP. COVER

FINISH GRADE (MATERIALS VARY)

4-#5 VERTICAL-EQ. SPACED

#3 HORIZONTAL TIES @ 12" C.C.

LIGHT POLES BASES

IN PARKING LOT TO

BE PAINTED YELLOW

1" CHAMFER

LIGHT POLE & ANCHORING

SYSTEM BY MFG.

2'-0" (MIN.)

7'-0"

2'-6" W

ITH

IN

V

EH

IC

LE A

REA

S

0'-6" IN

LA

ND

SC

AP

E A

REA

S

PROVIDE BASE COVER

AS FURNISHED BY

POLE MFG.

COMPACTED OR

UNDISTURBED

SUBGRADE

SECTIONPLAN

24" (M

IN

.)

Steel Beam Guardrail with Steel Post

N.T.S.Source: VHB

LD_456

1/16

2%

6

1

4

"

R

GROUND LINE

W 6 X 8.5 POST

2'-3"

29

32

X1

1

8

"SLOTTED HOLES

USE SPLICE BOLTS

1'-4"

6'-3"

CURB

FINISHED

SURFACE

2'-3" ±

1"

1'-9" ±

1"

BACKUP

PLATE

0'-9" 4'-3"

RAIL

6'-3" O.C.

W 6X8.5 POST

W 6X8.5

OFFSET BRACKET

2'-0"

8

1

2

"

3" MIN.

F-3-70 BOLT

WOOD OR PLASTIC BLOCK

W 6X8.5 POST

PLAN VIEW

SECTION VIEW

ELEVATION VIEW

PLAN VIEW

2

1

4

"

Section

Sloped Side Elevation

Plan View

Plastic Parking BlockN.T.S.

Notes:


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Date

Proposed Self

Storage Facility


Bethlehem, New York



July 7, 2020

14

26929.00




Suite 118

Albany, NY 12203

518.389.3600

Site Details 1

C-7

8

Accessible Parking Space

N.T.S.Source: VHB

LD_552c

1/16

NOTES

1. ALL DIMENSIONS TO CENTER OF PAVEMENT STRIPING.

2. ALL SLOPES THROUGHOUT THE ACCESSIBLE PARKING AND AISLE

AREAS SHALL NOT EXCEED 1.5%.

3. THE ACCESSIBLE SYMBOL DEPICTED ABOVE DOES NOT COMPLY

WITH THE AMERICANS WITH DISABILITIES ACT (ADA) AND IS SHOWN

FOR COMPLIANCE WITH STATE AND LOCAL REGULATIONS ONLY.

45°

8'8'

SEE DETAIL

ACCESSIBLE PARKING

SEE P

LA

NS

4'

4'

BLUE SKID-

RESISTANT

PAINT

PAINTED WHITE

4" WIDTH

(PAINTED BLUE)

ACCESS AISLE

4" BLUE LINES

24" ON CENTER

4" WIDTH

(PAINTED BLUE)

DETAIL

Painted Pavement Markings - On Site

N.T.S.Source: VHB

LD_554

1/16

LANE

NOTES

1. PAVEMENT MARKINGS TO BE INSTALLED FOR ON

SITE WORK IN LOCATIONS SHOWN.

4'

2'

4'

1'

(TYP.)

2'

(TYP.)

4" WHITE PAINT (TYP.)

17"

10"

17"

3'-8"

WHITE PAINT

3'-0"

3'-0"

6'-0"

4"

5'-0"

2'-2"

2'-10"

2'-0" 3'-0"

4"

WHITE PAINT

8'-0"

7'-9"

16"

4"

4" WHITE PAINT

16"

(TY

P.)

2'-0"

12"

LENGTH AS REQUIRED

(SEE STRIPING PLAN)

WHITE PAINTED

STOP LINE

Utility Trench

N.T.S.Source: VHB

LD_300

1/16

1

1

NOTES

1. WHERE UTILITY TRENCHES ARE CONSTRUCTED THROUGH

DETENTION BASIN BERMS OR OTHER SUCH SPECIAL SECTIONS,

PLACE TRENCH BACKFILL WITH MATERIALS SIMILAR TO THE

SPECIAL SECTION REQUIREMENTS.

2. USE METALLIC TRACING/WARNING TAPE OVER ALL PIPES.

DEP

TH

V

AR

IES

COMPACTED BEDDING

HAND TAMPED HAUNCHING

WARNING TAPE

DEPTH AND SURFACE

TREATMENT VARIES

COMPACTED

SUBGRADE

12"

(MIN.)

6"

(M

IN

.)

PIP

E

DIA

.12"

CO

MP

AC

TED

BED

DIN

G

5'-0" M

AX

IM

UM

VA

RIES

SAWCUT

COMPACTED GRANULAR FILL

COMMON FILL/

ORDINARY BORROW

PAVED AREA

SEE APPLICABLE

PAVEMENT SECTION LANDSCAPED AREA

Cleanout - Landscape Area

N.T.S.Source: VHB

LD_302

1/16

PVC (SDR35)

FLOW

SEE PLANS FOR INVERT AND PIPE SIZE

45° PVC BEND

45° WYE-IN LINE

45° EL-END OF LINE

DEP

TH

V

AR

IES

(M

AIN

TA

IN

M

IN

. C

OV

ER

)

THREADED SEALED CAP FINISH GRADE

Cleanout - Paved Area

N.T.S.Source: VHB

LD_303

1/16

FLOW

SEE PLANS FOR INVERT AND PIPE SIZE

45°PVC BEND AT END OF LINE

WYE CONNECTION FOR IN-LINE

12"

6"

PVC

CONCRETE COLLAR

6"

THREADED PLUG

RING & COVER

FINISH GRADE

AT PAVEMENT

Extruded Concrete Curb (ECC)

N.T.S.Source: VHB

LD_408

1/16

SLOPE

VARIES

NOTES

1. ECC REFERS TO EXTRUDED CONCRETE CURB WHICH IS

CAST-IN-PLACE IN THE FIELD.

2. WHEN ECC IS USED, CONTRACTOR IS TO DETERMINE THE

EXTENDED LAYOUT DIMENSIONS OF THE BASE COURSE IN

ORDER TO ACCOMMODATE PLACEMENT OF THE ECC.

