forefront urbanski solar forefront power · urbanski solar farm 444 big island road, goshen, ny...

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ORIGINAL SUBMISSION DATE:DRAWN BY:ENGINEER:APPROVED BY:

PROJECT NUMBER:

ARCH "D"24" X 36" (610 x 914)

SHEET TITLE:

SHEET SIZE:

STAMP:

REVISION DATENO. INIT.

SCALE:

SHEET NO.:

PROJECT PHASE:

A

B

C

D

E

NOT FORCONSTRUCTION

FINAL

04-19-2019

PAM

DAF

DAF

NY-14-0126

UR

BAN

SKI S

OLA

RFA

RM

444

BIG

ISLA

ND

RO

AD,

GO

SHEN

, NY

1092

4

THIS DRAWING IS THE PROPERTY OF FOREFRONTPOWER ,LLC. THIS INFORMATION IS CONFIDENTIALAND IS TO BE USED ONLY IN CONNECTION WITHWORK DESCRIBED BY FOREFRONT POWER, LLC.NO PART IS TO BE DISCLOSED TO OTHERS WITHOUTWRITTEN PERMISSION FROM FOREFRONT POWER, LLC.

2017 FOREFRONT POWER, LLC AND ITSAFFILIATES, ALL RIGHTS RESERVED

FOREFRONT POWER

Customer Loyalty through Client Satisfactionw w w . m a s e r c o n s u l t i n g . c o m

Engineers n Planners n Surveyors

Landscape Architects n Environmental Scientists

Copyright © 2020. Maser Consulting. All Rights Reserved. This drawing and allthe information contained herein is authorized for use only by the party forwhom the services were contracted or to whom it is certified. This drawing maynot be copied, reused, disclosed, distributed or relied upon for any other purpose

without the express written consent of Maser Consulting, P.A.

C O N S U L T I N G P. A.

ALBANY OFFICE18 Computer Drive East

Suite 203

Albany, NY 12205Phone: 518.459.3252 Fax: 518.459.3284

State of N.Y. Certificate of Authorization: 0008671 / 0008821

DANIEL A. FARNAN

ENGINEER - LICENSE NUMBER: 092510-1

NEW YORK LICENSED PROFESSIONAL

1 PANEL ADJ. 7/17/2019 DAF2 TOWN COMMENTS12/18/2019 DAF3 CLIENT COMMENTS06/23/20 DAF4 CLIENT COMMENTS08/05/20 DAF5 SITE PLAN AMMEND.10/01/20 DAF

SITE CONTACT

BRIAN MALISZEWSKI

FOREFRONT POWER

100 MONTGOMERY ST. # 1400

SAN FRANCISCO, CA 94104

(908)-399-6967

GEOTECHNICAL ENGR.

MASER CONSUTLING P.A.

18 COMPUTER DR. EAST

ALBANY, NY 12205

518-459-3252

LICENSED ENGINEER:

AHMED ELMEKATI, PHD, PE

NY PE REG# 094599

CIVIL ENGINEER

MASER CONSUTLING P.A.

18 COMPUTER DR. EAST

ALBANY, NY 12205

518-459-3252

LICENSED ENGINEER:

DANIEL FARNAN P.E.

NY PE REG# 092510

CONTRACTOR

TO BE DETERMINED

CONTRACTOR'S LICENSE:

SCOPE OF WORK

THIS DESIGN PACKAGE PROVIDES CIVIL DRAWINGS FOR THE INSTALLATION OF

A RATED PHOTOVOLTAIC SYSTEM AT 444 BIG ISLAND ROAD IN TOWN OF

GOSHEN, NY. ENVIRONMENTAL PLANS ARE NOT PART OF THE SCOPE OF THIS

PLAN SET.

PROJECT

LOCATION

FINAL CIVIL SHEETS

URBANSKI SOLAR

FARM

444 BIG ISLAND ROAD - GOSHEN NY, 10924

ADDITIONAL DOCUMENTATION

· N/A

APPLICABLE CODES AND STANDARDS

PROJECT SHALL MEET OR EXCEED:

· 2019 NYS UNIFORM FIRE CODE W/ 2019 ENERGY STORAGE SUPPLEMENT

· 2019 INTERNATIONAL BUILDING CODE

· SPDES REGULATIONS FOR GENERAL PERMIT GP-0-20-001

· TOWN OF GOSHEN CODES

CIVIL TITLE SHEET

NO SCALE

C-001

PROJECT DESCRIPTION

PROJECT DEVELOPER

FOREFRONT POWER

100 MONTGOMERY ST. # 1400

SAN FRANCISCO, CA 94104

(415) 766-8246

PROJECT ENGINEER:

AARON SANDERS, FOREFONT

POWER

FOREFRONT POWER

PLAN SCALE

SECTION CUT

REFERENCE

CIRCLE CALL-OUT

GENERAL

KEYNOTE GENERAL

DETAIL REFERENCE

CALLOUT

GRID COLUMN

NORTH ARROW

REVISION CLOUD

1

ELEVATION VIEW

REFERENCE

MATCH LINE

A-101

1

GENERAL PLAN SYMBOLS

A

1

A-101

A

A-101

A

1

A

SCALE:

0

1" = 20'-0"

20' 40' 80'

N

N

CIVIL SHEETS

SHEET

NUMBER REV SHEET TITLE

C-001 CIVIL TITLE SHEET

C-002CIVIL NOTES, LEGENDS, ABBREVIATIONS

C-003GRADING, EROSION & SEDIMENT CONTROL NOTES

C-004 EXISTING CONDITIONS

C-101 OVERALL SITE PLAN

C-102

GRADING AND EROSION & SEDIMENT CONTROL PLAN ( 1 OF 2)

C-103

GRADING AND EROSION & SEDIMENT CONTROL PLAN ( 2 OF 2)

C-201 CIVIL PLAN & PROFILES

C-202 CIVIL PLAN & PROFILES

C-501 ROAD & GRADING DETAILS

C-502 EROSION & SEDIMENT CONTROL DETAILS

C-503 STORMWATER BASIN PLAN

C-504 FENCE & GATE DETAILS

C-505 MISC. DETAILS

C-506 LANDSCAPE DETAILS

C-507 BATTERY CONTAINER EQUIPMENT DETAILS

TOWN OF GOSHEN PLANNING BOARD APPROVAL

Chairman,

Town of Goshen

Date

ZONING:

THIS PROJECT IS LOCATED IN ZONE AGRICULTURAL INDUSTRIAL

Goshen

Florida

SYSTEM SIZE (DC)

SYSTEM SIZE (AC)

MODULE TYPE

INVERTER

TRANSFORMER

LATITUDE/LONGITUDE

AZIMUTH

TILT

PROJECT AREA

GCR

NO. OF MODULES

DC TO DC CONVERTER

BATTERY SYSTEM

4 MW / 9.747 MWHRS

(8) SMA DPS 500

13832

4,400.00 kW

55.9%

23 ACRES

25°

180°

41°20' / 74°24'

(2) 2600 kVA

(2) SMA SC 2660 UP-US

LONGI-LR6-72HBD-375M

5,187.00 kW

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C:\Civil 3D Projects\2018\18001894A\ForeFront Plans\Civil\C-1-COVER & NOTE SHEETS.dwg

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1"

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1 2 3 4 5 6


PROJECT NUMBER:

ARCH "D"24" X 36" (610 x 914)

SHEET TITLE:

SHEET SIZE:

STAMP:


SCALE:

SHEET NO.:

PROJECT PHASE:

A

B

C

D

E

NOT FORCONSTRUCTION

FINAL

04-19-2019

PAM

DAF

DAF

NY-14-0126

UR

BAN

SKI S

OLA

RFA

RM

444

BIG

ISLA

ND

RO

AD,

GO

SHEN

, NY

1092

4



FOREFRONT POWER








Suite 203



DANIEL A. FARNAN




CIVIL NOTES, LEGENDS,

ABBREVIATIONS

NO SCALE

C-002

ABBREVIATIONS

25

25

EXISTING CONTOUR

(MAJOR)

EXISTING CONTOUR

(MINOR)

LIMITS OF CONSTRUCTION

CENTERLINE OF ROAD

PROJECT PROPERTY LINE

EASEMENT

NEW CONTOUR (MINOR)

NEW CONTOUR (MAJOR)

FLOOD LIMIT (25 YEAR)



(1.4%)

EX. SLOPE

PROPOSED SLOPE

SPOT ELEVATION

NEW FENCE

ADJOINER PROPERTY LINE

SETBACK

CIVIL NOTES

1. ALL WORK DETAILED ON THESE PLANS AND PERFORMED UNDER THIS CONTRACT SHALL BE

CONSTRUCTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND THE PROJECT

GEOTECHNICAL REPORT. WHERE INDICATED, STATE AND/OR LOCAL STANDARD SPECIFICATIONS SHALL

APPLY.

2. THE CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE, AND FEDERAL LAWS, RULES AND REGULATIONS

WHICH APPLY TO THE CONSTRUCTION OF THESE IMPROVEMENTS, INCLUDING EPA REQUIREMENTS WITH

RESPECT TO STORM WATER DISCHARGE.

3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AGAINST THE

PROVIDED SURVEY INCLUDING THE HORIZONTAL AND VERTICAL LOCATIONS OF ALL POTENTIAL

OBSTRUCTIONS INCLUDING ALL UNDERGROUND UTILITIES. SHOULD A CONFLICT EXIST, THE

CONTRACTOR SHALL NOTIFY THE OWNER AND ENGINEER SO THAT THE CONFLICT CAN BE RESOLVED

WITH A MINIMUM AMOUNT OF DELAY.

4. THE CONTRACTOR SHALL CONTACT LINE LOCATING SERVICE FOR THE LOCATION OF EXISTING UTILITIES

TWO (2) WORKING DAYS PRIOR TO ANY EXCAVATION.

5. ALL ELECTRICAL, TELEPHONE, CABLE TV, GAS AND OTHER UTILITY LINES, CABLES AND APPURTENANCES

ENCOUNTERED DURING CONSTRUCTION THAT REQUIRE RELOCATION SHALL BE COORDINATED WITH

THAT UTILITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL NECESSARY

UTILITY ADJUSTMENTS. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR DELAY OR

INCONVENIENCES CAUSED BY UTILITY COMPANY WORK CREWS. THE CONTRACTOR MY BE REQUIRED

TO RESCHEDULE HIS ACTIVITIES TO ALLOW UTILITY CREWS TO PERFORM THEIR REQUIRED WORK.

6. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITY LINES WITHIN THE

CONSTRUCTION AREA. ANY DAMAGE TO EXISTING FACILITIES CAUSED BY CONSTRUCTION ACTIVITY

SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.

7. CONSTRUCTION SHALL NOT OCCUR IN ANY PUBLIC RIGHTS OF WAY, PUBLIC OR PRIVATE EASEMENTS,

BEYOND THE LIMITS OF DISTURBANCE, OR OUTSIDE THE PROPERTY LIMITS WITHOUT A PERMIT.

8. ANY PUBLIC OR PRIVATE PROPERTY OR IMPROVEMENTS THAT ARE DAMAGED DURING CONSTRUCTION

SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AT THE COST OF THE CONTRACTOR.

9. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT SHALL NOT OBSTRUCT DRIVEWAYS OR

DESIGNATED TRAFFIC LANES. THE CONTRACTOR SHALL NOT STORE ANY EQUIPMENT OR MATERIAL

WITHIN THE PUBLIC RIGHT-OF-WAY. OVERNIGHT PARKING OF CONSTRUCTION VEHICLES ON PRIVATE

PROPERTY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

10. THE CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS FOR THE PROJECT PRIOR TO

COMMENCING CONSTRUCTION (I.E. BARRICADING, TOPSOIL DISTURBANCE, EXCAVATION, NPDES STORM

WATER, SHORING ETC.).

11. ALL PROPERTY CORNERS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE

CONTRACTOR'S EXPENSE. ALL PROPERTY CORNERS MUST BE RESET BY A REGISTERED LAND

SURVEYOR.

12. ALL BARRICADES AND CONSTRUCTION SIGNING SHALL CONFORM TO APPLICABLE SECTION OF THE

"MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), U.S. DEPARTMENT OF TRANSPORTATION,

LATEST EDITION.

13. THE CONTRACTOR SHALL COMPLY WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS

CONTROLLING POLLUTION OF THE ENVIRONMENT PRIOR TO THE START OF THE PROJECT

CONSTRUCTION, THE CONTRACTOR SHALL CONTACT THE AGENCIES RESPONSIBLE FOR AIR, NOISE, AND

WATER QUALITY CONTROL REGULATIONS TO DETERMINE THE STANDARDS WHICH SHALL ADHERE

DURING CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL OBTAIN, PREPARE, SUBMIT ALL FORMS,

APPLICATIONS PERMITS, AND/OR PLANS REQUIRED TO COMPLY WITH ALL FEDERAL, STATE AND LOCAL

LAWS CONTROLLING POLLUTION OF THE ENVIRONMENT. THE CONTRACTOR SHALL ALSO MODIFY ALL

PLANS, PERMITS, FORMS, APPLICATIONS AS REQUIRED, AS SITE CONDITIONS CHANGE TO STAY IN

COMPLIANCE WITH THESE LAWS AND REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

ANY RECORD KEEPING AND/OR INSPECTIONS ASSOCIATED WITH THESE LAWS AND REGULATIONS. THE

CONTRACTOR SHALL PROVIDE THE OWNER ONE ADDITIONAL COPY OF EACH REQUIRED PLAN,

SUBMITTED FORM OR APPLICATION, AND PLAN UPDATE AS THEY ARE SUBMITTED. THESE

RESPONSIBILITIES INCLUDE, BUT ARE NOT LIMITED TO, NEW YORK STATE DEPARTMENT OF

ENVIRONMENTAL CONSERVATION (N.Y.S.D.E.C.) REQUIREMENTS. CONTRACTOR SHALL FILE THE

APPROPRIATE NOTICES, INCLUDING THE NOTICE OF TERMINATION (N.O.T.) FORM, WITH THE REQUIRED

AGENCIES. NOTICE OF INTENT (N.O.I.) SHALL BE FILED BY ENGINEER/OWNER WHO SHALL NOTIFY

CONTRACTOR OF ALLOWED CONSTRUCTION START DATE. THE CONTRACTOR SHALL ALSO MODIFY THE

"STORM WATER POLLUTION PREVENTION PLAN" (SWPPP) AS REQUIRED. PERFORMANCE OF THESE

RESPONSIBILITIES ARE INCIDENTAL TO CONSTRUCTION OF THE PROJECT AND NO SEPARATE PAYMENT

WILL BE MADE.

14. BEFORE COMMENCING CONSTRUCTION, CONTRACTOR SHALL LOCATE, POTHOLE AND MEASURE DEPTH

TO TOP OF ALL EXISTING, UNDERGROUND WET & DRY UTILITIES AT PROPOSED CROSSING LOCATIONS,

ACCORDING TO THE CONTRACT DOCUMENTS OR AS SPECIFIED BY THE UTILITY OWNER. CONTRACTOR

SHALL PROVIDE ENGINEER AND OWNER WITH AN "AS-BUILT" PLAN OF ALL INFORMATION, AND RECEIVE

FORMAL APPROVAL BEFORE STARTING WORK.