COMPACTED

SUBGRADE

COMPACTED

GRAVEL

EDGE OF PAVEMENT

SEE NOTE 2.

SURFACE

TREATMENT

VARIES

3"

(MIN.)

8

1

2

"

6"

6"

R =

3

4

" R =

3

4

"

EPOXY BONDING AGENT

TOP COURSE

DEPTH VARIES

1.5 % M

AX.

1.0 % M

IN.

NOTES

1. CONCRETE FOR SIDEWALKS TO BE 4000 PSI

AND FOR DRIVEWAYS 5000 PSI. BOTH MIXES

TO BE TYPE II, 6% (1.5±) AIR ENTRAINED.

2. PROVIDE EXPANSION JOINTS AT MIN. 30 FT.

O.C. WITH PRE- FORMED EXPANSION JOINT

FILLER & SEALER.

3. PROVIDE TOOLED CONTROL JOINTS AT 6' O.C.

4. PROVIDE BROOM FINISH IN DIRECTION

PERPENDICULAR TO CURB.

CONCRETE

SIDEWALK

1

2

" PREFORMED

EXPANSION JOINT

BLDG. FACE,

FIXED OBJECT,

OR CONC. SIDEWALK SECTION

EXPANSION

JOINT SEALANT

1

2

"

12"

12"

6" REVEAL

FINISH

PAVEMENT

1" CHAMFER

CURB

TOOLED JOINT

6" VARIES

FINISH GRADE

SECTION

EXPANSION JOINT DETAIL

4" CEMENT CONCRETE

(6" THICK IN VEHICULAR AREAS)

8" COMPACTED

GRAVEL (1

1

2

" MAX.

STONE SIZE)

COMPACTED

SUBGRADE

Monolithic Concrete Curb (MCC) & Sidewalk

N.T.S.Source: VHB

LD_421

1/16

Bituminous Concrete Pavement Sections

N.T.S.Source: VHB

LD_430

1/16

NOTES

PAVEMENT SECTIONS ARE SUBJECT TO CHANGE AND WILL BE BASED ON THE

RESULTS OF FURTHER GEOTECHNICAL INVESTIGATIONS.

12" C

OM

PA

CTED

GR

AV

EL

1

1

2

" BITUMINOUS DENSE BINDER COURSE

1

1

2

" BITUMINOUS TOP COURSE

COMPACTED SUBGRADE

STANDARD DUTY FLEXIBLE PAVEMENT

Corporation/Curb Stop with Box

N.T.S.Source: VHB

LD_256

1/16

NOTES

1. INSTALLATIONS SHALL CONFORM WITH MUNICIPAL WATER

WORKS SPECIFICATIONS AND STANDARDS.

VARIES

PIP

E D

IA

.

CURB

STOP

TYPE 'K' COPPER

SERVICE LINE

CORPORATION STOP

WATER

MAIN

CURB BOX

SET TO FINISH GRADE

VA

RIES

Sanitary Sewer Manhole (SMH)

N.T.S.Source: VHB

LD_200

1/16

(STEEL REINFORCED FOR HS-20 LOADING)

NOTES

1. STRUCTURES SHALL BE PRECAST

CONCRETE, DESIGNED FOR HS-20

LOADING.

2. COPOLYMER MANHOLE STEPS SHALL BE

INSTALLED AT 12" O.C. FOR THE FULL

DEPTH OF THE STRUCTURE.

3. EXTERIOR SURFACES SHALL BE GIVEN

TWO COATS OF BITUMINOUS WATER-

PROOFING MATERIAL.

4. JOINT SEALANT BETWEEN PRECAST

SECTIONS SHALL BE PREFORMED BUTYL

RUBBER.

5. STANDARD SEWER MANHOLE FRAME

AND COVER SHALL BE SET IN FULL

MORTAR BED. ADJUST TO GRADE WITH

SEWER BRICK AND MORTAR (2 BRICK

COURSES TYPICALLY, 5 BRICK COURSES

MAXIMUM)

COMPACTED SUBGRADE

COMPACTED GRAVEL

SHELF TO BE SEWER

BRICK LAID FLAT AT A

SLOPE OF 1"/FOOT

BRICK CHIP AND

MORTAR OR CEMENT

CONCRETE FILL

ARCH INVERT TO BE CONSTRUCTED

WITH SEWER BRICK LAID AS

STRETCHERS AND ON EDGE

12"

DIA

.

VA

RIES

OUTLET

FLEXIBLE WATERTIGHT

GASKET OR SLEEVE

SEE NOTE 4.

SEE NOTE 3.

12"

(TYP.)

MO

NO

LITH

IC

BA

SE SEC

TIO

N

RISER

SEC

TIO

N(S)

AS R

EQ

'D

.

EC

CEN

TR

IC

CO

NE SEC

TIO

N

SEE A

LTER

NA

TE

TO

P SLA

B

48" DIA. MANHOLE (MIN.)

STEPS, SEE

NOTE2.

SEE

NOTE 5.

FINISH

GRADE

8"

30" DIA.

ACCESS 8"

48" DIA. MANHOLE

12"

8"

30" DIA.

ACCESS

ALTERNATE TOP SLAB

6' to 12' Chain Link Fence

N.T.S.Source: VHB

LD_480

1/16

CENTER RAIL

TOP RAIL

NOTES

1. MATERIALS TO BE SUPPLIED AND

INSTALLED IN CONFORMANCE WITH

"CHAIN LINK MANUFACTURER'S

INSTITUTE" PRODUCT MANUAL.