15. CONTRACTOR TO ENSURE ALL WORK PERFORMED IS IN ACCORDANCE WITH EXISTING PROJECT

PERMITS, STUDIES AND REPORTS PROVIDED IN THE CONTRACT DOCUMENTS INCLUDING: CONDITIONAL

USE, SPECIAL USE, OR ANY OTHER LAND USE TYPE PERMITS INCLUDING THE ASSOCIATED CONDITIONS

OF APPROVAL; ENVIRONMENTAL STUDIES AND REPORTS; HYDROLOGICAL STUDIES AND REPORTS; ETC

16. CONTRACTOR SHALL DETERMINE THE SOURCE OF AND SECURE APPROVAL OF CONSTRUCTION WATER

AS NECESSARY TO COMPLETE THE PROJECT.

17. CONTRACTOR SHALL MANAGE DUST, DIRT, MUD, SNOW, ETC… DURING THE CONSTRUCTION PHASE IN

SUITABLE MANNER SO AS TO NOT IMPACT THE COMMISSIONING, PERFORMANCE, INSPECTION, OR

RELIABILITY OF ANY EQUIPMENT SUCH AS BUT NOT LIMITED TO: MODULES, COMBINERS, INVERTERS,

TRANSFORMERS, DISCONNECTS, SWITCHGEAR, SCADA / SEEDS, WEATHER STATIONS, CONDUCTORS

AND TERMINATIONS, AND TRACKERS.

18. PANELS SHALL BE CLEANED BY CONTRACTOR TO REMOVE ALL DUST WITHIN THE 48 HOUR WINDOW

PROCEEDING PERFORMANCE TESTING. CLEANING PLAN SHALL BE APPROVED BY OWNER, AND NO

SEPARATE PAYMENT SHALL BE MADE TO CONTRACTOR FOR SUCH ACTIVITIES.

19. THE CONTRACTOR SHALL INSTALL A SNOW MONITORING SYSTEM ON SITE, TO BE OPERATED AND

MAINTAINED BY THE OWNER. THE SYSTEM SHALL BE INSTALLED TO ALERT THE OWNER AFTER A

SPECIFIED AMOUNT OF SNOW HAS ACCUMULATED ON THE SITE, TO ALLOW FOR PLOWING AND

MAINTENANCE OF THE SITE EQUIPMENT. THE OWNER SHALL SPECIFY THE AMOUNT OF SNOW

ACCUMULATION NEEDED TO FOR THE SYSTEM ALERT.

AE ARCHITECT/ENGINEER

ABAN ABANDON

ABC AGGREGATE BASE COURSE

AC ASPHALTIC CONCRETE PAVEMENT

ADDL ADDITIONAL

ADJ ADJUSTABLE/ADJACENT

AHJ AUTHORITY HAVING JURISDICTION

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AGGR AGGREGATE

AI AREA INLET

ALIG ALIGNMENT

ALT ALTERNATE

APRX APPROXIMATE

APVD APPROVED

ARCH ARCHITECTURAL

ASSY ASSEMBLY

BITUM BITUMINOUS

BL BASE LINE

BLDG BUILDING

BOC BACK OF CURB

C&G CURB AND GUTTER

CB CATCH BASIN

CCB CONCRETE BLOCK

CE CONCRETE EDGE

CF CUBIC FOOT/FEET

CI CURB INLET

CIP CAST-IN-PLACE

CJ CONSTRUCTION JOINT

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

CONC CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CTR CENTER

CTRL CONTROL

CVT CULVERT

CY CUBIC YARD

DEMO DEMOLITION

DET DETAIL

DI DROP INLET

DIA DIAMETER

(E)

EXISITING

E EAST

EJ EXPANSION JOINT

EL ELEVATION

ENGR ENGINEER

EOP EDGE OF PAVEMENT

EP EDGE OF PAVEMENT

EQ EQUAL

EST ESTIMATE

EXC EXCAVATION

FES FLARED END SECTION

FF FINISHED FLOOR

FG FINISHED GRADE

FL FLOW LINE

FLR FLOOR

FOC FACE OF CONCRETE/CURB

FT FEET/FOOT

GEN GENERAL

GR GRADE

GVL GRAVEL

HP HIGH POINT

HT HEIGHT

ID INSIDE DIAMETER

IN INCH/INCHES

INV INVERT

LATL LATERAL

LP LOWPOINT

LS LUMP SUM

MATL MATERIAL

MAX MAXIMUM

MIN MINIMUM

MON MONUMENT

(N)

NEW

N NORTH

NA NOT APPLICABLE

PCC PORTLAND CONCRETE PAVEMENT

PL PROPERTY LINE

PPP PERFORATED PLASTIC PIPE

R&R REMOVE AND REPLACE

R&S REMOVE AND SALVAGE

R RADIUS

RCP REINFORCED CONCRETE PIPE

REF REFERENCE

REQD REQUIRED

RET RETAINING

RGH ROUGH

ROW RIGHT-OF-WAY

S SOUTH

SAN SANITARY

SCE

STABILIZED CONSTRUCTION

ENTRANCE

SD STORM DRAIN

SF SQUARE FEET

SL SLOPE

SOG SLAB ON GRADE

SPEC SPECIFICATION

STA STATION

STD STANDARD

SY SQUARE YARD

TBM TEMPORARY BENCHMARK

TBD TO BE DETERMINED

TCE

TEMPORARY CONSTRUCTION

EASEMENT

TOB TOP OF BERM

TOC TOP OF CURB

TOPO TOPOGRAPHY

TOS TOP OF SLAB/TOP OF SLOPE

TYP TYPICAL

UG UNDERGROUND

VOL VOLUME

W/ WITH

W/O WITHOUT

W WEST

XSECT CROSS SECTION


SUBDIVISION LINE

SOLAR PANELS

STONE WALL

TREELINE

EDGE OF WATER

EDGE OF WETLANDS

STREAM

AC UNDERGROUND AC

CURRENT CONDUIT

INSTALLATION NOTES

1. THE CONTRACTOR SHALL BE ON THE LIST OF ELIGIBLE PHOTOVOLTAIC INSTALLERS MAINTAINED BY

THE NEW YORK STATE ENERGY RESEARCH AND DEVELOPMENT AUTHORITY (NYSERDA), OR SHALL BE

CERTIFIED AS A SOLAR INSTALLER BY THE NORTH AMERICAN BOARD OF CERTIFIED ENERGY

PRACTITIONERS (NABCEP), TO BE DEEMED A QUALIFIED SOLAR INSTALLER FOR THE PURPOSED OF

THIS DEFINITION.

VEGETATIVE BARRIER

(ORANGE) FENCE

DCUNDERGROUND DC

CURRENT CONDUIT

INFILTRATION "I" /

SOIL BORING "B" TEST

EDGE OF EX. ROADS

DITCH CENTERLINE

1.4%1'V:X'H

RIGHT OF WAY

PROPOSED STORM PIPE

NOISE MITIGATION NOTES

1. THE CONTRACTOR WILL BE REQUIRED TO DEVELOP AND IMPLEMENT A CONSTRUCTION NOISE

CONTROL PLAN TO BE SUBMITTED TO THE ENGINEER AND TOWN FOR APPROVAL. THE CONSTRUCTION

NOISE PLAN SHALL SHALL INCLUDE THE FOLLOWING:

1.1. POTENTIAL NOISE IMPACTS WILL BE MINIMIZED BY PROHIBITING TRUCK DRIVERS FROM USING

ENGINE BRAKES (EXCEPT IN EMERGENCY SITUATIONS) OR FROM IDLING THEIR VEHICLES FOR

MORE THAN 15 MINUTES.

1.2. CONSTRUCTION EQUIPMENT WILL USE A SYSTEM OF MUFFLERS TO LIMIT OPERATIONAL NOISE.

1.3. CONTRACTOR SHALL USE HIGH FREQUENCY/VARIABLE MOMENT VIBRATORY HAMMER, AND LIMIT

HAMMERING OPERATIONS TO TIMES OF DAY WITH MINIMAL IMPACT TO RESIDENTIAL

NEIGHBORHOODS: MONDAY - FRIDAY, 9 AM TO 4PM.

1.4. CONSTRUCTION TRAFFIC WILL GENERALLY BE LIMITED TO THE HOURS OF 8:00 AM TO 6:00 PM,

MONDAY THROUGH FRIDAY. LIGHT CONSTRUCTION WORK THAT GENERATES LOW NOISE IMPACTS

TO RESIDENTIAL NEIGHBORHOODS MAY TAKE PLACE 8:00 AM TO 4:00 PM, ON SATURDAYS. NO

CONSTRUCTION, EXCEPT FOR INSTANCES OF EMERGENCY WORK, SHALL TAKE PLACE ON

SUNDAYS.

NOISE STUDY

1. A NOISE STUDY WAS COMPLETED ON JANUARY 7TH, 2020, FOR AMBIENT CONDITIONS AT THE PROJECT

SITE. THE NOISE STUDY SHALL BE PROVIDED TO THE CONTRACTOR.

ELECTRIC

Orange & Rockland Utilities

390 W. ROUTE 59

SPRING VALLEY, NY 10977

(877) 434-4100

INSTALLATION NOTES

1. THE CONTRACTOR SHALL BE ON THE LIST OF ELIGIBLE PHOTOVOLTAIC INSTALLERS MAINTAINED BY

THE NEW YORK STATE ENERGY RESEARCH AND DEVELOPMENT AUTHORITY (NYSERDA), OR SHALL BE

CERTIFIED AS A SOLAR INSTALLER BY THE NORTH AMERICAN BOARD OF CERTIFIED ENERGY

PRACTITIONERS (NABCEP), TO BE DEEMED A QUALIFIED SOLAR INSTALLER FOR THE PURPOSED OF

THIS DEFINITION.

SIGNAGE NOTES

1. THE INSTALLATION OF A CLEARLY VISIBLE WARNING SIGN CONCERNING VOLTAGE MUST BE PLACED AT

THE BASE OF ALL AREAS OF MOUNTED TRANSFORMERS AND SUBSTATIONS.

EXISTING GRAVEL

ROAD & LOT

STAGING AREAS

NEW INTERIOR ACCESS

ROAD

EXISTING PAVED ROAD

RAPTOR MITIGATION

EASEMENT AREA

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1 2 3 4 5 6


PROJECT NUMBER:

ARCH "D"24" X 36" (610 x 914)

SHEET TITLE:

SHEET SIZE:

STAMP:


SCALE:

SHEET NO.:

PROJECT PHASE:

A

B

C

D

E

NOT FORCONSTRUCTION

FINAL

04-19-2019

PAM

DAF

DAF

NY-14-0126

UR

BAN

SKI S

OLA

RFA

RM

444

BIG

ISLA

ND

RO

AD,

GO

SHEN

, NY

1092

4



FOREFRONT POWER








Suite 203



DANIEL A. FARNAN




EARTHWORK QUANTITIES*

DESCRIPTIONQTY.

UNIT

UNIT

AREA

(SF)

TOTAL

AREA

(SF)

DEPTH

(FT)

CUT

VOLUME

(CY)

FILL

VOLUME

(CY)

LIMITED SITE GRADING SEE GRADING PLANS 3960 465

INVERTER EXCAVATION 2 EA 215 430 2 32

NEW ACCESS ROAD 1400 LF - - - 481 155

DRIVEWAY ENTRANCE 1 EA - - 0.67 10 5

ELECTRICAL TRENCHING 3455 LF - - 4 1024 512

TOTAL - - 215 430 5507 1137

TOTAL EARTHWORK QUANTITY 4370 CY

EXCESS MATERIAL TO BE PLACED ON-SITE CY

IMPORTED MATERIAL CY

EXPORTED MATERIAL 4370 CY

GRADING, EROSION &

SEDIMENT CONTROL

NOTES

NO SCALE

C-003

GRADING NOTES

1. ALL WORK RELATED TO PAD CONSTRUCTION, SITE PREPARATION AND GRAVEL INSTALLATION, AS

SHOWN ON THIS PLAN, SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "GEOTECHNICAL

INVESTIGATION". ALL OTHER WORK SHALL, UNLESS OTHERWISE STATED OR PROVIDED FOR HEREON,

BE CONSTRUCTED IN ACCORDANCE WITH THE PROJECT SPECIFICATION (FIRST PRIORITY), AND/OR

STATE OR LOCAL STANDARD SPECIFICATIONS.

2. EARTH SLOPES SHALL NOT EXCEED SLOPE LIMITS RECOMMENDED BY THE GEOTECHNICAL ENGINEER.

3. IT IS THE INTENT OF THESE PLANS THAT THIS CONTRACTOR SHALL NOT PERFORM ANY WORK OUTSIDE

OF THE PROPERTY BOUNDARIES OR CLEARING LIMITS EXCEPT AS REQUIRED BY THIS PLAN.

4. THE CONTRACTOR IS TO ENSURE THAT NO SOIL ERODES FROM THE SITE. THIS SHOULD BE ACHIEVED

BY CONSTRUCTING TEMPORARY BERMS, SILT FENCE OR COMPOST WATTLE AT THE PROPERTY LINES

AND WETTING THE SOIL TO PROTECT IT FROM WIND EROSION.

5. A DISPOSAL SITE FOR ANY AND ALL EXCESS EXCAVATION MATERIAL AND UNSUITABLE MATERIAL

AND/OR A BORROW SITE CONTAINING ACCEPTABLE FILL MATERIAL SHALL BE OBTAINED BY THE

CONTRACTOR IN COMPLIANCE WITH APPLICABLE ENVIRONMENTAL REGULATIONS AND APPROVED BY

THE ENGINEER AND OWNER.

6. VERIFY ALL ELEVATIONS SHOWN ON PLAN FROM BASIS OF ELEVATION MONUMENT PRIOR TO BEGINNING

CONSTRUCTION.

7. FILL MATERIAL SHALL NOT CONTAIN DELETERIOUS MATERIALS OR ORGANIC MATTER. NO ROCK OR

IRREDUCIBLE MATERIAL WITH A MINIMUM DIMENSION GREATER THAN 2 INCHES SHALL BE BURIED OR

PLACED IN FILL.

8. ALL SUBGRADE TESTING REQUIREMENTS AND TESTING FREQUENCY SHALL BE PER THE PROJECT

GEOTECHNICAL ENGINEER'S RECOMMENDATIONS.

9. CONDUCT EARTHWORK OPERATIONS ONLY IN AREA REQUIRED FOR IMMEDIATE CONSTRUCTION

ACTIVITY AND THEN ONLY IF SEDIMENT CONTROL DEVICES ARE IN PLACE. MASS CLEARING AND

GRADING OF THE SITE SHALL BE AVOIDED.

10. COMPACTION REQUIREMENTS: 92-98% MODIFIED PROCTOR

EROSION AND SEDIMENT CONTROL NOTES

1. A COPY OF THE APPROVED GRADING AND DRAINAGE PLAN FOR THIS PROJECT AND THIS "STORM WATER

POLLUTION PREVENTION PLAN" (SWPPP) SHALL BE MAINTAINED ON THE SITE AND AVAILABLE FOR

REVIEW. THOSE ELEMENTS OF THE GRADING AND DRAINAGE PLAN PERTINENT TO OR REFERENCED ON

THE SWPPP SHALL BE CONSIDERED A PART OF THE SWPPP.