10" DIA. @ LINE POSTS

OR 1'-4" @ CORNER,

PULL OR END POSTS

CONCRETE FOOTING

(3000 PSI-TYPE I)

FINISH GRADE

1" BEVEL

CORNER, END OR

LINE POSTS

FENCE FABRIC

TOP RAIL

CENTER

RAIL

TENSION

WIRE

3'-6"

3'-0"

6'-0" TH

RU

12'-0"

SEE P

LA

NS

FO

R LO

CA

TIO

N(S)

AN

D H

EIG

HT(S)

6"

TENSION WIRE

2" DIAMOND MESH

CHAIN LINK FABRIC

TRUSS ROD

TIE WIRES

SELVAGE OF FABRIC

KNUCKLED TOP & BOTTOM

SECTION

ELEVATION


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Date

Proposed Self

Storage Facility


Bethlehem, New York



July 7, 2020

14

26929.00




Suite 118

Albany, NY 12203

518.389.3600

Site Details 2

C-8

9

Modular Retaining Wall

N.T.S.Source: VHB

LD_750

1/16

VARIES

1

NOTES

DETAIL PROVIDED FOR GENERAL INFORMATION ONLY. STAMPED

FINAL DESIGN OF MODULAR WALL SYSTEM TO BE PROVIDED BY

WALL MANUFACTURER BASED ON GEOTECHNICAL ENGINEERS

RECOMMENDATIONS.

COMPACTED

SUBGRADE

LEVELING PAD

UNDERDRAIN

(SLOPE TO DRAIN)

GRAVEL

GEOSYNTHETIC

REINFORCEMENT

APPROXIMATE

EXCAVATION

LIMIT

IMPERVIOUS FILL

(MIN.) 12" THICK

PROVIDE FENCE WHERE WALL

HEIGHT EXCEEDS 4 FEET

CAP

MODULAR CONCRETE

FACING UNITS

Siltsack Sediment Trap

N.T.S.Source: VHB

LD_674

1/16

FLOW FLO

W

NOTES

1. INSTALL SILTSACK IN ALL CATCH BASINS WHERE INDICATED ON THE PLAN

BEFORE COMMENCING WORK OR IN PAVED AREAS AFTER BINDER COURSE IS

PLACED AND HAY BALES HAVE BEEN REMOVED.

2. GRATE TO BE PLACED OVER SILTSACK.

3. SILTSACK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM

EVENTS AND CLEANING OR REPLACEMENT SHALL BE PERFORMED

PROMPTLY AS NEEDED. MAINTAIN UNTIL UPSTREAM AREAS HAVE BEEN

PERMANENTLY STABILIZED

SECTION VIEW

PLAN VIEW

EXPANSION RESTRAINT

SILTSACK

CATCH BASIN GRATE

1" REBAR FOR

BAG REMOVAL

CATCH BASIN GRATE

SILTSACK

Erosion Control Blanket Slope Installation

N.T.S.Source: VHB

LD_680

1/16

NO. 11 GAUGE WIRE

TYPICAL STAPLES

NOTES

1. BEGIN AT THE TOP OF BLANKET INSTALLATION AREA BY ANCHORING BLANKET IN A 6"

DEEP TRENCH BACKFILL AND COMPACT TRENCH AFTER STAPLING.

2. ROLL THE BLANKET DOWN THE SWALE IN THE DIRECTION OF THE WATER FLOW.

3. THE EDGES OF BLANKETS MUST BE STAPLED WITH APPROX. 4 INCH OVERLAP WHERE 2

OR MORE STRIP WIDTHS ARE REQUIRED.

4. WHEN BLANKETS MUST BE SPLICED DOWN THE SWALE, PLACE UPPER BLANKET END

OVER LOWER END WITH 6 INCH (MIN.) OVERLAP AND STAPLE BOTH TOGETHER.

5. METHOD OF INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS.

6. EROSION CONTROL BLANKETS SHALL BE USED IN ALL AREAS WHERE SLOPES EXCEED 3:1.

6"

1

1

2

" 1

1

2

"

10"

6" LOAM & SEED

STAPLE 12"

ON CENTER

6" O

VER

LA

P

(M

IN

.)

4"

OVERLAP

(MIN.)

6"

STAPLES 12"

ON CENTER

STAPLES 12"

ON CENTER

Stabilized Construction Exit

N.T.S.Source: VHB

LD_682

1/16

3' 5

:1

NOTES

1. EXIT WIDTH SHALL BE A TWENTY-FIVE (25) FOOT MINIMUM, BUT NOT

LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS

OCCURS.

2. THE EXIT SHALL BE MAINTAINED IN A CONDITION WHICH SHALL

PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC

RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH

ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR OR

CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL

SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC

RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. BERM SHALL BE

PERMITTED. PERIODIC INSPECTION AND MAINTENANCE SHALL BE

PROVIDED AS NEEDED.

3. STABILIZED CONSTRUCTION EXIT SHALL BE REMOVED PRIOR TO FINAL

FINISH MATERIALS BEING INSTALLED.

PLAN VIEW

CROSS-SECTION

1

1

2

" CRUSHED STONE

FILTER

FABRIC

MOUNTABLE BERM

EXISTING

PAVEMENT

50' (MIN.)

SITE

4" (MIN.)

25'

(M

IN

.)

10'

10'

EXISTING

PAVEMENT

10' (MIN.)

50' (MIN.)

SITE

Siltsock - Erosion Control Barrier

N.T.S.Source: VHB

LD_658

1/16

WORK

AREA

FLOW

NOTES

1. SILTSOCK SHALL BE FILTREXX SILTSOXX, OR APPROVED EQUAL.

2. SILTSOCKS SHALL OVERLAP A MINIMUM OF 12 INCHES.

3. SILTSOCK SHALL BE INSPECTED PERIODICALLY AND AFTER ALL STORM

EVENTS, AND REPAIR OR REPLACEMENT SHALL BE PERFORMED PROMPTLY

AS NEEDED.

4. COMPOST MATERIAL SHALL BE DISPERSED ON SITE, AS DETERMINED BY THE

ENGINEER.

5. IF NON BIODEGRADABLE NETTING IS USED THE NETTING SHALL BE

COLLECTED AND DISPOSED OF OFFSITE.

12" (M

IN

.)

INSTALL SUPPLEMENTAL

COMPOST MATERIAL

TOP OF

GROUND

BIODEGRADABLE

MESH NETTING

COMPOST FILLED

SILTSOCK (12" TYP.)

2" X 2" WOOD STAKE,

PLACED 10' O.C.