2. FOR ALL PROJECTS, THE NOTICE OF INTENT (NOI) SHALL BE COMPLETED AND SUBMITTED TO THE STATE

DEC PRIOR TO ANY CONSTRUCTION ACTIVITY (INCLUDING CLEARING, GRUBBING OR GRADING).

CONTRACTOR SHALL NOT COMMENCE WORK UNTIL NOTIFIED BY ENGINEER. OWNER AND ENGINEER

WILL ADVISE CONTRACTOR OF PROCESS AND ALLOWABLE TIMING OF CONSTRUCTION START/EARTH

DISTURBANCE.

3. THE SWPPP AND RELATED RECORDS MUST BE MADE AVAILABLE AT THE CONSTRUCTION SITE DURING

WORKING HOURS WHILE CONSTRUCTION IS OCCURRING AND SHALL BE MADE AVAILABLE UPON

REQUEST BY A STATE OR MUNICIPAL INSPECTOR.

4. THE PRIME CONTRACTOR SHALL PERFORM AT A MINIMUM, QUARTERLY NON-STORM WATER DISCHARGE

VISUAL INSPECTION OF THE CONSTRUCTION SITE AND WITHIN 48 HOURS PRIOR TO AND POST EACH

QUALIFYING RAINFALL PRECIPITATION GREATER THAN OR EQUAL TO HALF AN INCH (1/2 INCH). THE

CONTRACTOR SHALL PREPARE A REPORT DOCUMENTING HIS/HER FINDINGS ON THE CONDITIONS OF

THE SWPPP CONTROLS AND NOTE ANY EROSION PROBLEM AREAS. THE CONTRACTOR'S REPORT IS TO

BE MAINTAINED ON-SITE BY THE OPERATOR. FACILITIES SHALL BE MAINTAINED AS NECESSARY TO

ENSURE THEIR CONTINUED FUNCTIONING. IN ADDITION, ALL TEMPORARY SILTATION CONTROLS SHALL

BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THE CONSTRUCTION IS COMPLETED,

PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED

AS DETERMINED BY THE ENGINEER OR HIS/HER DESIGNEE.

5. THE IMPLEMENTATION OF THESE PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND

UPGRADING OF THESE FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL

CONSTRUCTION IS APPROVED AND A NOTICE OF TERMINATION HAS BEEN SUBMITTED.

6. THE FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL CLEARING

AND GRADING ACTIVITIES IN SUCH A MANNER AS TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT

ENTER THE DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS.

7. THE CONTRACTOR MUST ALSO MAINTAIN RECORDS WITH THE FOLLOWING INFORMATION:

· THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR IN A PARTICULAR AREA AND;

· THE DATES WHEN CONSTRUCTION ACTIVITIES CEASE IN AN AREA, TEMPORARILY OR

PERMANENTLY AND;

· THE DATES WHEN AN AREA IS STABILIZED, TEMPORARILY OR PERMANENTLY AND;

· THE DATES WHEN ANY MAINTENANCE/REPLACEMENT OR REMOVAL OF REQUIRED BMP AND;

· ANY OTHER REQUIREMENTS AS DEFINED BY THE AHJ.

8. CONSTRUCTION SITES ARE DYNAMIC IN NATURE. THE SITE OPERATOR IS REQUIRED TO MAINTAIN FULL

COMPLIANCE WITH THE GENERAL PERMIT (GP), AS ISSUED BY THE STATE, TO MAINTAIN AN EFFECTIVE

SWPPP. AS SUCH, THIS PLAN MUST BE UPDATED TO ACCURATELY REFLECT SITE FEATURES AND

OPERATIONS WHICH MAY BECOME EVIDENT DURING CONSTRUCTION AND/OR DURING OR AFTER

RAINFALL EVENTS. THE PLAN MUST ALSO BE AMENDED WITHIN 48 HOURS IF IT IS DETERMINED THAT

BMPS ARE NOT EFFECTIVE AT MINIMIZING POLLUTANT DISCHARGES FROM THE SITE.

9. THE SCHEMATIC EROSION CONTROL MEASURES SHOWN ARE A MINIMUM. THE CONTRACTOR SHALL

PROVIDE ALL NECESSARY MEANS TO PROTECT EXISTING FACILITIES AND ADJACENT PROPERTIES FROM

NOISE, DUST AND STORM WATER RUNOFF THROUGHOUT CONSTRUCTION OF THE PROJECT AND SHALL

CONDUCT OPERATIONS IN SUCH A MANNER THAT STORM WATER WILL BE CONTAINED ON-SITE OR

CHANNELED INTO A STORM COLLECTION SYSTEM, PROVIDED THAT IT IS FREE FROM POLLUTANTS AND

DEBRIS.

10. CONTRACTOR SHALL PROTECT ALL PERMANENT AND EXISTING STORM WATER FACILITIES FROM

SEDIMENT/SILT DURING CONSTRUCTION.

11. REMOVE BUILT UP SEDIMENT FROM BEHIND FIBER ROLL, COMPOST WATTLE AND/OR SILT FENCE AS

NECESSARY TO PREVENT FAILURE.

12. RECOMMENDED SEEDING DATES TO ESTABLISH PERMANENT VEGETATIVE COVER ARE BETWEEN

AUGUST 15 AND SEPTEMBER 15. ALL OTHER TIMES WILL REQUIRE A TEMPORARY SOIL STABILANT OR A

TEMPORARY WEED-FREE VEGETATIVE COVER IN ACCORDANCE WITH THE U.S. DEPARTMENT OF

AGRICULTURE (USDA) NATURAL RESOURCES CONSERVATION SERVICES (NRCS) COVER CROP

SPECIFICATION (340).

14. STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE

WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE

MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITIES IN THAT PORTION OF THE SITE

HAVE TEMPORARILY OR PERMANENTLY CEASED.

15. ONCE CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED, ALL TEMPORARY PRACTICES HAVE BEEN

REMOVED, STORMWATER DISCHARGES HAVE BEEN ELIMINATED (IF APPLICABLE) AND THE SITE HAS

UNDERGONE FINAL STABILIZATION, THE OWNER OR ITS DESIGNATE WILL SUBMIT A SIGNED AND

COMPLETE NOTICE OF TERMINATION (NOT) FORM TO THE STATE DEC.

16. ALL WORK SHALL COMPLY WITH THE GENERAL PERMIT REGULATIONS REGARDING TURBIDITY LIMITS

FOR STORM WATER DISCHARGE FROM CONSTRUCTION SITES.

17. DETAIL SHEETS IN THIS PLAN SET PROVIDE AVAILABLE EROSION CONTROL MEASURES PER HANDBOOK.

CONTRACTOR SHALL AVAIL THEMSELVES OF ALL AVAILABLE MEASURES FOR USE ON SITE PER THE

PROVISIONS OF THE PROJECT SWPPP.

TREE PROTECTION NOTES

1. THE AREA BENEATH THE DRIP LINE OF ALL TREES WITH A TRUNK DIAMETER OF 3 INCHES OR GREATER

LOCATED OUTSIDE OF THE PROJECT CLEARING LIMITS OR IN PROXIMITY TO STAGING AND STOCKPILING

AREAS SHALL NOT BE DISTURBED. DISTURBANCE INCLUDES REMOVING TREES, STOCKPILING MATERIAL,

STORING EQUIPMENT, OR DRIVING AND PARKING VEHICLES BENEATH DRIP LINES OF TREES. ADDITIONAL

TREES REQUIRING PROTECTION MAY BE DESIGNATED BY THE ENGINEER-IN-CHARGE (EIC). THE

CONTRACTOR SHALL SUBMIT A PLAN TO THE EIC FOR APPROVAL SHOWING THE PROPOSED STAGING,

STORAGE AND STOCKPILE AREAS FOR EACH SITE PRIOR TO PLACEMENT OF ANY EQUIPMENT OR

MATERIALS AT THE SUBJECT AREA.

TIME OF YEAR CUTTING RESTRICTIONS FOR INDIANA BAT & NORTHERN

LONG-EARED BAT

1. IN ORDER TO PREVENT ANY DIRECT TAKINGS OF INDIANA BAT (MYOTIS SODALIS), A FEDERAL AND STATE

LISTED ENDANGERED SPECIES AND NORTHERN LONG-EARED BAT (MYOTIS SEPTENTRIONALIS), A

FEDERAL AND STATE LISTED THREATENED SPECIES, THE CONTRACTOR'S ATTENTION IS HEREBY

DIRECTED TO THE FACT THAT TREE CUTTING SHALL ONLY BE PERFORMED FROM OCTOBER 31 THROUGH

MARCH 31. TIME OF YEAR TREE CUTTING RESTRICTIONS APPLY TO TREES THAT ARE 3 INCHES OR

GREATER DIAMETER AT BREAST HEIGHT (DBH).

SOIL RESTORATION:

1. SOIL RESTORATION IS A REQUIRED PRACTICE APPLIED ACROSS AREAS OF A DEVELOPMENT SITE

WHERE SOILS HAVE BEEN DISTURBED AND WILL BE VEGETATED IN ORDER TO RECOVER THE ORIGINAL

PROPERTIES AND POROSITY OF THE SOIL.

2. DURING PERIODS OF RELATIVELY LOW TO MODERATE SUBSOIL MOISTURE, THE DISTURBED SUBSOILS

ARE RETURNED TO ROUGH GRADE AND THE FOLLOWING SOIL RESTORATION STEPS APPLIED:

2.1. APPLY 3 INCHES OF COMPOST OVER SUBSOIL

2.2. TILL COMPOST INTO SUBSOIL TO A DEPTH OF AT LEAST 12 INCHES USING A CAT-MOUNTED RIPPER,

TRACTOR-MOUNTED DISC, OR TILLER, MIXING, AND CIRCULATING AIR AND COMPOST INTO SUBSOILS

2.3. ROCK-PICK UNTIL UPLIFTED STONE/ROCK MATERIALS OF FOUR INCHES AND LARGER SIZE ARE

CLEANED OFF THE SITE

2.4. APPLY TOPSOIL TO A DEPTH OF 6 INCHES

2.5. VEGETATE AS REQUIRED BY APPROVED PLAN.

GENERAL SEEDING NOTES

1. TEMPORARY SEEDING SHALL CONSIST OF PERENNIAL RYEGRASS APPLIED AT A RATE OF 1.0

LBS. PER 1000 SF OR SPRING OATS APPLIED AT A RATE OF 2.0 LBS. PER 1000 SF. TEMPORARYSEEDING SHALL BE MULCHED AND MAINTAINED UNTIL DISTURBED AREAS ARE

PERMANENTLY STABILIZED WITH PERMANENT SEEDING.

2. PERMANENT SEEDING SHALL CONSIST OF THE FOLLOWING MIXTURE OR APPROVEDEQUAL - OPTIMUM SEEDING DATES ARE BETWEEN APRIL 1 AND MAY 31: AND AUGUST 16

AND OCTOBER 15.

MIXTURE #1 - SOLAR FARM SEED MIX (6 LBS./1,000 S.F. MINIMUM)

CREEPING RED FESCUE (35%)

CHEWINGS FESCUE (35%)

HARD FESCUE, ‘BEACON’ (10%)

HARD FESCUE, ‘JETTY’ (10%)

KENTUCKY BLUEGRASS, ‘BLUE ANGEL’ (5%)KENTUCKY BLUEGRASS, ‘VOLT’ (5%)

MIXTURE #2 - NATIVE DETENTION AREA MIX (1 LBS./1,000 S.F. MINIMUM)

DEERTONGUE, ‘TIOGA’ (32%)

FOX SEDGE, PA ECOTYPE (20%)

VIRGINIA WILDRYE, PA ECOTYPE (20%)

SWITCHGRASS, ‘SHAWNEE’ (20%)AUTUMN BENTGRASS, PA ECOTYPE (4%)

PATH RUSH, PA ECOTYPE (2%)

SOFT RUSH (1%)

REDTOP PANICGRASS, PA ECOTYPE (1%)

SEEDING OUTSIDE OF THE OPTIMUM DATES IS NOT RECOMMENDED. MIXES BY ERNST SEEDS OR APPROVED EQUAL.

3. PERMANENT SEEDING TO BE APPLIED BY RAKING OR DRILLING INTO THE SOILS AT MIX

RATES PROVIDED ABOVE.

4. FERTILIZER FOR THE ESTABLISHMENT OF TEMPORARY AND PERMANENT VEGETATIVE

COVER SHALL BE IN COMPLIANCE WITH THE LATEST NYSDEC REGULATIONS. A SOIL TESTPRIOR TO FERTILIZER APPLICATION IS RECOMMENDED.

5. IF SEASON PREVENTS THE ESTABLISHMENT OF TEMPORARY OR PERMANENT SEEDING,

EXPOSED AREA TO BE STABILIZED WITH MULCH AS INDICATED IN EROSION CONTROLNOTES.

6. AS NEEDED, WORK FERTILIZER INTO SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4

INCHES WITH A DISC, SPRINGTOOTH HARROW, OR OTHER SUITABLE EQUIPMENT. THEFINAL HARROWING OR DISCING OPERATION SHOULD BE ON ON THE GENERAL

CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM, FINE SEEDBED IS

PREPARED. ALL BUT CLAY OR SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO

FIRM THE SEEDBED WHEREVER FEASIBLE.

7. REMOVE FROM THE SURFACE ALL STONES TWO INCHES OR LARGER IN ANY DIMENSION.

REMOVE ALL OTHER DEBRIS, SUCH AS WIRE, CABLE, TREE ROOTS, PIECES OF CONCRETE,

CLODS, LUMPS, OR OTHER UNSUITABLE MATERIAL.

8. INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE

AREA MUST BE RETILLED AND FIRMED AS ABOVE.

*CUT AND FILL QUANTITIES MAY NOT INCLUDE SHRINKAGE AND ARE FOR REFERENCE ONLY AND THE

CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE ACTUAL QUANTITIES IN ACCORDANCE WITH THE

GEOTECHNICAL REPORT AND FINAL ELEVATIONS.

** FILL VOLUMES INCLUDE STONE/GRAVEL MATERIALS FOR ROADS, INVERTERS, AND BATTERY PAD.

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PROJECT NUMBER:

ARCH "D"24" X 36" (610 x 914)

SHEET TITLE:

SHEET SIZE:

STAMP:


SCALE:

SHEET NO.:

PROJECT PHASE:

A

B

C

D

E

NOT FORCONSTRUCTION

FINAL

04-19-2019

PAM

DAF

DAF

NY-14-0126

UR

BAN

SKI S

OLA

RFA

RM

444

BIG

ISLA

ND

RO

AD,

GO

SHEN

, NY

1092

4



FOREFRONT POWER








Suite 203



1 PANEL ADJ. 7/17/2019 DAF

SYSTEM SIZE (DC) 5,187.00 kW BATTERY SYSTEM 4 MW / 9.747 MWHRS

SYSTEM SIZE (AC) 4,400.00 kW LATITUDE/ LONGITUDE 41°20' / 74°24'

MODULE TYPE LONGI-LR6-72HBD-375M AZIMUTH 180°

No. OF MODULES 13832 TILT 25°

INVERTER (2) SMA SC 2660 UP-US PROJECT AREA 23 ACRES

TRANSFORMER (2) 2600 kVA GCR 55.90%

DC - DC CONVERTER (8) SMA DPS 500

2 TOWN COMMENTS12/18/2019 DAF3 CLIENT COMMENTS06/23/20 DAF4 CLIENT COMMENTS08/05/20 DAF5 SITE PLAN AMMEND.10/01/20 DAF

C-004

GENERAL NOTES:

1. UNDERGROUND UTILITIES SHOWN HEREON BASED ON UTILITY EVIDENCE VISIBLE AT GROUND

SURFACE AND RECORD DRAWINGS AND ARE SUBJECT TO FIELD VERIFICATION BY EXCAVATION.