3"-4"

PROTECTED AREA

Chain Link Fence Gate

N.T.S.Source: VHB

LD_482

1/16

TURNBUCKLE

(3" TAKEUP)

GROUND LINE

FRAMES AND BRACES

TO BE 1.66" O.D. STEEL

TUBE

NOTES

1. CHAIN LINK FABRIC FOR GATES TO BE THE SAME AS REQUIRED FOR

FENCE.

2. GATE POST BASE-PORTLAND CEMENT CONCRETE (3000 PSI).

3. FENCE FABRIC, POSTS, FRAMEWORKS, AND HARDWARE SHALL BE

GALVANIZED STEEL PER SPECIFICATIONS.

4. GATE POSTS TO BE USED ON EACH SIDE OF SINGLE AND DOUBLE GATE

OPENINGS.

6"

DIA

.

1'-4"

DIA.

3'-6"

3'-0"

6"

1'-6"

6"

AUTOMATIC GATE BACKSTOP

SET IN CONCRETE BASE

(CLASS A) 6" DIA.X1'-6", FOR

EACH GATE WHEN OPEN

1.66" NOMINAL

O.D. SOCKET

FOR LATCH ROD

HEIG

HT TO

M

ATC

H

LIN

E FEN

CE P

ER

P

LA

N

USE GATE POST

FOR SINGLE

GATE

STRETCHER BAR

4" O.D. STEEL

TUBE GATE POST

(SEE NOTE 4.)

BRACE

TUBE

3

8

" STEEL

TRUSS ROD

BAR BANDS

CHAIN LINK

FABRIC

WIRE FASTENERS @ 18"

INTERVALS, TOP AND BOTTOM

5

8

" ROUND LATCH ROD

WIDTH PER PLAN

SINGLE GATE UP TO 12'

DOUBLE GATE OVER 12'

CENTER LINE FOR DOUBLE GATES

1. CONCRETE WASHOUT AREA (CWA) MUST BE LINED WITH AN IMPERMEABLE LINER (10 MIL THICKNESS) OR

SURFACE STORAGE ALTERNATIVES USING PREFABRICATED CONCRETE WASHOUT DEVICES OR A LINED ABOVE

GOUND STORAGE AREA SHALL BE USED.

2. INSTALL CONCRETE WASHOUT PRIOR TO ANY CONCRETE PLACEMENT ON THE SITE.

3. INCLUDE A FLAT SURFACE OF 8'x8' MINIMUM WITH SIDE SLOPES NO STEEPER THAN 1:2. THE PIT SHALL BE AT

LEAST 2' DEEP.

4. CONSIDER VEHICULAR TRACKING PAD IN AREAS WITH CLAY/FINE SOILS WHICH EASILY PRODUCE MUD.

5. INSPECT CWA DAILY AND MAINTAIN IN AN EFFECTIVE AND OPERATING CONDITION.

6. INSPECTIONS AND CORRECTIVE MEASURES SHOULD BE DOCUMENTED.

7. WHERE CWA HAS FAILED, REPAIR OR REPLACEMENT SHOULD BE INITIATED UPON DISCOVERY OF FAILURE.

8. CWA SHALL BE REPAIRED, CLEANED OR ENLARGED AS NECESSARY TO MAINTAIN CAPACITY FOR CONCRETE

WASTE. CONCRETE MATERIALS ACCUMULATED IN PIT SHALL BE REMOVED ONCE THE MATERIALS HAVE

REACHED 75% OF THE STORAGE CAPACITY.

9. CONCRETE WASHOUT WATER, WASTED PIECES OF CONCRETE AND OTHER DEBRIS IN THE PIT SHALL BE

TRANSPORTED FROM THE SITE IN A WATER-TIGHT CONTAINER AND DISPOSED OF PROPERLY.

10. THE CWA SHALL REMAIN IN PLACE UNTIL ALL CONCRETE FROM THE PROJECT HAS BEEN PLACED.

11. WHEN THE CWA IS REMOVED, COVER THE DISTURBED AREA WITH TOPSOIL, SEED AND MULCH OR OTHERWISE

STABILIZED MANNER APPROVED BY INSPECTOR.

PLAN

SECTION

Concrete Washout Area (CWA)

N.T.S.Source: VHB

4/16


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Date

Proposed Self

Storage Facility


Bethlehem, New York



July 7, 2020

14

26929.00




Suite 118

Albany, NY 12203

518.389.3600

Site Details 3

C-9

10

SELF STORAGE

BUILDING

20,400 SF FOOTPRINT

4 STORIES

FFE: 185.0


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Date

Proposed Self

Storage Facility


Bethlehem, New York



July 7, 2020

14

26929.00




Suite 118

Albany, NY 12203

518.389.3600

Site Details 5

C-11

12


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Date

Proposed Self

Storage Facility


Bethlehem, New York



July 7, 2020

14

26929.00




Suite 118

Albany, NY 12203

518.389.3600

Site Details 4

C-10

11

SELF STORAGE

BUILDING

20,400 SF FOOTPRINT

4 STORIES

FFE: 185.0

CHAMBERLAIN STREET

9

W

O

N

R

A

M

P

EN

EN

181.5

180

184

179.5

184

180

183.5

180

183

181.5

183

181.5

184

182

185

181.5

185

181

185

180.5

181

180

T

6"PVC

INV=181.43

WG

3 SRI

INFILTRATION

BASIN

PLANT

MIX A

TOPSOIL

& SEED

MIX A,TYP.

TOPSOIL

& SEED

MIX A,

TYP.

TOPSOIL

& SEED

MIX A,

TYP.

TOPSOIL

& SEED

MIX A,

TYP.

6 IGS

36 PG

10 JVE

BEDLINE,

TYP.

174 PAL

31 IGS

TOPSOIL

& SEED

MIX A,

TYP.

TOPSOIL

& SEED

MIX

A,TYP.

22 PP

TOPSOIL

& SEED

MIX A,

TYP.

MULCH

AREA

WITHIN

BEDLINES,

TYP.

MULCH

AREA

WITHIN

BEDLINES,

TYP.

BEDLINE,

TYP.

SIGN, SEE

CIVIL

DRAWINGS

EVERGREEN TREES QTY BOTANICAL NAME COMMON NAME SIZE

JVE 10 Juniperus virginiana `Emerald Sentinal` Eastern Redcedar 5 - 6` HT.