UTILITIES SHOWN DO NOT PURPORT TO CONSTITUTE OR REPRESENT ALL UTILITIES LOCATED UPON

OR ADJACENT TO THE SURVEYED PREMISES.

2. THE OFFSETS OR DIMENSIONS SHOWN HEREON, FROM THE PROPERTY LINES TO THE STRUCTURES,

ARE FOR A SPECIFIC PURPOSE AND USE; THEREFORE, THEY ARE NOT INTENDED TO MONUMENT THE

PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR ANY OTHER

IMPROVEMENTS.

3. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT

GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF THE SURVEY.

4. SUBJECT TO ALL RIGHTS, EASEMENTS, COVENANTS AND RESTRICTIONS OF RECORD.

5. SUBJECT TO ANY STATE OF FACTS AN UP-TO-DATE ABSTRACT OF TITLE WOULD DISCLOSE.

6. BASIS OF BEARING IS NEW YORK STATE PLANE COORDINATE SYSTEM EAST ZONE. CONTROL WAS

ESTABLISHED USING NYSNET. THE HORIZONTAL DATUM IS RELATIVE TO NAD83.

OVERALL SITE

WETLANDS

100Y

100 YEAR FLOOD PLAIN

STREAM

LEGEND


PROPERTY LINE

EX. EASEMENT

STONEWALL

EDGE OF ASPHALT

EDGE OF WATER

STORM LINES

TREELINE

UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEYMAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS AVIOLATION OF SECTION 7209, SUB-DIVISION 2, OF THE NEW

YORK STATE EDUCATION LAW.

ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S SEALARE GENUINE TRUE AND CORRECT COPIES OF THESURVEYOR'S ORIGINAL WORK AND OPINION.

0150 150 300

SCALE : 1" = 150'

EXISTING CONDITIONS

AS NOTED

ARCHEOLOGICAL NOTES:

1. ARCHEOLOGICAL SENSITIVE AREAS EXIST WITHIN THE PROPERTY, AS DELINEATED BY BRIAN R. GRILLS, M.A. OF THE

PUBLIC ARCHEOLOGY FACILITY OF BINGHAMTON UNIVERSITY.

2. ARCHEOLOGICAL SENSITIVE AREAS (LOCUS) SHOWN ON THIS MAP ARE FROM A "PHASE 1 ARCHAEOLOGICAL SURVEY

FOR URBANSKI SOLAR FARM PROJECT" BY THE PUBLIC ARCHEOLOGY FACILITY OF BINGHAMTON UNIVERSITY, DATED

NOVEMBER 18, 2018.

3. SENSITIVE AREAS ARE DESCRIBED AS: "LOCUS 1, 2, & 3"

4. THE NYS STATE HISTORIC PRESERVATION OFFICE (SHPO) REQUIRES THESE AREAS TO BE MAPPED AND FILED FOR

RECORD.

LOCUS 2

LOCUS 3

LOCUS 1

ARCHEOLOGICAL

SENSITIVE AREA

RAPTOR MITIGATION EASEMENT NOTES:

1. THE RAPTOR EASEMENT AREA IS REQUIRED AS PART OF NYSDEC'S TAKE PERMIT PROCESS.

2. THE RAPTOR MITIGATION EASEMENT SHALL BE PRESCRIPTIVE AND WILL EXPIRE AT THE TIME OF

DECOMMISSIONING OF THE SOLAR PROJECT.

3. ALL DEVELOPMENT IS PROHIBITED WITHIN THE MITIGATION EASEMENT AREA FOR THE LIFE OF THE

SOLAR PROJECT UNTIL DECOMMISSIONING.

4. THE LAND OWNER SHALL BE REQUIRED TO MAINTAIN AND OPERATE THE EASEMENT AREA IN

ACCORDANCE WITH NYSDEC GUIDELINES. THOSE GUIDELINES SHALL BE INCLUDED IN THE FINAL TAKE

PERMIT.

EXISTING PAVED ROAD

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LANDS N/F SALVATORE C. CAVALLARO B.4038 P.173 PARCEL# 24-1-51

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LANDS N/F CLYDE P. & BARBARA S. MYRUSKI B.3322 P.158 PARCEL# 24-1-25

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LANDS N/F SALVATORE C. CAVALLARO & ANDREW CAVALLARO B.2159 P.1085 PARCEL# 24-1-54.2 MAP REF. 2

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LANDS N/F JOHN P. LAISE B.14285 P.227 PARCEL# 24-1-23 MAP REF. 4

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LANDS N/F COUNTY OF ORANGE B.14454 P.234 PARCEL# 24-1-63.2 MAP REF. 3

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BOUNDARY LINE BY POSSESSION

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BOUNDARY LINE FOLLOWS CENTER OF ROAD

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DEED LINE FOLLOWS CENTER OF ROAD

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LANDS N/F AMANDA & JAIME LANGLITZ B.13314 P.446 PARCEL# 24-1-24 MAP REF. 4

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RIGHT OF WAY AS PER MAP REF. 1

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33' RIGHT OF WAY MAP REF. 6

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REBAR

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REBAR

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IRON PIPE

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PULASKI HIGHWAY COUNTY ROUTE 6

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BIG ISLAND RD.

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WISNIEWSKI ROAD

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(EASE)

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(EASE)

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(EASE)

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(EASE)

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(EASE)

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RAPTOR MITIGATION EASEMENT AREA 522,720± SQ.FTAND/OR 12.00± ACRES

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LANDS N/F A & M URBANSKI FARMS LLC B.5225 P.66 PARCEL# 24-1-32.3 MAP REF. 6

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C:\Civil 3D Projects\2018\18001894A\ForeFront Plans\Civil\C-2-EXISTING CONDITIONS.dwg

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Printed: 9/30/2020 10:12 AM9/30/2020 10:12 AM

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LAND SURVEYOR LIC. NO. 050478

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NEW YORK STATE PROFESSIONAL

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MARK R. DELOR

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C-102

C-103

SETBACKLINES

PROPOSEDACCESS

ROAD

PROPOSED AREA FORTRANSFORMER

SOLAR INVERTER

PROPOSED DCUNDERGROUND

ELEC.

EXISTING ROADSOLAR FIELD SITE

PLAN, SEE SHEETC-102

SOLAR FIELD SITE

PLAN, SEE SHEETC-103

PROPOSEDINTERCONNECTION,

SEE INSET, THIS SHEET

PROPOSEDBATTERY

CONTAINER

PROPOSEDBATTERY

CONTAINER

PROPOSEDCHAIN LINKFENCE 7' HIGH

LOCUS 1

LOCUS 2

LOCUS 3

PROPOSED

CHAIN LINKFENCE 7' HIGH

PROPOSED AC UNDERGROUND ELEC.

TO INTERCONNECTION POINT

1 2 3 4 5 6


PROJECT NUMBER:

ARCH "D"24" X 36" (610 x 914)

SHEET TITLE:

SHEET SIZE:

STAMP:


SCALE:

SHEET NO.:

PROJECT PHASE:

A

B

C

D

E

NOT FORCONSTRUCTION

FINAL

04-19-2019

PAM

DAF

DAF

NY-14-0126

UR

BAN

SKI S

OLA

RFA

RM

444

BIG

ISLA

ND

RO

AD,

GO

SHEN

, NY

1092

4



FOREFRONT POWER








Suite 203



DANIEL A. FARNAN












OVERALL SITE PLAN

1" = 150'

C-101

N

0150 150 300

SCALE : 1" = 150'

SHEET NOTES

1. SEE C-102 FOR GRADING AND EROSION &

SEDIMENT CONTROL PLAN (1 of 2)



3. SEE C-200 SERIES SHEETS FOR DETAILED

ROAD PLANS AND PROFILES.

4. SEE C-102 AND C-103 FOR LANDSCAPING

LAYOUT.

LEGEND

x x

NEW PERIMETER FENCE


PROP. EASEMENT

ADJACENT PROPERTY LINE

EX. EASEMENT

NEW TAX MAP LINE

STONEWALL

EDGE OF EX. ROAD

EDGE OF WATER

PROP. STORM LINES

WETLANDS

100Y


STREAM

TREELINE

AC ACPROP UG AC ELECTRIC

ROAD CENTERLINE

SOLAR PANELS

DC DCPROP UG DC ELECTRIC

VEG. BARRIER FENCE

CENTERLINE OF DITCH

O&R PROPOSED INTERMEDIATE

POLE WITH G.O.A.B.

SCALE: 1" = 50'

30'

ARCHEOLOGICAL NOTES:

1. ARCHEOLOGICAL SENSITIVE AREAS EXIST WITHIN THE SITE LIMITS. CONTRACTOR SHALL APPLY

PROTECTIONS AS NOTED WITHIN THESE PLANS.

2. AREAS "LOCUS 1,2&3" SHALL HAVE THEIR BOUNDARIES DELINEATED PRIOR TO CONSTRUCTION.

3. NO EQUIPMENT SHALL BE ALLOWED ON AREAS OF "LOCUS 2 & 3".

INSET

OVERALL SITE PLAN1" = 150'

LANDSCAPING AREAS

30'

30'

30'

30'

30'

30'

PQ O&R POLE

AUXILIARY PRIMARY

RISER O&R POLE

PROPOSED CONCRETE PAD FOR

TRANSCLOSURE EQUIPMENT

PRIMARY METER O&R POLE

89L CUSTOMER DISCONNECT POLE

CUSTOMER RECLOSER POLE

CUSTOMER PRIMARY METER /RISER POLE

RECLOSER O&R POLE

PRIMARY METER BOX

PROPOSED UNDERGROUND AC

LINES FROM SOLAR FIELD

CUSTOMER OWNEDAUXILIARY URDCONDUCTORS

PRIMARY METER BOX

EXISTING GRAVEL

ROAD & LOT

STAGING AREAS

NEW INTERIOR ACCESS

ROAD

EXISTING PAVED ROAD

RAPTOR MITIGATION

EASEMENT AREA

S 25

°55'

17"

W

210.

00'

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MAP ENTITLED "MAP OF SUB-DIVISION OF PART OF FARM OF JOSEPH & SOPHIA WISNIEWSKI, PULASKI HIGHWAY, BIG ISLAND, TOWN OF GOSHEN", MADE BY A.V-D. WALLACE, JR., C.E., DATED NOVEMBER 1935 AND FILED IN THE ORANGE COUNTY CLERKS OFFICE ON NOVEMBER 27, 1935 AS MAP #1019.

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LANDS N/F SALVATORE C. CAVALLARO & ANDREW CAVALLARO B.2159 P.1085 PARCEL# 24-1-54.2 MAP REF. 2

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LANDS N/F COUNTY OF ORANGE B.14454 P.234 PARCEL# 24-1-63.2 MAP REF. 3

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BOUNDARY LINE BY POSSESSION

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DEED LINE FOLLOWS CENTER OF ROAD

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RIGHT OF WAY AS PER MAP REF. 1

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REBAR

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REBAR

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REBAR

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REBAR

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REBAR

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IRON PIPE

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PULASKI HIGHWAY COUNTY ROUTE 6

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BIG ISLAND RD.

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WISNIEWSKI ROAD

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PEARL LANE

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(EASE)

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(EASE)

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(EASE)

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(EASE)

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(EASE)

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RAPTOR MITIGATION EASEMENT AREA 522,720± SQ.FTAND/OR 12.00± ACRES

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C:\Civil 3D Projects\2018\18001894A\ForeFront Plans\Civil\C-4-SITE PLANS.dwg

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Printed: 9/30/2020 10:12 AM9/30/2020 10:12 AM

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1"

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12"

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0

100'SETBACK

STAGING AREA

0+00

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X

LOD

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LOD

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LOD

LOD

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LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

AC

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DCDC

AC

AC

AC

420

415

425

415

420

425

410

430

435

440

445

450

455

460

465

470

475

480

480

480

485

490

495

485

480

475

485

490

495

418

418

420

418

14' SPACING (TYP.)

14' MIN.(TYP.)

PROPOSEDACCESS

ROAD

PROPOSED AREA FORTRANSFORMER SOLAR

INVERTER

PROPOSED DC UNDERGROUND ELEC.

PROPOSED STORMWATER MANAGEMENT AREA.

EXISTING ROAD

PROPOSED BATTERYCONTAINER


STABILIZED CONSTRUCTION

ENTRANCE

CHECK DAMS,EVERY 50' (TYP.)

CULVERT #1

CULVERT #4

CULVERT #2

INSTALL ACCESSGATE

PROPOSED AREA FOR

DC/DC CONVERTER(TYP.)

2

C-502

1

C-501

3

C-501

8

C-502

2

C-504

1

C-503

2

C-505

1

C-507

1

C-504

5

C-503

5

C-503

5

C-503

PROPOSED AC UNDERGROUND ELEC.

TO INTERCONNECTION POINT

3

C-501

PROPOSEDROAD SWALE

2

C-501

2:1

3:1

1 2 3 4 5 6


PROJECT NUMBER:

ARCH "D"24" X 36" (610 x 914)

SHEET TITLE:

SHEET SIZE:

STAMP:


SCALE:

SHEET NO.:

PROJECT PHASE:

A

B

C

D

E

NOT FORCONSTRUCTION

FINAL

04-19-2019

PAM

DAF

DAF

NY-14-0126

UR

BAN

SKI S

OLA

RFA

RM

444

BIG

ISLA

ND

RO

AD,

GO

SHEN

, NY

1092

4



FOREFRONT POWER








Suite 203



DANIEL A. FARNAN












GRADING AND EROSION &

SEDIMENT CONTROL PLAN

(SHEET 2 OF 2)

1" = 50'

C-102

N

50 50 100

SCALE : 1" = 50'

0

FENCE NOTES

ACCESS GATE WITH CLEAR OPENING

WIDTH OF 24' PER DETAIL

CONSTRUCT 7'-HIGH CHAIN LINK

SECURITY FENCING PER DETAILS

LEGEND

x x

EXISTING GRAVEL

ROAD & LOT

NEW PERIMETER FENCE

1

C-504

2

C-504


PROP. EASEMENT


EX. EASEMENT

NEW TAX MAP LINE

STONEWALL

EDGE OF EX. ROAD

EDGE OF WATER

PROP. STORM LINES

WETLANDS

100Y


STREAM

TREELINE


ROAD CENTERLINE

STAGING AREAS

SOLAR PANELS

NEW INTERIOR ACCESS

ROAD


VEG. BARRIER FENCE

CENTERLINE OF DITCH

INVERTER

SHEET NOTES







PROPOSED EVERGREEN

TREE SCREENING

PROPOSED SHRUBBERY

SCREENING

68

PA

PROPOSED

LANDSCAPING, SEE

PLANTING SCHEDULE,

SH. C-506

33

PS

100

IGD

EXISTING PAVED ROAD

RAPTOR MITIGATION

EASEMENT AREA

AutoCAD SHX Text


AutoCAD SHX Text

WISNIEWSKI ROAD

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Printed: 9/30/2020 10:12 AM9/30/2020 10:12 AM

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1"

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12"

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0

100'SETBACK

11+00

12+00

13+00

13+39

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

XXXXX

X

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X

LO

DLO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LODLODLOD

LO

D

LO

D

LO

D

LO

D

LO

DLO

D

LO

D

LO

D

LO

D

LOD

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

AC

AC

AC

AC

AC

AC

AC

AC

AC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

DC

500

505

510

515

520

515

510

515

510

513 51

251

2

524 14' SPACING TYP.

14' MIN.(TYP.)

SETBACKLINES

PROPOSEDBATTERY

CONTAINER

PROPOSED AREA FORTRANSFORMER

SOLAR INVERTER

EXISTINGUNPAVED

FARM ROAD

EXISTINGUNPAVED

FARM ROAD

LOCUS 1


CULVERT #3

INSTALL ACCESSGATE

PROPOSED AREA FORDC/DC CONVERTER

(TYP.)

2

C-504

3

C-501

1

C-507

2

C-505

1

C-504

5

C-503

PROPOSED AC UNDERGROUND ELEC.TO INTERCONNECTION POINT

2:1

1 2 3 4 5 6


PROJECT NUMBER:

ARCH "D"24" X 36" (610 x 914)

SHEET TITLE:

SHEET SIZE:

STAMP:


SCALE:

SHEET NO.:

PROJECT PHASE:

A

B

C

D

E

NOT FORCONSTRUCTION

FINAL

04-19-2019

PAM

DAF

DAF

NY-14-0126

UR

BAN

SKI S

OLA

RFA

RM

444

BIG

ISLA

ND

RO

AD,

GO

SHEN

, NY

1092

4



FOREFRONT POWER








Suite 203



DANIEL A. FARNAN












GRADING AND EROSION &

SEDIMENT CONTROL PLAN

(SHEET 2 OF 2)

1" = 50'

C-103

N

50 50 100

SCALE : 1" = 50'

0

FENCE NOTES

ACCESS GATE WITH CLEAR OPENING

WIDTH OF 24' PER DETAIL

CONSTRUCT 7'-HIGH CHAIN LINK

SECURITY FENCING PER DETAILS

LEGEND

x x

NEW PERIMETER FENCE

1

C-504

2

C-504


PROP. EASEMENT


EX. EASEMENT

NEW TAX MAP LINE

STONEWALL

EDGE OF EX. ROAD

EDGE OF WATER

PROP. STORM LINES

WETLANDS

100Y


STREAM

TREELINE


ROAD CENTERLINE

SOLAR PANELS


VEG. BARRIER FENCE

CENTERLINE OF DITCH

INVERTER

SHEET NOTES







PROPOSED EVERGREEN

TREE SCREENING

PROPOSED SHRUBBERY

SCREENING

9

PA

PROPOSED

LANDSCAPING, SEE

PLANTING SCHEDULE,

SH. C-506

9

PS

16

IGD

26

PA

PROPOSED

LANDSCAPING, SEE

PLANTING SCHEDULE,

SH. C-506

9

PS

34

IGD

EXISTING GRAVEL

ROAD & LOT

STAGING AREAS

NEW INTERIOR ACCESS

ROAD

EXISTING PAVED ROAD

RAPTOR MITIGATION

EASEMENT AREA

AutoCAD SHX Text


AutoCAD SHX Text

LANDS N/F A & M URBANSKI FARMS LLC B.5225 P.66 PARCEL# 24-1-21 MAP REF. 4

AutoCAD SHX Text

LANDS N/F A & M URBANSKI FARMS LLC B.5225 P.66 PARCEL# 24-1-22 MAP REF. 4

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

IRON PIPE

AutoCAD SHX Text


AutoCAD SHX Text

Printed: 9/30/2020 10:13 AM9/30/2020 10:13 AM

AutoCAD SHX Text

1"

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12"

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0

100'

SET

BA

CK

100'

SETBACK

STAGING AREA

0+00

1+00

2+00 3+00 4+00 5+00

D

0+00

1+001+20

XXXXXXXXXXXXXXXXXX

X

XXXXXXX

XX

XX

XX

XX

LOD L

OD

LO

DLO

DLO

D

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LODLODLO

DLO

DLO

D

DCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDCDC

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

ACACACACACACACACACACACACACACACACACACACACAC

ACAC

420

415

425

415 4

20

425

410

430

435

440

445

450

418

418

420

418

2

C-501

INSTALL DRAINAGESWALE PER DETAIL

3

C-501

ELEC. CONDUITLOCATION (TYP.)

1

C-501

PROPOSED GRAVELACCESS ROAD

BEGIN PROPOSEDACCESS ROAD

2

C-504

PROPOSED SITEFENCING

INSTALL CHECKDAMS, EVERY 50FT.

8

C-502

PROPOSEDSTORMWATER

MANAGEMENT AREA

CULVERT #4

CULVERT #1

5

C-503

5

C-503

R= 30'

S 25°55'17" W

210.00'

PROFILE OF PROPOSED ACCESS ROAD

HORIZONTAL : 1" = 30' VERTICAL : 1" = 15'

400

405

410

415

420

425

430

435

440

445

450

455

460

400

405

410

415

420

425

430

435

440

445

450

455

460

0+50

406.56

406.3

9

1+00

411.97

411.0

9

417.62

415.7

9

2+00

422.19

420.4

9

426.52

425.2

2

3+00

431.51

429.9

7

435.25

434.7

2

4+00

440.43

439.4

7

444.93

444.2

2

5+00

449.36

448.9

7

5+50

454.64

453.7

2

9.40%

9.50%

PROPOSED GRADE

EXISTING GRADE

1 2 3 4 5 6


PROJECT NUMBER:

ARCH "D"24" X 36" (610 x 914)

SHEET TITLE:

SHEET SIZE:

STAMP:


SCALE:

SHEET NO.:

PROJECT PHASE:

A

B

C

D

E

NOT FORCONSTRUCTION

FINAL

04-19-2019

PAM

DAF

DAF

NY-14-0126

UR

BAN

SKI S

OLA

RFA

RM

444

BIG

ISLA

ND

RO

AD,

GO

SHEN

, NY

1092

4



FOREFRONT POWER








Suite 203



DANIEL A. FARNAN












CIVIL PLANS

AND PROFILES

AS SHOWN

C-201

PLAN VIEW

PROFILE VIEW

30 30 60

SCALE : 1" = 30'

0

30 30 60

SCALE : 1" = 30'

0

N

MA

TC

H L

INE, ST

A. 5

+50 (SE

E SH

EET

C-2

02)

HORIZONTAL VERTICAL

015 15 30

SCALE : 1" = 15'

AutoCAD SHX Text

WISNESKI ROAD

AutoCAD SHX Text

C:\Civil 3D Projects\2018\18001894A\ForeFront Plans\Civil\C-6-PROFILES.dwg

AutoCAD SHX Text

Printed: 9/30/2020 10:15 AM9/30/2020 10:15 AM

AutoCAD SHX Text

1"

AutoCAD SHX Text

12"

AutoCAD SHX Text

0

100'

SET

BA

CK

6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+39

X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

LO

D

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

DCDCDCDC

DC

DCDC

DC

DCDCDCDC

DC

DC

DC

DC

DC

DC

DCDCDC

AC

AC

ACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACACAC

DCDCDCDCDCDCDCDCDCDCDCDC

DCDC

DC

DC

DC

DC

DC

DCDCDCDCDC

DC

DC

DC

DC

DCDC

DCDC

DCDCDC

DC

DC

DC

455

460

465

470

475 4

80

480 4

80

485

490

495

485

480

475

485

490 495

500

505

510

515

520

515

510

515

510

513512

512

524

2

C-501


3

C-501

ELEC. CONDUITLOCATION (TYP.)

1

C-501

PROPOSED GRAVELACCESS ROAD

PROPOSED BATTERYCONTAINER (TYP.)

2

C-504

PROPOSED SITEFENCING

INSTALL NEWINVERTER

CONCRETE PAD

ENDPROPOSEDACCESSROAD

2

C-505

INSTALL NEWINVERTER

CONCRETE PAD

2

C-505

1

C-507

8

C-502


PROPOSED BATTERYCONTAINER (TYP.)

1

C-507

CULVERT #2CULVERT #3

5

C-5035

C-503

PROFILE OF PROPOSED ACCESS ROAD

HORIZONTAL : 1" = 30' VERTICAL : 1" = 15'

450

455

460

465

470

475

480

485

490

495

500

505

510

515

520

450

455

460

465

470

475

480

485

490

495

500

505

510

515

520

5+50

454.64

453.7

2

6+00

459.79

458.4

7

464.44

463.2

2

7+00

468.98

467.9

7

472.45

472.7

2

8+00

476.38

477.2

7

480.33

480.1

7

9+00

484.54

484.4

2

489.20

488.6

7

10+00

492.90

492.9

2

496.34

496.8

6

11+00

499.72

500.1

6

503.04

503.1

5

12+00

505.72

506.1

4

509.01

509.1

2

13+00

511.85

512.1

1

13+39.05

9.50%

HIGH POINT ELEV = 500.18HIGH POINT STA = 11+00.24

PVI STA: 10+50.24

PVI ELEV: 497.19K: 39.56

LVC: 100.00

BV

CS:

10+

00.2

4

BV

CE: 492.9

4

EV

CS:

11+

00.2

4

EV

CE: 500.1

8

HIGH POINT ELEV = 479.06HIGH POINT STA = 8+31.24

PVI STA: 8+06.24

PVI ELEV: 478.06K: 9.09

LVC: 50.00

BV

CS:

7+

81.2

4

BV

CE: 475.6

9

EV

CS:

8+

31.2

4

EV

CE: 479.0

6

4.00%8.78%

4.00%

8.50%

5.97%

PROPOSED GRADE

EXISTING GRADE

1 2 3 4 5 6


PROJECT NUMBER:

ARCH "D"24" X 36" (610 x 914)

SHEET TITLE:

SHEET SIZE:

STAMP:


SCALE:

SHEET NO.:

PROJECT PHASE:

A

B

C

D

E

NOT FORCONSTRUCTION

FINAL

04-19-2019

PAM

DAF

DAF

NY-14-0126

UR

BAN

SKI S

OLA

RFA

RM

444

BIG

ISLA

ND

RO

AD,

GO

SHEN

, NY

1092

4



FOREFRONT POWER








Suite 203



DANIEL A. FARNAN












CIVIL PLANS

AND PROFILES

AS SHOWN

C-202

PLAN VIEW

PROFILE VIEW

30 30 60

SCALE : 1" = 30'

0

NM

AT

CH

LIN

E, ST

A. 5+

50 (

SEE S

HEET

C-2

02)

30 30 60

SCALE : 1" = 30'

0 015 15 30

SCALE : 1" = 15'

AutoCAD SHX Text

C:\Civil 3D Projects\2018\18001894A\ForeFront Plans\Civil\C-6-PROFILES.dwg

AutoCAD SHX Text

Printed: 9/30/2020 10:16 AM9/30/2020 10:16 AM

AutoCAD SHX Text

1"

AutoCAD SHX Text

12"

AutoCAD SHX Text

0

15'-0"

℄

12" NYSDOT

SUBBASE COURSETYPE 2 (ITEM 304.12)

2.0% 2.0%4'-0" ROUND V.C.

6" NATIVE SOIL, TO BE SCARIFIEDAND THEN DENSELY COMPACTED

EXISTING GRADE

INSTALL GEOTEXTILESEPARATION, MIRAFI 500X

OR APPROVED EQUAL

PROPOSEDSOLAR

PANELS

SWALE, SEE DETAILTHIS SHEET

PROPOSED

SITE FENCING,SEE DETAIL

XX

SUITABLE BACKFILL(BORROW FROM SITE)

4'-0"

ROUNDV.C.

1 2 3 4 5 6


PROJECT NUMBER:

ARCH "D"24" X 36" (610 x 914)

SHEET TITLE:

SHEET SIZE:

STAMP:


SCALE:

SHEET NO.:

PROJECT PHASE:

A

B

C

D

E

NOT FORCONSTRUCTION

FINAL

04-19-2019

PAM

DAF

DAF

NY-14-0126

UR

BAN

SKI S

OLA

RFA

RM

444

BIG

ISLA

ND

RO

AD,

GO

SHEN

, NY

1092

4



FOREFRONT POWER








Suite 203



DANIEL A. FARNAN












ROAD & GRADING

DETAILS

AS SHOWN

C-501

SCALE:

1

ACCESS ROAD TYPICAL SECTION

NTS

ACCESS ROAD TYPICAL SECTION NOTES:

1. ROUGH GRADE ROAD BED. SCARIFY 6" INTO EXISTING SUBGRADE AND THEN RE-COMPACT NATIVE MATERIAL. PROOF ROLL

SUBGRADE FOR COMPACTION BEFORE INSTALLING SUBBASE.

2. IF SOFT SPOTS OR "HYDRAULIC PUMPING" OCCURS IN SUBGRADE AFTER COMPACTION THE CONTRACTOR SHALL REPORT THE

CONDITION TO THE ENGINEER BEFORE CONSTRUCTING THE ACCESS ROAD. THE ENGINEER SHALL SPECIFY AN UNDERCUT

DEPTH FOR SOFT AREAS IN SUBGRADE. UNDERCUT WILL BE FILLED WITH NYSDOT TYPE II SUBBASE (304.12) AND STATIC

ROLLED TO THE SATISFACTION OF THE ENGINEER.

3. INSTALL GEOTEXTILE SEPARATION, MIRAFI 500X OR EQUAL APPROVED BY THE ENGINEER.

4. COMPACT GRAVEL ROAD TO 95% PROCTOR COMPACTION AT OPTIMAL MOISTURE.

5. VEGETATED SWALE TO CONVEY ROAD DRAINAGE TO STORMWATER MANAGEMENT AREA.

2'-0"

MIN

.

2'-0"

GRADE PER PLAN

SEE ACCESS

ROAD DETAIL

VARIES

1

3

1

SWALE NOTES:

1. USE FOR PERIMETER SWALE TO INTERCEPT UPGRADIENT DRAINAGE AND BYPASS AROUND SITE.

2. USE FOR VEGETATIVE SWALE TO CONVEY ROAD DRAINAGE TO STORMWATER MANAGEMENT AREA.

SEED WITH

CONTRACTOR

GRADE SEED MIX

SCALE:

2

ACCESS ROAD SWALE

NTS

TOPSOIL, SEED, AND MULCH

SUITABLE BACKFILL

YELLOW CABLE WARNING TAPE

12"

12"

12"

4"

6"

ELECTRIC CONDUIT AS REQUIRED

FINE SAND BEDDING

EXISTING GROUND

24"

SCALE:

3

ELECTRIC CONDUIT TRENCH DETAIL

NTS

AutoCAD SHX Text

C:\Civil 3D Projects\2018\18001894A\ForeFront Plans\Civil\C-7-DETAILS.dwg

AutoCAD SHX Text

Printed: 9/30/2020 10:16 AM9/30/2020 10:16 AM

AutoCAD SHX Text

1"

AutoCAD SHX Text

12"

AutoCAD SHX Text

0

1 2 3 4 5 6


PROJECT NUMBER:

ARCH "D"24" X 36" (610 x 914)

SHEET TITLE:

SHEET SIZE:

STAMP:


SCALE:

SHEET NO.:

PROJECT PHASE:

A

B

C

D

E

NOT FORCONSTRUCTION

FINAL

04-19-2019

PAM

DAF

DAF

NY-14-0126

UR

BAN

SKI S

OLA

RFA

RM

444

BIG

ISLA

ND

RO

AD,

GO

SHEN

, NY

1092

4



FOREFRONT POWER








Suite 203



DANIEL A. FARNAN












EROSION & SEDIMENT

CONTROL DETAILS

AS SHOWN

C-502

4'-0"

10'-0"

1'-8"

7'-0"

1"x4" MESHOPENINGS

ALUMINUM WIREFENCE TIES

GROUNDPLATES

GROUNDLINE

ORANGE CONSTRUCTIONFENCE DETAIL

NOT TO SCALE

405/01/17MCNJ-SOIL-EROS-1400

CONSTRUCTION SPECIFICATIONS

PLAN VIEW

EXISTINGPAVEMENT

10' MIN.