PG 36 Picea glauca White Spruce 5 - 6` HT.

PP 22 Picea pungens Colorado Spruce 5 - 6` HT.

ORNAMENTAL TREES QTY BOTANICAL NAME COMMON NAME SIZE

ACT 3 Amelanchier canadensis `Tradition` Tradition Serviceberry 2 1/2 - 3" CAL.

SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE

IGS 37 Ilex glabra `Shamrock` Inkberry #3 CONT.

ORNAMENTAL GRASSES QTY BOTANICAL NAME COMMON NAME SIZE SPACING

PB 44 Pennisetum alopecuroides `Burgundy Bunny` Burgundy Bunny Dwarf Fountain Grass 1 GAL. 24" o.c.

PLANT SCHEDULE


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\\vhb\gbl\proj\Albany\26929.00 28 Chamberlain Street\cad\ld\Planset\26929.00 - LA.dwg

vh

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Date

Proposed Self

Storage Facility


Bethlehem, New York



July 7, 2020

14

26929.00




Suite 118

Albany, NY 12203

518.389.3600

Planting Plan

L-1

13

MO CV

Feet40200 10

Tree Planting (For Trees Under 4" Caliper)

N.T.S.Source: VHB

LD_602

9/18

NOTES

1. STAKING IS NOT REQUIRED FOR TREES

UNDER 3" CALIPER.

HOLE - THREE TIMES ROOTBALL DIAMETER

WITH SLOPED SIDES

18

"

3' MULCH CIRCLE

3"

SIT ROOTBALL ON EXISTING

UNDISTURBED SOIL OR ON

COMPACTED SUBGRADE

UNTIE AND CUT AWAY BURLAP

FROM

1

3

OF ROOTBALL (MIN.);

IF SYNTHETIC WRAP IS USED,

REMOVE COMPLETELY

PLANT BACKFILL MIXTURE.

SLOPE TO FORM

3" HIGH SAUCER

3" BARK MULCH,

DO NOT PLACE MULCH

WITHIN 3" OF TRUNK

TRUNK FLARE SHALL BE

COMPLETELY EXPOSED, SET

2" ABOVE THE ESTABLISHED

FINISH GRADE

TREE SHALL BE SET PLUMB,

AFTER SETTLEMENT

2"X2"X8' HARDWOOD STAKE

(2 STAKES PER TREE)

(PLACE WITHIN 6" OF ROOTBALL)

PAINT TOP 6" OF STAKES ORANGE

OR REFLECTIVE RED TAPE

NYLON TREE TIE WEBBING

(LOOSELY TIED)

TRUNK

TREE TIE

ROOTBALL

TREE PIT

HARDWOOD STAKES

OR DEADMEN (TYP.)

PLAN

REV

2"

Shrub Bed Planting

N.T.S.Source: VHB

LD_601

1/16

NOTES

1. LOOSEN ROOTS AT THE OUTER EDGE

OF ROOTBALL OF CONTAINER

GROWN SHRUBS.

HOLE

(THREE TIMES ROOTBALL DIA.

WITH SLOPED SIDES)

RO

OTB

ALL

DEP

TH

12" (M

IN

.)

UNTIE AND ROLL BACK BURLAP

FROM

1

3

(MIN.) OF ROOTBALL;


REMOVE COMPLETELY.

SIT ROOTBALL ON EXISTING

UNDISTURBED SOIL OR ON

COMPACTED SUBGRADE

SLOPE TO FORM SAUCER

TOP OF ROOTBALL 1 INCH

ABOVE FINISH GRADE

EXCAVATE SHRUB BED TO

REQUIRED DEPTH AND BACKFILL

WITH SPECIFIED SOIL MIX. SOIL

MIX SHALL BE CONTINUOUS

WITHIN EACH SHRUB BED

3" PINE BARK MULCH

DO NOT COVER STEMS

OR TRUNK

Evergreen Tree Planting

N.T.S.Source: VHB

LD_604

1/16

NOTES

1. STAKING IS NOT REQUIRED FOR

TREES UNDER 10' HIGH.

2. PAINT TOP OF STAKES ORANGE OR

REFLECTIVE RED TAPE.

HOLE - THREE TIMES ROOTBALL DIAMETER

WITH SLOPED SIDES

18

"

PLANT BACKFILL MIXTURE.

UNTIE AND CUT AWAY BURLAP

FROM

1

3

OF ROOTBALL (MIN.);


REMOVE COMPLETELY

SIT ROOTBALL ON

EXISTING UNDISTURBED SOIL

OR ON COMPACTED SUBGRADE

SLOPE TO FORM A

3" HIGH SAUCER.

2"X2" HARDWOOD STAKE OR

DEADMEN (2 STAKES PER TREE)

TIGHTEN AS SHOWN

3" BARK MULCH, DO NOT PLACE

MULCH WITHIN 3" OF TRUNK

TRUNK FLARE SHALL BE SET 2"

ABOVE THE ESTABLISHED

FINISHED GRADE

NYLON TREE TIE WEBBING

(LOOSELY TIED)

TRUNK

TREE TIE

ROOTBALL

TREE PIT

HARDWOOD STAKES

OR DEADMEN (TYP.)

PLAN

3"

REV

Ground Cover Planting

N.T.S.Source: VHB

LD_615

1/16

UNDISTURBED OR

COMPACTED SUBGRADE

1

2

ROOTBALL DIA.

PLANTING SOIL

CONTINUOUS IN BED

FINISH GRADE

2" MULCH\

DO NOT COVER STEMS

12" (M

IN

.)

"B

"

"

A

"

"

A

"

"A"

PLANT SPACING

PLANT SPACING("A") ROW SPACING ("B")

6 IN. O.C.5 IN. O.C.

8 IN. O.C.7 IN. O.C.

10 IN. O.C. 8

1

2

IN. O.C.

12 IN. O.C. 10

1

2

IN. O.C.

15 IN. O.C.13 IN. O.C.

18 IN. O.C.16 IN. O.C.

24 IN. O.C.21 IN. O.C.

6

0

°

6

0

°

60°

SLOW-RELEASE WATER

BAG (I.E. GATORBAG)

SLOW-RELEASE WATER

BAG (I.E. GATORBAG)


of

Project Number

Sheet

Drawing Number

Drawing Title

Issued for



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\\vhb\gbl\proj\Albany\26929.00 28 Chamberlain Street\cad\ld\Planset\26929.00 - LA.dwg

vh

b.co

m

Date

Proposed Self

Storage Facility


Bethlehem, New York



July 7, 2020

14

26929.00




Suite 118

Albany, NY 12203

518.389.3600

Planting Details

L-2

14

Planting Notes

1. ALL PROPOSED PLANTING LOCATIONS SHALL BE STAKED AS SHOWN

ON THE PLANS FOR FIELD REVIEW AND APPROVAL BY THE LANDSCAPE

ARCHITECT PRIOR TO INSTALLATION.

2. CONTRACTOR SHALL VERIFY LOCATIONS OF ALL BELOW GRADE AND

ABOVE GROUND UTILITIES AND NOTIFY OWNERS REPRESENTATIVE OF

CONFLICTS.

3. NO PLANT MATERIALS SHALL BE INSTALLED UNTIL ALL GRADING AND

CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA.

CONTRACTOR SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY

CONFLICT.

4. A 3-INCH DEEP MULCH PER SPECIFICATION SHALL BE INSTALLED

UNDER ALL TREES AND SHRUBS, AND IN ALL PLANTING BEDS, UNLESS

OTHERWISE INDICATED ON THE PLANS, OR AS DIRECTED BY OWNER'S

REPRESENTATIVE.

5. ALL PLANTING BACKFILL SOILS SHALL RECEIVE CERTIFIED WEED-FREE

FULLY COMPOSTED LEAF MOLD SOIL AMENDMENT AT A RATE OF 33%

(1 PART COMPOST TO 2 PARTS PLANTING SOIL). SUBMIT COMPOST

CERTIFICATION & PRODUCT DATA PRIOR TO ORDERING FOR

APPROVAL.

6. ALL TREES SHALL BE BALLED AND BURLAPPED, UNLESS OTHERWISE

NOTED IN THE DRAWINGS OR SPECIFICATION, OR APPROVED BY THE

OWNER'S REPRESENTATIVE.

7. FINAL QUANTITY FOR EACH PLANT TYPE SHALL BE AS GRAPHICALLY

SHOWN ON THE PLAN. THIS NUMBER SHALL TAKE PRECEDENCE IN

CASE OF ANY DISCREPANCY BETWEEN QUANTITIES SHOWN ON THE

PLANT LIST AND ON THE PLAN. THE CONTRACTOR SHALL REPORT

ANY DISCREPANCIES BETWEEN THE NUMBER OF PLANTS SHOWN ON

THE PLANT LIST AND PLANT LABELS PRIOR TO BIDDING.

8. ANY PROPOSED PLANT SUBSTITUTIONS MUST BE REVIEWED BY

LANDSCAPE ARCHITECT AND APPROVED IN WRITING BY THE OWNER'S

REPRESENTATIVE.

9. ALL PLANT MATERIALS INSTALLED SHALL MEET THE LATEST

SPECIFICATIONS OF THE "AMERICAN STANDARDS FOR NURSERY

STOCK" PUBLISHED BY AMERICAN HORT AND CONTRACT

DOCUMENTS.

10. ALL PLANT MATERIALS SHALL BE GUARANTEED FOR ONE YEAR

FOLLOWING DATE OF FINAL ACCEPTANCE. DEAD PLANTS, AND

PLANTS LESS THAN 75% ALIVE SHALL BE REPLACED.

11. AREAS DESIGNATED "TOPSOIL & SEED" SHALL RECEIVE MINIMUM 6"

OF TOPSOIL AND SPECIFIED SEED MIX. LAWNS OVER 2:1 SLOPE SHALL

BE PROTECTED WITH EROSION CONTROL FABRIC, SUBMIT PRODUCT

DATA FOR APPROVAL.

12. ALL DISTURBED AREAS NOT OTHERWISE NOTED ON CONTRACT

DOCUMENTS SHALL BE TOPSOIL AND SEEDED OR MULCHED AS

DIRECTED BY OWNER'S REPRESENTATIVE.

13. THIS PLAN IS INTENDED FOR PLANTING PURPOSES. REFER TO SITE /

CIVIL DRAWINGS FOR ALL OTHER SITE CONSTRUCTION INFORMATION.

14. ALL SPECIFIED PLANT MATERIAL IS SUBJECT TO INSPECTION AND

APPROVAL BY THE LANDSCAPE ARCHITECT AT BOTH THE NURSERY

AND JOBSITE PRIOR TO INSTALLATION

15. CAREFULLY DISRUPT CIRCLING ROOTS FROM ALL CONTAINER-GROWN

PLANTS, EXCEPT PLUGS, VIA TOOL SCARIFICATION OR BY HAND.

16. ALL B&B MATERIALS (I.E. BURLAP, TWINE, ETC) SHALL BE ALL

BIO-DEGRADABLE MATERIALS.

17. ALL PLANTINGS SHALL RECEIVE BIOSTIMULANT (MYCORRHIZAL FUNGI)

AS PER MANUFACTURER'S RECOMMENDED RATES. SUBMIT PRODUCT

DATA FOR APPROVAL PRIOR TO ORDERING.

18. CONTRACTOR SHALL MAINTAIN (I.E. WEEDING, MULCHING,

WATERING, CUT BEDS, REPLACEMENTS, ETC) ALL LANDSCAPE PLANTS

AND AREAS WITHIN CONTRACT LIMITS DURING SPRING, SUMMER,

AND FALL UNTIL EXPIRATION OF GUARANTEE PERIOD.

Tree Protection

1. EXISTING TREES TO REMAIN SHALL BE PROTECTED WITH TEMPORARY

CONSTRUCTION FENCE. ERECT FENCE AT EDGE OF THE TREE DRIPLINE

PRIOR TO START OF CONSTRUCTION.

2. CONTRACTOR SHALL NOT OPERATE VEHICLES WITHIN THE TREE

PROTECTION AREA. CONTRACTOR SHALL NOT STORE VEHICLES OR

MATERIALS, OR DISPOSE OF ANY WASTE MATERIALS, WITHIN THE TREE

PROTECTION AREA.