10' MIN.

12' MIN.

50'MIN.

12' MIN.

1. STONE SIZE - USE 1-4 INCH ANGULAR CRUSHED STONE, OR RECLAIMED OR

RECYCLED CONCRETE EQUIVALENT.

2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHEREA 30 FOOT MINIMUM LENGTH WOULD APPLY).

3. THICKNESS - NOT LESS THAN SIX (6) INCHES.

4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT

POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLEENTRANCE TO SITE.

5. GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OFSTONE.

6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD

CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING ISIMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.

7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICHWILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLICRIGHTS-OF-WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO

PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.

8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITHSTONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.

9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTEREACH RAIN.

NOT TO SCALE

STABILIZED CONSTRUCTIONENTRANCE DETAIL

- 06/30/17

2

DOWNSLOPE

UPSLOPE

FLOW

NOTES:

1. ALL MATERIAL TO MEET FILTREXX SILTSOX SPECIFICATIONS OR APPROVED EQUAL.

2. COMPOST/SOIL/ROCK/SEED FILL TO MEET APPLICATION REQUIREMENTS.

3. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY ENGINEER.

PLAN VIEW

STAKE 10' ON CENTER

COMPOST FILLED SOCK

3"- 4"

2" X 2" WOODEN STAKE

DEGRADABLE GEOTEXTILE

MESH TUBE WITH COMPOSTFILTER

12"

±

FLOWFLOW

8'8'

1.5 D

D (8" DIA.

TUBE MIN. FORRESIDENTIAL)

(12" TO 32" DIA.TUBE TYP.)

SECTION

DIA. (in.)SLOPE%

2 5 10 20 25 33 50

8 225* 200 100 50 20 - -

12 250 225 125 65 50 40 25

18 275 250 150 70 55 45 30

24 350 275 200 130 100 60 35

32 450 325 275 150 120 75 50

*Length in feet

COMPOST FILTERSOCK DETAIL

NOT TO SCALE


FLOW

BEDDING DETAIL

FLOW

ANCHORING DETAIL

NOTES:

1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR ANDIN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES.

2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, ANDPLACED SO THE BINDINGS ARE HORIZONTAL.

3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO (2) STAKES

OR RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALESHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TOFORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THEBALE.

4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADEPROMPTLY AS NEEDED.

5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SOAS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.

BOUND BALES PLACED ON CONTOUR.

2 RE-BARS, STEEL PICKETS OR 2"X2" STAKESPLACED 1 1/2' TO 2' IN GROUND. DRIVE STAKESFLUSH WITH TOP OF BALE.

ANGLE FIRST STAKE TOWARDSPREVIOUSLY LAID BALE.

4" VERTICALFACE

STRAW BALE DIKE DETAIL

NOT TO SCALE


SANDBAG

AA

PLAN

2 FTTYP.

SECTION A-A

1V:2H ORFLATTERSIDE SLOPE

10 F

T T

YP.

IMPERMEABLESHEETING, 10MILS MIN PLAN SECTION B-B

STAKE(TYP.)

STRAW BALE(TYP.)

BB

IMPERMEABLESHEETING, 10 MILS MIN

STRAW BALE(TYP.)

BINDING WIRE

WOOD ORMETAL STAKES(2 PER BALE)

STAPLES(2 PERBALE)

4 IN

STAPLE DETAIL

2 IN

10 F

T T

YP.

EXCAVATED WASHOUT STRUCTURE

WASHOUT STRUCTURE WITH STRAW BALES

SANDBAGOR EQUIVALENT

NOTE: CAN BE TWO STACKED BALES OR PARTIALLY EXCAVATEDTO REACH 2 FT DEPTH

2FTTYP.

IMPERMEABLESHEETING10 MILSMIN

IMPERMEABLESHEETING 10

MILS MIN

10 FT TYP.

10 FT TYP.18 IN DIA.STEELWIRE


1. LOCATE THE FACILITY A MINIMUM OF 100 FEET FROM DRAINAGE SWALES, STORMDRAIN INLETS, WETLANDS, STREAMS AND OTHER SURFACE WATERS. PREVENTSURFACE WATER FROM ENTERING THE STRUCTURE EXCEPT FOR THE ACCESS ROAD.PROVIDE APPROPRIATE ACCESS WITH A GRAVEL ACCESS ROAD SLOPED DOWN TOTHE STRUCTURE. SIGNS SHALL BE PLACED TO DIRECT DRIVERS TO THE FACILITYAFTER THEIR LOAD IS DISCHARGED.

2. ALL WASHOUT FACILITIES WILL BE LINED TO PREVENT LEACHING OF LIQUIDS INTOTHE GROUND. THE LINER SHALL BE PLASTIC SHEETING WITH A MINIMUM THICKNESSOF 10 MILS WITH NO HOLES OR TEARS, AND ANCHORED BEYOND THE TOP OF THEPIT WITH AN EARTHEN BERM, SAND BAGS, STONE, OR OTHER STRUCTURALAPPURTENANCE EXCEPT AT THE ACCESS POINT.

3. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATERAND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICALDIMENSIONS ARE 8 FEET X 8 FEET X 2 FEET DEEP.

4. IF PRE-FABRICATED WASHOUTS ARE USED THEY MUST ENSURE THE CAPTURE ANDCONTAINMENT OF THE CONCRETE WASH AND BE SIZED BASED ON THE EXPECTEDFREQUENCY OF CONCRETE POURS. THEY SHALL BE SITED AS NOTED IN THELOCATION CRITERIA.

5. ALL CONCRETE WASHOUT FACILITIES SHALL BE INSPECTED DAILY. DAMAGED ORLEAKING FACILITIES SHALL BE DEACTIVATED AND REPAIRED OR REPLACEDIMMEDIATELY. EXCESS RAINWATER THAT HAS ACCUMULATED OVER HARDENEDCONCRETE SHOULD BE PUMPED TO A STABILIZED AREA, SUCH AS A GRASS FILTERSTRIP.

6. ACCUMULATED HARDENED MATERIAL SHALL BE REMOVED WHEN 75% OF THESTORAGE CAPACITY OF THE STRUCTURE IS FILLED. ANY EXCESS WASH WATER SHALLBE PUMPED INTO A CONTAINMENT VESSEL AND PROPERLY DISPOSED OF OFF SITE.

7. DISPOSE OF THE HARDENED MATERIAL OFF-SITE IN A CONSTRUCTION/DEMOLITIONLANDFILL. ON-SITE DISPOSAL MAY BE ALLOWED IF THIS HAS BEEN APPROVED ANDACCEPTED AS PART OF THE PROJECTS SWPPP. IN THAT CASE, THE MATERIAL SHOULDBE RECYCLED AS SPECIFIED, OR BURIED AND COVERED WITH A MINIMUM OF 2 FEETOF CLEAN COMPACTED EARTHFILL THAT IS PERMANENTLY STABILIZED TO PREVENTEROSION.

8. THE PLASTIC LINER SHALL BE REPLACED WITH EACH CLEANING OF THE WASHOUTFACILITY.

9. INSPECT THE PROJECT SITE FREQUENTLY TO ENSURE THAT NO CONCRETEDISCHARGES ARE TAKING PLACE IN NON-DESIGNATED AREAS.

NOT TO SCALE

CONCRETE WASHOUT DETAIL

- 06/30/17

3

STANDARD SYMBOL

10' MAX. C. TO C.

8"

MIN

.

HEIGHT OF FILTER= 16" MIN.

WOVEN WIRE FENCE

(MIN. 1412 GAUGE

W/ MAX. 6" MESHSPACING)

36" MIN. LENGTH FENCE

POSTS DRIVEN MIN. 16"INTO GROUND

SYMBOL

36" MIN. FENCE POST

WOVEN WIRE FENCE (MIN. 1412 GAUGE W/ MAX. 6" MESH

SPACING WITH FILTER CLOTH)

FLOW

FLO

WFL

OW

COMPACTED SOIL

EMBED FILTER CLOTHA MIN. OF 6" IN GROUND

UNDISTURBED GROUND

16"

MIN

.20"

MIN

.

4"


1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES

OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD.

2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH

TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE,

12 1/2 GAUGE, 6" MAXIMUM MESH OPENING.

3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE

OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER MIRAFI

100X, STABILIZAT10N, OR APPROVED EQUIVALENT.

4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED

EQUIVALENT.

5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN

"BULGES" DEVELOP IN THE SILT FENCE.

SF

NOT TO SCALE

SILT FENCE DETAIL

- 06/30/17

1

PERSPECTIVE VIEW

SECTION VIEW

SPACING VARIESDEPENDING ONCHANNEL SLOPE

H

CREST24" MAX

@ CENTER

TOE SLOPE

SAME ELEVATIONA

X

APROFILE H (FT)X = SLOPE (FT/FT)

9" MIN

1.5'MIN.

CUTOFF TRENCHDESIGN BOTTOM

FILTERFABRIC

B

B

SECTION A-A

SECTION B-B

24"

MA

X.

@ C

ENT

ER

6"

18"

21 1

2

11 1

1

SYMBOL


1. STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES,GRADES AND LOCATIONS SHOWN IN THE PLAN.

2. SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CRESTOF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THEUPSTREAM DAM.

3. EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO

PREVENT CUTTING AROUND THE DAM.

4. PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROMSCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE.

5. ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCESBELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM

DISPLACED STONE.

6. MAXIMUM DRAINAGE AREA 2 ACRES.

NOT TO SCALE

CHECK DAM DETAIL

- 06/30/17

8

CUTOFF TRENCH18" WIDE

6" DEEP

FILTER FABRIC

STABILIZED STAGING AREA INSTALLATION NOTES:

1. CONTRACTOR TO COORDINATED LOCATION AND SIZE OF

STAGING AREA WITH APPROVAL FROM THE LOCALJURISDICTION.

2. STABILIZED STAGING AREA SHOULD BE APPROPRIATE FOR THENEEDS OF THE SITE. OVERSIZING RESULTS IN A LARGER AREA TO

STABILIZE FOLLOWING CONSTRUCTION.

3. STAGING AREA SHALL BE INSTALLED PRIOR TO OTHEROPERATIONS ON THE SITE.

4. ADDITIONAL PERIMETER BMPs MAY BE REQUIRED INCLUDING

BUT NOT LIMITED TO SILT FENCE AND CONSTRUCTIONFENCING.

5. STABILIZED STAGING AREA SHALL BE ENLARGED IF NECESSARYTO CONTAIN PARKING, STORAGE, AND UNLOADING/LOADINGOPERATIONS.

6. THE STABILIZED STAGING AREA SHALL BE REMOVED AT THE ENDOF CONSTRUCTION. THE AREA COVERED WITH TOPSOIL,SEEDED AND MULCHED OR OTHERWISE STABILIZED IN AMANNER APPROVED BY LOCAL JURISDICTION.

ONSITECONSTRUCTION

VEHICLEPARKING (IF

NEEDED)

MATERIALSTORAGE

AREA

XX

XX

X X X X

XX

XX

X

XXXX

SILT FENCE OR

CONSTRUCTIONFENCING AS

NEEDED

STABILIZEDCONSTRUCTION

ENTRANCE

SEE DETAIL, THISSHEET

NOT TO SCALE

TYPICAL STABILIZED STAGING AREA

- 4/17/19

6

PER

PLA

N

PER PLAN

NOTES:

1. SEE PLAN FOR APRON DIMENSIONS.2. SIDE SLOPE SHALL BE 2:1 OR FLATTER. THE BOTTOM GRADE SHALL BE LEVEL (0% SLOPE).

THERE SHALL BE NO FALL AT THE END OF APRON TO THE RECEIVING SURFACE.

3'

MIN

1'

S=0.0%

FLOW12"

MIN

La

PLAN

SECTION

RECEIVINGGRADEOR CHANNEL

LIGHT STONE FILL

NYSDOT ITEM 620.03

d

W

NOT TO SCALE

FLARED-END SECTIONPIPE OUTLET DETAIL

- 06/30/17

9

METAL FLARED END

SECTION, SIZE PERPLAN. INSTALL PER

MANUFACTURER SPECS.

CORRUGATED HDPE STORMSEWER PIPE; REFER TO PLANS

FOR SIZE AND LENGTH

MIRAFI 140N FILTERFABRIC UNDER FLAREDEND SECTION & RIPRAP

FINISHEDGRADEVARIES

TOPSOIL

LOOSEN SUBSOIL4" MIN.

UNDISTURBEDAND/OR

COMPACTEDSUBGRADE

4"MIN.

4"MIN.

EXISTINGLAWN

HYDRO MULCH SOILSTABILIZATIONWHERE REQUIRED

LAWN SEED,SEE TABLE

NOT TO SCALE

10TURF ESTABLISHMENT &

RESTORATION DETAIL

PROPOSED CULVERT TABLE & OUTLET RIP RAP SIZE

CULVERT # SIZE TYPELENGTH INV IN: INV OUT: SLOPE STONE "La" STONE "W"

1 15 HDPE 47 415.50 414.00 3.19%

-

-

2 15 HDPE 22 455.25 455.03 1.00% 5 5

3 15 HDPE 22 494.75 494.53 1.00% 5 5

4 24 HDPE 110 414.00 405.50 7.73% 5 5

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1"

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CWS

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EXISTING ROADWAY

1+00

2+00

D

0+00

1+00

1+20

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

DC

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

OH

W

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

AC

420

415

425

415

420

425

410

418

418

420

418

8.00

'

4H

:1V

TOP OF BERM

MICROPOOL

4

H

:

1

V

3H

:1V

413.50

413.50

415.50

415.50

414.50412.50

418.50

418.50

418.50

418.50

418.50

17.0

0'

10.00'

FOREBAY

24" Ø HDPE PIPE - 110 LF(SEE CONTROLSTRUCTURE DETAIL)

INSTALL CONTROLSTRUCTURE. SEEDETAIL, THIS SHEET.