3. DAMAGE TO EXISTING TREES CAUSED BY THE CONTRACTOR SHALL BE

REPAIRED BY A CERTIFIED ARBORIST AT THE CONTRACTOR'S EXPENSE.

4. NO UNAUTHORIZED TREE REMOVALS, UNLESS AS SPECIFIED ON CONTRACT

DOCUMENTS, APPROVED BY LOCAL MUNICIPALITIES, AND LANDSCAPE

ARCHITECT.

Plant Maintenance Notes

1. CONTRACTOR SHALL PROVIDE COMPLETE MAINTENANCE OF THE LAWNS

AND PLANTINGS. NO IRRIGATION IS PROPOSED FOR THIS SITE. THE

CONTRACTOR SHALL SUPPLY SUPPLEMENTAL WATERING FOR NEW LAWNS

AND PLANTINGS DURING THE PLANT GUARANTEE PERIOD.

2. CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, AND EQUIPMENT

FOR THE COMPLETE LANDSCAPE MAINTENANCE WORK. WATER SHALL BE

PROVIDED BY THE CONTRACTOR.

3. WATERING SHALL BE REQUIRED DURING THE GROWING SEASON, WHEN

NATURAL RAINFALL IS BELOW ONE INCH PER WEEK.

4. WATER SHALL BE APPLIED IN SUFFICIENT QUANTITY TO THOROUGHLY

SATURATE THE SOIL IN THE ROOT ZONE OF EACH PLANT.

5. CONTRACTOR SHALL REPLACE DEAD PLANTS AND LESS THAN 75%-ALIVE

PLANTS AT THE END OF THE PLANT GUARANTEE PERIOD. CONTRACTOR

SHALL TURN OVER MAINTENANCE TO THE FACILITY MAINTENANCE STAFF

AT THAT TIME.

Turf Seeding Notes:

1. SEED MIX 'A': UNLESS OTHERWISE NOTED, ALL DISTURBED LANDSCAPE

AREAS NOT BEING PLANTED, SHALL BE SEEDED WITH THE LATEST VERSION

OF THE FOLLOWING SEED MIX:

SS1000 TURF-TYPE TALL FESCUE BLEND, AS PRODUCED BY:

SEED SUPER STORE 33.27% BULLSEYE TURF TYPE TALL FESCUE

PO BOX 812 33.15% COCHISE IV TURF TYPE TALL FESCUE

BUFFALO, NY 14225 33.08% LS1200 TURF TYPE TALL FESCUE

716-531-8788 00.50% INERT MATTER

www.seedsuperstore.com 00.00% WEED SEED

OR, APPROVED EQUAL

SEEDING RATE SHALL BE 8 LBS. PER 1,000.00 SQ. FT.

2. SEED MIX 'A' - ALTERNATE BID - UNLESS OTHERWISE NOTED, ALL

DISTURBED LANDSCAPE AREAS NOT BEING PLANTED OR MULCHED,

SHALL BE SODDED WITH A TURF-TYPE TALL FESCUE BLEND SOD

PRODUCT.

3. ALL SEEDING SHALL BE HYDRO-SEEDED WITH THE FOLLOWING

ENGINEERED WOOD FIBER HYDROMULCH AS PER MANUFACTURER'S

SPECIFICATIONS. SUBMIT SAMPLE & PRODUCT DATA FOR APPROVAL

PRIOR TO ORDERING.

FLEXTERRA HP-FGM - AS MANUFACTURED BY:

PROFILE PRODUCTS

750 W. LAKE COOK RD

SUITE 440

BUFFALO GROVE, IL 60089

1-800-207-6457

OR, APPROVED EQUAL.

4. CONTRACTOR SHALL SUBMIT SEED: SOURCE, SAMPLE, AND CERTIFIED

ANALYSIS; AND HYRDRO-MULCH SAMPLE & PRODUCT DATA FOR

LANDSCAPE ARCHITECT APPROVAL PRIOR TO ORDERING.

5. LAWNS SHALL EXHIBIT A UNIFORM, THICK, WELL-DEVELOPED STAND OF

GRASS AND SHALL NOT HAVE BARE SPOTS IN EXCESS OF FOUR INCHES IN

DIAMETER. BARE SPOTS SHALL COMPRISE NO MORE THAN TWO-PERCENT

(2%) OF THE TOTAL AREA OF THE LAWN.

Infiltration Basin Plant Mix A

1. 7% Eragrostis spectabilis-Purple Love Grass

2. 10% Deschampsia flexuosa-Wavy Hair Grass

3. 10% Deschampsia cespitosa-Tufted Hair Grass

4. 8% Festuca rubra-Creeping Red Fescue

5. 5% Panicum virgatum 'shenandoah'-Shenandoah Switch Grass

6. 4% Schizachyrium scoparium-Little bluestem NY ecotype/provenance

7. 8% Carex crinita - Fringed Sedge

8. 5.33% Penstemon digitalis-White Beardtongue

9. 5.33% Penstemon hirsutus-Hairy Beardtongue

10. 4% Aster ericoides 'Snow flurry'-Snow Flurry Heath Aster

11. 4% Aster spectabilis-Showy Aster

12. 8% Asclepias tuberosa-Butterflyweed

13. 4% Solidago odora-Sweet Goldenrod

14. 5.33% Monarda punctata-Spotted Beebalm

15. 8% Coreopsis verticillata-Tickseed

16. 4% Eupatorium purpureum-Joe Pye Weed

Infiltration Basin Seeding Notes:

1. ALL SEEDED AREAS SHALL BE SEEDED UPON FINE GRADING OF SITE.

2. SEEDING WINDOWS AS FOLLOWS:

2.1. SPRING: APRIL 20TH-MAY 31ST

2.2. FALL: SEPTEMBER 1ST-SEPTEMBER 31ST

3. WEED CONTROL & MONITORING: CONTRACTOR SHALL MONITOR

ALL INFILTRATION BASIN SEED AREA MONTHLY FROM MAY 1ST TO

OCT. 15TH & PROVIDE THE LANDSCAPE ARCHITECT A FIELD REPORT

CONSISTING OF:

3.1. PHOTOS

3.2. APPROXIMATE PERCENTAGE OF WEED

POPULATION DENSITY

3.3. CONDITION OF SEEDING AREA

3.4. SUMMARY OF OBSERVATIONS

3.5. ACTION ITEMS BASED ON

OBSERVATIONS

4. ALL SEEDING AREAS SUBJECT TO INSPECTION.

5. ALL SPECIES SHALL BE FROM NEW YORK STATE ECOTYPES, OR

NEARBY REGIONAL LOCATION(S), SUBMIT SEED ECOTYPE (ORIGIN)

FOR APPROVAL.

6. ACTUAL PERCENTAGES OF SPECIES SUBJECT TO CHANGE BASED ON

AVAILABILITY AT THE TIME OF INSTALLATION.

7. ABOVE SEED MIX SHALL BE APPLIED BY MECHANICAL NO-TILL DRILL

SEEDER. NO MULCHING REQUIRED, UNLESS OTHERWISE NOTED.

8. CONTRACTOR SHALL ESTABLISH AND MAINTAIN (DURING

MAINTENANCE PERIOD & PRIOR TO ACCEPTANCE) CUSTOM SEED

MIX AREAS AS FOLLOWS:

8.1. CUSTOM SEED MIX SEEDING WITH

NURSE CROP: SPECIES SELECTION

BASED ON CURRENT SEASON'S

AVAILABILITY. TIMING OF SEEDING

SHALL BE APRIL/MAY. CUSTOM SEED

MIX SHALL BE CONCURRENTLY SEEDED

WITH A NURSE CROP, SPECIES AND

RATE TO BE DETERMINED.

8.2. FIRST-YEAR MAINTENANCE (YEAR OF

SEEDING): HIGH MOWINGS (6 TO 18"

HEIGHT) EVERY 4 - 6 WEEKS AFTER SEED

INSTALLATION UNTIL END OF

SEPTEMBER OR UNTIL WEED

GROWTH/ACTIVITY SLOWS. TARGET

NON-DESIRABLE WOODY/HERBACEOUS

PERENNIAL WEED SPECIES VIA HAND

CUTTING (AT SOIL SURFACE) AND/OR

SPOT TREAT WITH HERBICIDE. NO SOIL

DISTURBANCES SHALL BE PERMITTED.

8.3. SECOND YEAR MAINTENANCE (YEAR

AFTER SEEDING): LOW MOW (4"±

HEIGHT) OF FIELD IN APRIL. HIGH MOW

(6" HEIGHT) OF FIELD AS NECESSARY

BASED ON WEED GROWTH/ACTIVITY.

TARGET NON-DESIRABLE

WOODY/HERBACEOUS PERENNIAL

WEEDS VIA HAND CUTTING (AT SOIL

SURFACE) AND/OR SPOT TREAT WITH

HERBICIDE. NO SOIL DISTURBANCES

SHALL BE PERMITTED (MAY TO

SEPTEMBER, OR UNTIL WEED

GROWTH/ACTIVITY SLOWS OR STOPS.)

8.4. POST-ESTABLISHMENT MAINTENANCE:

MAINTENANCE MOWING SHALL

CONSIST OF A HIGH MOWING ONCE

EVERY THREE YEARS, AND SHALL TAKE

PLACE AFTER OCTOBER 15th. SPOT

TREATMENT OF INVASIVE PLANTS AND

WEEDS VIA SPOT HERBICIDE

TREATMENT OR HAND CUTTING AT

SOIL SURFACE. NO SOIL DISTURBANCES

SHALL BE PERMITTED.

9. SUBMITTALS FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO

ORDERING:

9.1. CUSTOM SEED MIX SOURCE(S)

9.2. CUSTOM SEED MIX PRODUCT DATA

AND SEED ANALYSIS

9.3. NURSE CROP SEED MIX SPECIES AND

PRODUCT DATA

9.4. SEED SUPPLIER-CERTIFICATION OF SEED

ANALYSIS

9.5. DETAILED METHOD OF SEED

INSTALLATION & ESTABLISHMENT

INCLUDING SUPPLIES & EQUIPMENT TO

BE USED

10. CUSTOM SEED MIX SHALL BE USED IN AREAS OUTLINED ON SEEDING

PLAN.

11. TEMPORARY IRRIGATION, ONLY AS NEEDED FOR ESTABLISHMENT.

12. CUSTOM SEEDING AND ESTABLISHMENT PRACTICES SUBJECT TO

CHANGE BASED ON UNFORESEEN AND VARIABLE FIELD CONDITIONS.

CONSULTATION AND GUIDANCE MAY BE REQUESTED FROM THE

FOLLOWING LOCAL ENTITIES:

12.1. CORNELL COOPERATIVE EXTENSION

12.2. COUNTY SOIL AND WATER

CONSERVATION

12.3. USDA NATURAL RESOURCE

CONSERVATION SERVICE

Infiltration Basin Plant Mix B

1. 20% Panicum clandestinum 'Tioga'-Tioga Deertongue

2. 20% Puccinellia distans 'Fults'-Fults Alkaligrass

3. 18% Elymus virginicus-Virginia Wildrye, PA Ecotype

4. 15% Agrostis stolonifera-Creeping Bentgrass

5. 15% Poa palustris-Fowl Bluegrass

6. 10% Carex vulpinoidea-Fox Sedge, PA Ecotype

7. 1% Carex scoparia-Blunt Broom Sedge, PA Ecotype

8. 1% Juncus effusus-Soft Rush

INFILTRATION BASIN PLANT MIX B: AS INDICATED ON PLANTING PLAN(S), AREA(S) SHALL BE

SEEDED WITH THE LATEST VERSION OF THE FOLLOWING SEED MIX:

RETENTION BASIN FLOOR MIX - LOW MAINTENANCE. ITEM # ERNMX-126, AS PRODUCED BY:

ERNST SEEDS

8884 MERCER PIKE

MEADVILLE, PA 16335

716-531-8788

WWW.ERNSTSEED.COM

OR, APPROVED EQUAL

SEEDING RATE SHALL BE 30 LBS. PER ACRE.

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