INSTALL RIP-RAP FOROUTLET ANDEMERGENCYOVERFLOW

EMERGENCY OVERFLOWSEE DETAIL

INSTALL 6" OFRIP-RAP WITHIN

FORBAY

BASIN ℄ FORPROFILE BELOW

INSTALL TRASH RACKON ORIFICE

DISTURBED AREAS OUTSIDEOF LIMIT OF POND SHALL BESEEDED WITH MIX #1 (TYP.)SEE SHEET C-003

POND AREA SHALL BESEEDED WITH MIX #2 (TYP.)

SEE SHEET C-003

PROPOSEDCULVERT #1

PROPOSEDCULVERT #4

INSTALL 6" OFRIP-RAP WITHIN

FORBAY

4' Ø MANHOLERIM ELE. =416.00'

INV. OUT = 415.50'

15" Ø F.E.S.INV. IN = 414.00'

24" Ø F.E.S.INV. IN = 405.50'

PROFILE OF DRAINAGE POND SECTION

410

415

420

425

430

410

415

420

425

430

0+00

414.8

9

414.9

8

1+00

418.0

2

1+20

MICROPOOLFORBAY

FINISHGRADE

EXISTINGGRADE

TOP OFBERMEL: 418.50

PROP.CONTROL

STRUCTURE

SPILLWAYBOTTOMEL: 417.00'

24" HDPE

BOTTOM OF POND

EL: 412.50'

1 2 3 4 5 6


PROJECT NUMBER:

ARCH "D"24" X 36" (610 x 914)

SHEET TITLE:

SHEET SIZE:

STAMP:


SCALE:

SHEET NO.:

PROJECT PHASE:

A

B

C

D

E

NOT FORCONSTRUCTION

FINAL

04-19-2019

PAM

DAF

DAF

NY-14-0126

UR

BAN

SKI S

OLA

RFA

RM

444

BIG

ISLA

ND

RO

AD,

GO

SHEN

, NY

1092

4



FOREFRONT POWER








Suite 203



DANIEL A. FARNAN












STORMWATER

BASIN PLAN

AS SHOWN

C-503

N

20 20 40

SCALE : 1" = 20'

0

SCALE:

3

DRAINAGE POND CONTROL STRUCTURE AND EMERGENCY SPILLWAY DETAILS

N.T.S.

BASIN SPILLWAY SECTION DETAILSCALE: N.T.S.

5' SPILLWAY CREST

10' SPILLWAY WIDTH

6" OF RIP-RAP (LIGHT STONE FILL)NYSDOT ITEM 620.03

TOP OF BERMELEV 418.50'

WOVEN GEOTEXTILESEPARATION (MIRAFI 500X

OR APPROVED EQUAL)

SPILLWAY CRESTELEV.= 417.50'

SPILLWAY BOTTOMELEV.= 417.00'

℄

4" Ø ORIFICE (FRONT)

24" SICPP @ 1.0% MIN.

ELEV.= 412.50'6"

3.0' X 3.0'

6" (TYP.)

30"

2" MIN.

MANHOLE STEPS - COPOLYMER

POLYPROPYLENE PLASTICENCAPSULATED #4 ASTM A615

GRADE 60 STEEL REINFORCEMENT

TOP OF FRAME

ELEV: 417.00'

FRAME & GRATE CAST INTOINTEGRAL TOP SLAB,

OFFSET COVER OVER STEPS.

PRECAST CONCRETE STRUCTURENYSDOT TYPE A I.D. = 3' X 3', OR

APPROVED EQUAL FLEXIBLE NEOPRENEBOOT SEAL ASSEMBLY

IN CORED HOLE W/STAINLESS STEEL

BAND CAMP

INV. OUT=414.00'

12" CRUSHED STONE

FINISHEDGRADE

SPILLWAY BOTTOMELEV= 417.00'

TOP OF BERMEL=418.50'

4" ORIFICE WITHTRASH RACK

TOP

BOTTOM

CONTROL STRUCTURE ELEVATION

SPILLWAY CRESTELEV= 417.50'

6" RIP RAP (TYP)

SEE PLAN

CONTROL STRUCTURE SECTION

FINISHED GRADE ATSTRUCTURE FRONT

413.80'

ELEV.= 417.00'

ELEV.= 415.00'

ELEV.= 412.50'

OPENING FOR 24"SICPP OUTLET PIPE

ASSUME STABILIZEDGROUNDWATER

ELEV. 414.00'

4" Ø ORFICE INV. =415.00'

INSTALL TRASH RACK

ASSUMED

GROUNDWATER

ELEV. 414.00'

12" SUMP

ELEV.= 414.00'

24" Ø PIPE (BACK)

NOTES FOR TRASH RACK:

1. TRASH RACK TO BE CENTERED OVER OPENING.(SEE OUTLET STRUCTURES FOR LOCATION.)

2. STEEL TO CONFORM TO ASTM A-36.

3. ALL SURFACES TO BE COATED WITH ZRC COLDGALVANIZING COMPOUND AFTER WELDING.

WELD (TYP.)

2" x 1/4" STEELSTOCK ALL AROUND

1/2" DIAMETER HOLES @ 12" O.C. MAX (TYP.)

ATTACH TO WALL OF OUTLET STRUCTUREW/ 1/2" DIA. x 4" LONG GALVANIZED STEEL ANCHORS.

3 LB/SQ. FT. EXPANDED STEEL GRATE

ON TOP, BOTTOM, AND SIDES.

WELD 1"x 1"x1/8" ANGLE

OVER ALL EDGES (TYP.)

TRASH RACK DETAIL

MICROPOOLBOTTOM ELEV: 413.50'

SCALE:

1

DRAINAGE POND PLAN

N.T.S.

OUTLET TOEXISTING SWALE

6" RIP RAP (TYP)

SEE PLAN

OUTLET INVERT

ELEV = 405.50'

SCALE:

2

DRAINAGE POND PROFILE

N.T.S.

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C:\Civil 3D Projects\2018\18001894A\ForeFront Plans\Civil\C-5-GRADING & ESC PLANS.dwg

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2'-0"

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2'-0"

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1'-5"

34"MIN.

GATE HINGES

TENSION ROD (TYP.)

TENSION BAR

GATE LEAF

GATE POSTS 4" Ø

2'

MA

X.

7'-6"

1'-0"

4'-0"

CONCRETE BASE

12"

MIN.

1 2 3 4 5 6


PROJECT NUMBER:

ARCH "D"24" X 36" (610 x 914)

SHEET TITLE:

SHEET SIZE:

STAMP:


SCALE:

SHEET NO.:

PROJECT PHASE:

A

B

C

D

E

NOT FORCONSTRUCTION

FINAL

04-19-2019

PAM

DAF

DAF

NY-14-0126

UR

BAN

SKI S

OLA

RFA

RM

444

BIG

ISLA

ND

RO

AD,

GO

SHEN

, NY

1092

4



FOREFRONT POWER








Suite 203



DANIEL A. FARNAN












FENCE AND GATE DETAILS

AS SHOWN

C-504

NOTES:

1. WIRE MESH SHALL BE 1-1/4" MESH, 6 GAUGE GALVANIZED (ZINC) COATED STEEL CHAIN LINK FABRIC PER ASTM A392, WITHKNUCKLED SELVAGE ON TOP AND TWIST ON BOTTOM (KT).

2. FENCE FRAMEWORK RAIL AND POST SHALL BE HOT DIP GALVANIZED STEEL PIPE, 16 GAUGE, CLASS 1 ZINC COATED PER ASTM 1043GROUP 1A FOR SCHEDULE 40 ROUND PIPE, WITH REGULAR STEEL YIELD STRENGTH OF 50,000 PSI PER ASTM F1083.

3. BAR LENGTH AND POST HEIGHT ABOVE GRADE PER FENCE HEIGHT AND MANUFACTURER'S SPECIFICATIONS. FENCE HEIGHT ASSPECIFIED ON THE PLAN.

4. END AND CORNER POST TOP SHALL BE DOME SHAPE, IF LEFT EXPOSED. OTHERWISE, CONCRETE FOOTING MAY BE BURIED 6". IFBURIED THE CONTRACTOR SHALL ASSURE THE POST IS EMBEDDED A MINIMUM DEPTH OF 48".

5. OPTIONAL BAR WIRES PER ASTM A121, FACING EXTERIOR OF THE PROPERTY. MESH TYPE & COLOR TO MATCH FENCE.

6. CONCRETE FOOTING WIDTH TO BE (4) X POST WIDTH, MINIMUM DEPTH 48", 3000 PSI CONCRETE.

7. COLOR OF WIRE MESH AS SPECIFIED ON THE PLANS.

48" MIN.

ROUND END &CORNER POST

POST TOP OR CABLE

CHAIN LINK FABRIC,TOP SELVAGEKNUCKLED

4.5" Ø ROUNDEND & CORNER

POST

1 5/8" O.D.TOP RAIL

45° B/W ARM

4" Ø LINE POST

LINE POST TIEGRADE

TENSION WIRE(OPTIONAL)

RAIL TIE

1 5/8" O.D. BRACE RAIL

BOTTOM SELVAGE

TWISTED

HOG RING

TENSION BAND

CONCRETE FOOTINGAT ALL CORNERS AND

GREATER THEN 45°TURNS/BENDS IN FENCE

ADJUSTABLETRUSS ROD

TURNBUCKLE

TENSION BAR

7'-0"

10'-0" MAX. SPACING

6" MIN.

10'

CL DOUBLE GATE

NOTES:

1. WIRE MESH SHALL BE 2" MESH 9 GAUGE GALVANIZED (ZINC) COATED STEEL CHAIN LINK FABRIC, WITH KNUCKLED SELVAGE (KK) ON BOTH TOP AND BOTTOM.

2. FENCE FRAMEWORK RAIL AND POSTS SHALL BE HOT DIP GALVANIZED STEEL PIPE, 16 GAUGE, CLASS 1 ZINC COATED PER ASTM 1043 GORUP 1A FOR SCHEDULE 40 ROUND PIPE,WITH REGULAR STEEL YIELD STRENGTH OF 30,000 PSI PER ASTM F1083.

3. BAR LENGTH AND POST HEIGHT ABOVE GRADE PER FENCE HEIGHT AND MANUFACTURER'S SPECIFICATIONS. FENCE HEIGHT AS SPECIFIED ON THE PLAN.

4. END AND CORNER POST TOP SHALL BE DOME SHAPE. , IF LEFT EXPOSED. OTHERWISE, CONCRETE FOOTING MAY BE BURIED 6". IF BURIED THE CONTRACTOR SHALL ASSURE THE POST IS EMBEDDED A MINIMUM DEPTH OF 48".

5. FOOTING WIDTH TO BE (4) X POST WIDTH, MINIMUM DEPTH 48", CLASS "A" 3000 PSI CONCRETE.

6. MESH TYPE & COLOR TO MATCH FENCE.

7. BARBED WIRE NOT SHOWN FOR CLARITY.

48" MIN.

TYPICAL TERMINALSECTION

2" O.D. WELDED FRAMEAND CROSS MEMBERS

STRETCHER BAR

6-5/8" O.D. GATE POST(TYP. BOTH SIDES)

TRUSS ROD WITHTURNBUCKLE

1/4" GUSSET PLATE W/EYE TOSECURE TRUSS ROD (TYP.)

PLUNGER CATCHCONCRETE FOOTING

CATCH AND LATCH

PLUNGER BAR

7'-0"

GATE HINGE

6" MIN.

DRIVEN IN-LINE POSTSBETWEEN CORNERS AND

TURNS/BENDS UNDER 22.5°

48" MIN.

6" MIN.

48" MIN.

NOT TO SCALE

CHAIN LINK FENCE DOUBLE GATE DETAIL

- 10/31/18

1

NOT TO SCALE

GALVANIZED STEEL CHAIN LINK FENCE (SECURITY) DETAIL- 10/31/18

2

POSTS SHALL BE SET IN

CONCRETE AT EVERY END,CORNER, TURN AND/ORBENDS OVER 22.5°

NOT TO SCALE

EMERGENCY MAN GATE

_ _

3

NOT TO SCALE

FENCE GROUNDING & ISOLATION DETAIL

_ _

4

5 SPLICE PLATEDETAIL 6 STRAP PLATE

DETAIL

7 AIMS "PLUG BOLT W/STRAP PLATE" DETAIL

GENERAL NOTES

1. EXPOSED FENCE GEC'S AND CLAMPS SHALL BE INSTALLED WITHIN FENCE PERIMETER.

2. FENCES SHALL BE GROUNDED AT EACH SIDE OF A GATE OR OPENING. GROUND ALL GATE

POSTS.

3. RODS AND GEC SHALL BE BURIED 24" OUTSIDE FENCE PERIMETER.

4. WHERE MEDIUM VOLTAGE AND ABOVE OVERHEAD CROSSES THE FENCES, THE FENCE SHALL BE

GROUNDED WITHIN 50' OF THE EASEMENT CROSSING ON EITHER SIDE. IF THERE IS NO

EASEMENT, THE FENCE SHALL BE GROUNDED WITHIN 50' OF THE CROSSING ON EITHER SIDE.

GROUND RODS SHALL BE PLACED EVERY 50' INSIDE THE GROUNDED SECTION. FENCES SHALL

CONTAIN AN ISOLATION JOINT AT THE END OF THE GROUNDED SECTION.

5. SEE ELECTRICAL PLANS FOR FENCE GROUNDING LOCATIONS

GENERAL NOTES

1. GATES AND GROUND RODS SHALL BE BONDED TOGETHER WITH #2 BARE COPPER.

2. FLEXIBLE GROUND WITH COMPRESSION LUGS TO PIPE CLAMPS, FENCE GATE ASSEMBLY AS

MANUFACTURED BY HARGER, OR EQUAL. BRAID WITH COMPATIBLE PIPE CLAMPS BY BURNDY

ALSO ACCEPTABLE.

3. PROVIDE POST CLAMP TO TOP RAIL.

4. #6 BARE COPPER WIRE, TYPICAL UNLESS NOTED OTHERWISE.

5. PROVIDE FENCE FABRIC GROUNDING CLAMPS SUCH AS MODEL 'FGC' AS MANUFACTURED BY

HARGER, OR EQUAL.

6. PROVIDE FENCE POST CLAMP BY ERICO, HARGER, OR EQUAL.

7. GROUND ROD BONDED TO BARE COPPER WITH EXOTHERMIC WELD OR IRREVERSIBLE CRIMP

STYLE.

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N.G.R. EQUIPMENT

25'-0"

8'-7"

TRANSFORMERAND INVERTER

EQUIPMENT

PROPOSEDCONCRETE SLAB

1 2 3 4 5 6


PROJECT NUMBER:

ARCH "D"24" X 36" (610 x 914)

SHEET TITLE:

SHEET SIZE:

STAMP:


SCALE:

SHEET NO.:

PROJECT PHASE:

A

B

C

D

E

NOT FORCONSTRUCTION

FINAL

04-19-2019

PAM

DAF

DAF

NY-14-0126

UR

BAN

SKI S

OLA

RFA

RM

444

BIG

ISLA

ND

RO

AD,

GO

SHEN

, NY

1092

4



FOREFRONT POWER








Suite 203



DANIEL A. FARNAN












MISC. DETAILS

AS SHOWN

C-505

3'-0"25°'

1'-0"

6'-7"

COMBINER

BOX

STEEL PILE

(TYP.)

380 W SOLAR PANEL

MODULE (TYP.)

2' (MIN.)

EXISTING

GROUND

NOT TO SCALE

SOLAR PANEL REFERENCE DETAIL

- 10/31/18

1

SCALE:

2

INVERTER EQUIPMENT - SAMPLE

NTS

EQUIPMENT NOTE:

1. THIS DETAIL IS FOR REFERENCE ONLY.

ACTUAL EQUIPMENT TO INSTALLED AT

SITE WILL BE SHOWN AND DETAILED IN

"ELECTRICAL DRAWINGS PACKAGE".

SEEPANELNOTE 3

PANEL NOTE:

1. THIS DETAIL IS FOR REFERENCE ONLY.

2. ASSUMED PANEL DESIGN TO BE

INCLUDED WITH ELECTRICAL DRAWING

PACKAGE.

3. FINAL DIMENSION SHALL BE DESIGNED

BY A NEW YORK STATE PROFESSIONAL

ENGINEER PRIOR TO CONSTRUCTION

AND BE IN ACCORDANCE WITH ALL

LOCAL AND STATE STANDARDS.

FOUNDATION NOTES:

1. FOUNDATION DESIGN TO BE PROVIDED

IN "STRUCTURAL DRAWING PACKAGE"

BY OTHERS.

2. FOUNDATION SHALL BE DESIGNED BY A





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1 2 3 4 5 6


PROJECT NUMBER:

ARCH "D"24" X 36" (610 x 914)

SHEET TITLE:

SHEET SIZE:

STAMP:


SCALE:

SHEET NO.:

PROJECT PHASE:

A

B

C

D

E

NOT FORCONSTRUCTION

FINAL

04-19-2019

PAM

DAF

DAF

NY-14-0126

UR

BAN

SKI S

OLA

RFA

RM

444

BIG

ISLA

ND

RO

AD,

GO

SHEN

, NY

1092

4



FOREFRONT POWER








Suite 203



DANIEL A. FARNAN












LANDSCAPE DETAILS

AS SHOWN

C-506

NOT TO SCALE

PERENNIAL PLANTING DETAIL02/01/18

TYP. SPACING PLAN

VARIES SEE PLANT SCHEDULE

PLANTING MIXTURE

MULCH

PERENNIALS

PLANT ROW

PLANT CENTER

3

NOT TO SCALE

CONIFEROUS TREE PLANTING

-

1

VARIES

18"MIN. 18"MIN.

3" SHREDDED HARDWOOD BARKMULCH (LICORICE COLOR)

3" SAUCER RIM

FINISHED GRADE

TOPSOIL

REMOVE ALL ROPE FROM TRUNK &

TOP OF ROOT BALL. FOLD BURLAPBACK 1/3 FROM TOP OF ROOT BALL.

PREPARED BACKFILL MIX; SEEGENERAL PLANTING NOTE No. 10

IF PLANT IS SHIPPED WITH A WIREBASKET REMOVE COMPLETELY.

PLACE ROOT BALL ONUNEXCAVATED OR TAMPED

SOIL

NOT TO SCALE

SHRUB PLANTING DETAIL2

STAKES TO BE OUTSIDE OF TREE PIT.TREE, DRIVEN IN AT A 25° ANGLE;3" Ø X 2'-0" CEDAR STAKES, 3 PER

CLAMPS.SECURE ALL ENDS OF CABLE W/ GALV.HOSE TO ENCASE CABLE AROUND TRUNK.OF TREE. PROVIDE REINFORCED RUBBER1/8" GALV. STEEL CABLES @ 2/3 HEIGHTSPACED AROUND ROOTBALL. ATTACHINSTALL 3 GUYS PER TREE EQUALLY

NOTES:TREE SHALL BEAR SAME RELATIONSHIPTO FINISH GRADE AS IN THE NURSERY.NEVER CUT A LEADER.TREE SHALL BE PLUMB & STRAIGHT.

4" GALV. TURNBUCKLE EA. CABLE

3" DEPTH PINE BARK MULCH;PULL MULCH AWAY FROM TRUNK.

3" HT. PLANTING MIX SAUCER

UNDISTURBED SUBGRADE

AMENDED PLANTING MIX, COMPACTED

NATIVE SOIL DRAINAGE MOUND,COMPACTED TO 92%

CUT ROPE SURROUNDING BOTTOM OF TRUNK AFTER BACKFILLING BUT BEFOREMULCHING. DO NOT REMOVE BURLAP.

F.G.

TYP.2'-0"

12"

PLANT DETAIL NOTES:

1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. MULCH SHALL NOTTOUCH THE TREE TRUNK.

2. PLANTING DEPTH SHALL BE THE SAME OR HIGHER AS GROWN IN NURSERY.

3. WIRE BASKETS AND NON-JUTE BURLAP MUST BE ENTIRELY REMOVED FROM THE ROOT BALL. JUTEBURLAP MUST BE REMOVED FROM THE TOP 1/3 OF THE ROOT BALL.

4. DEPTH OF PLANT PIT SHALL BE INCREASED BY 12" WHEREVER POOR SOIL CONDITIONS OCCUR,WITH THE ADDITION OF LOOSE AGGREGATE.

5. CONTRACTOR SHALL PARTIALLY FILL WITH WATER A REPRESENTATIVE NUMBER OF PITS IN EACH

AREA OF THE PROJECT PRIOR TO PLANTING TO DETERMINE IF THERE IS ADEQUATE PERCOLATION. IFPIT DOESN'T PERCOLATE, MEASURES MUST BE TAKEN TO ASSURE PROPER DRAINAGE BEFOREPLANTING.

6. BACKFILL MIXTURE TO BE SPECIFIED BASED UPON SOIL TEST AND CULTURAL REQUIREMENTS OF PLANT.

7. PRUNE DAMAGED AND CONFLICTING BRANCHES MAINTAINING NORMAL TREE SHAPE, NEVER CUT

CENTRAL TRUNK OR LEADER.

GENERAL PLANTING NOTES:

1. LOCATIONS OF ALL PLANT MATERIAL AND PLANTING BED OUTLINES IS APPROXIMATEAND MAY VARY DUE TO THE LOCATIONS OF SITE IMPROVEMENTS.

2. ALL DISTURBED AREAS ON-SITE SHALL BE STABILIZED WITH SEED. REFER TO SEED MIXESON SHEET C-003.

3. ALL PLANT MATERIAL SHALL CONFORM TO GUIDELINES AS SET FORTH IN THE LATEST

EDITION OF THE AMERICAN ASSOCIATION OF NURSERYMEN'S STANDARD FORNURSERY STOCK OR THE PLANT MATERIAL WILL BE UNACCEPTABLE. ALL PLANTMATERIAL SHALL BE TRUE TO SPECIES, VARIETY, SIZE AND BE CERTIFIED DISEASE ANDINSECT FREE. THE OWNER AND/OR THE LANDSCAPE ARCHITECT RESERVES THE RIGHTTO APPROVE ALL PLANT MATERIAL ON SITE PRIOR TO INSTALLATION.

4. NO PLANT SUBSTITUTIONS SHALL BE PERMITTED WITH REGARD TO SIZE, SPECIES, ORVARIETY WITHOUT WRITTEN PERMISSION OF THE THE LANDSCAPE ARCHITECT.WRITTEN PROOF OF PLANT MATERIAL UNAVAILABILITY MUST BE DOCUMENTED.

5. THE PLANTING PLAN SHALL TAKE PRECEDENCE OVER THE PLANT SCHEDULE SHOULDANY PLANT QUANTITY DISCREPANCIES OCCUR.

6. ALL PLANT MATERIAL SHALL BE PROPERLY INSTALLED IN CONFORMANCE WITH THETYPICAL PLANTING DETAILS. INSTALL ALL PLANT MATERIAL ON UNDISTURBED GRADE.CUT AND REMOVE JUTE BURLAP FROM TOP ONE-THIRD OF THE ROOT BALL. WIREBASKETS AND AND NOT JUTE BURLAP SHALL BE COMPLETELY REMOVED PRIOR TOBACKFILLING THE PLANT PIT.

7. BRANCHES OF DECIDUOUS TREES SHALL BE PRUNED BACK BY NO MORE THAN ONEQUARTER (1/4) TO BALANCE THE TOP GROWTH WITH ROOTS AND TO PRESERVETHEIR CHARACTER AND SHAPE. THE CENTRAL LEADER OF TREE SHALL NOT BEPRUNED.

8. PROVIDE PLANTING PITS AS INDICATED ON PLANTING DETAILS. BACKFILL PLANTINGPITS WITH ONE PART EACH OF TOPSOIL, PEAT MOSS AND PARENT MATERIAL. IF WET

SOIL CONDITIONS EXIST THEN PLANTING PITS SHALL BE EXCAVATED AN ADDITIONAL12" AND FILLED WITH CRUSHED STONE.

9. ALL PLANT MATERIAL SHALL BEAR THE SAME RELATION TO FINISHED GRADE AS ITBORE TO EXISTING GRADE AT NURSERY.

10. OPTIMUM PLANTING TIME:

DECIDUOUS - APRIL 1 TO JUNE 1 & OCTOBER 15 TO NOVEMBER 30.CONIFEROUS - APRIL 1 TO JUNE 1 & SEPTEMBER 1 TO NOVEMBER 1.

11. NEWLY INSTALLED PLANT MATERIAL SHALL BE WATERED AT THE TIME OFINSTALLATION. REGULAR WATERING SHALL BE PROVIDED TO ENSURE THEESTABLISHMENT, GROWTH AND SURVIVAL OF ALL PLANTS. WATER AMOUNTS SHOULD

BE ADJUSTED AS RAIN EVENTS OCCUR.

12. ALL PLANT MATERIAL SHALL BE GUARANTEED FOR TWO YEARS AFTER THE DATE OFFINAL ACCEPTANCE. ANY PLANT MATERIAL THAT DIES WITHIN THAT TIME PERIODSHALL BE REMOVED, INCLUDING THE STUMP, AND REPLACED BY A PLANT OF SIMILAR

SIZE AND SPECIES AT NO EXPENSE TO THE OWNER.

13. ALL DISTURBED LAWN AREAS SHALL BE STABILIZED WITH SEED AS INDICATED ON THELANDSCAPE PLANS. PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH THESEEDING NOTES ON SHEET C-003.

14. ALL EXISTING TREES TO BE PRESERVED ON SITE SHALL BE PROTECTED AGAINST

CONSTRUCTION DAMAGE BY SNOW FENCING. ALL FENCING SHALL BE PLACEDOUTSIDE THE INDIVIDUAL TREE CANOPY. ALL TREES TO REMAIN SHALL BE IDENTIFIEDIN THE FIELD PRIOR TO COMMENCEMENT OF CONSTRUCTION, TREE PROTECTIONFENCING SHALL BE INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION,GRADING OR CLEARING. ALL EXISTING VEGETATION BEING PRESERVED AND LOCATED

AT THE EDGE OF THE NEW TREELINE, SHALL BE PRUNED AND TRIMMED TO REMOVEALL DEAD, DISEASED, OR DAMAGED BRANCHES.

15. ALL PLANTING DEBRIS (WIRE, TWINE, RUBBER HOSE, BACKFILL ETC.) SHALL BEREMOVED FROM THE SITE AFTER PLANTING IS COMPLETE. PROPERTY IS TO BE LEFT IN ANEAT ORDERLY CONDITION IN ACCORDANCE WITH ACCEPTED PLANTING

PRACTICES.

SITE PLANTING SCHEDULE

KEY QTY.BOTANICAL

NAMECOMMON

NAMEHEIGHT CALIPER SPREAD ROOT REMARKS

EVERGREEN TREES

PA 103 PICEA ABIESNORWAY

SPRUCE6' -7' B & B

STRAIGHT LEADER /

TYP. SPECIES HABIT

PS 51PINUS

STROBUSEASTERN

WHITE PINE6' -7' B & B

STRAIGHT LEADER /TYP. SPECIES HABIT

SHRUBS

IGD 150ILEX GLABRA

'DENSA'DENSEHOLLY

24" - 30" CONT. TYPICAL SPECIES HABIT

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ROOT BALL

DC

DC DC DC

DC

DC

DC

AC

AC

AC

AC

AC

AC

AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC AC

DC

DC

DC

DC

DC

DC

DC

DC

10'-0

"

10'-0"

8'-0"

40'-0"

PROPOSED BATTERYCONTAINER

PROPOSED RETAINING WALLAND BATTERY CONTAINER PAD

PROPOSED BATTERY CONTAINERACCESS TURN-AROUND (TYP.)

PROPOSED ACCESSROAD

2A-A

3B-B

3B-B

2A-A

PROPOSED CONCRETESUPPORT FOUNDATIONS FORBATTERY CONTAINER (TYP.)

PROPOSEDINVERTER

PROPOSED DC/DC CONVERTERS(APPROXIMATE LOCATION)

PROPOSED BATTERY CONTAINER

PROPOSED BATTERYCONTAINERACCESS TURNAROUND

PROPOSED CONCRETESUPPORT FOUNDATION FORBATTERY CONTAINER (TYP.)

PROPOSED RETAININGWALL

FINISHED GRADE

PROPOSED GRAVEL PAD FOR

BATTERY CONTAINER

12" NYSDOT SUBBASECOURSE TYPE 2 (ITEM 304.12)

EXISTING GRADE

PROPOSED

STORMWATER SWALE

EXISTING SUBGRADE, TO BE SCARIFIED 6"AND DENSELY COMPACTED

PROPOSED BATTERY CONTAINER

PROPOSED BATTERYCONTAINERACCESS TURNAROUND

PROPOSED CONCRETESUPPORT FOUNDATION FOR

BATTERY CONTAINER (TYP.)

PROPOSED RETAININGWALL

FINISHED GRADE

PROPOSED GRAVEL PAD FOR

BATTERY CONTAINER

12" NYSDOT

SUBBASE COURSETYPE 2 (ITEM 304.12)

EXISTING GRADE

EXISTING SUBGRADE, TO BE SCARIFIED 6"

AND DENSELY COMPACTED

1 2 3 4 5 6


PROJECT NUMBER:

ARCH "D"24" X 36" (610 x 914)

SHEET TITLE:

SHEET SIZE:

STAMP:


SCALE:

SHEET NO.:

PROJECT PHASE:

A

B

C

D

E

NOT FORCONSTRUCTION

FINAL

04-19-2019

PAM

DAF

DAF

NY-14-0126

UR

BAN

SKI S

OLA

RFA

RM

444

BIG

ISLA

ND

RO

AD,

GO

SHEN

, NY

1092

4



FOREFRONT POWER








Suite 203



DANIEL A. FARNAN












BATTERY CONTAINER

EQUIPMENT DETAILS

AS SHOWN

C-507

SCALE:

1

TYPICAL BATTERY CONTAINER DETAIL

NTS

SCALE:

2

TYPICAL BATTERY CONTAINER PAD - SECTION A-A

NTS

SCALE:

3

TYPICAL BATTERY CONTAINER PAD - SECTION B-B

NTS

2

C-505

1

C-501

FOUNDATION NOTES:

1. FOUNDATIONS FOR CONTAINERS SHALL

BE IN ACCORDANCE WITH

MANUFACTURERS SPECIFICATIONS AND

THE "STRUCTURAL DRAWING PACKAGE"

BY OTHERS.

2. FOUNDATION SHALL BE DESIGNED BY A





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