30' F.Y. SETBAC

K

10' S.Y.SETBACK

30' F.Y. SETBAC

K

30' F.Y. SETBAC

K

30' F.Y. SETBAC

K

10' S.Y.SETBACK

PROPOSEDRESIDENCEFF EL. 100.00BSMT. EL. 90.0

PROPOSEDRESIDENCEFF EL. 100.00BSMT. EL. 90.00

STABLIZEDCONSTRUCTIONEXTRANCE (TYP)

PRO

POSE

D D

RIV

E

PRO

POSE

D D

RIV

E

Lot 2

Lot 1

PORCHPORCH

DECKDECK

R/L

SCALE: NONE

STANDARD H-10 CULTEC CHAMBER SYSTEMTYPICAL CROSS SECTION RECHARGER 180

integratedplot plan1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE.

3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, THEN STABILIZED WITH VEGETATION

SOIL STOCKPILING DETAILN.T.S.

WITH VEGETATION OR COVER

MIN. SLOPE

2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2.

OR COVERED.

STABILIZE ENTIRE PILE

STRAWBALES OR SILTFENCE

INSTALLATION NOTES

MIN. SLOPE

SLOPE OR LESS1

2

STABILIZED CONSTRUCTION ENTRANCE

DETAIL: INLET PROTECTION

CAMPBELL PATTERN 1365A(SQUARE FLANGE) OR

SURFACE INLET (SI)

3'-0"

6"PRECAST CONC. STRUCTURE

6"CRUSHED STONE ORGRAVEL BEDDING

CAMPBELL PATTERN 2815PLAN(SQUARE FLANGE) OR

APPROVED EQUAL

CLASS B CONC.BASE (3000 LB.)

6"

DRIVEWAY DRAIN/ SI DETAILSECTION

N.T.S.

2'-0" SQ.

12" SUMP

EL.VARIES

APPROVED EQUAL

EL.VARIES

CAMPBELL FOUNDRY(SQUARE FLANGE) ORAPPROVED EQUAL

DRIVEWAY INLET (DI)

3'-0"

3'-0" 3'-0"

SCALE: 1"=20'PLAN

SEDIMENT & EROSION CONTROL NOTES

ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN CONFORMANCE WITH THENEW YORK STATE MANUAL FOR EROSION AND SEDIMENT CONTROL.

THE TOWN ENGINEER MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES IF DEEMEDAPPROPRIATE TO MITIGATE UNFORSEEN SILTATION AND EROSION OF DISTURBED SOILS.

EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OFCONSTRUCTION WITHIN A SPECIFIC WORK AREA. THE CONTRACTOR SHALL BERESPONSIBLE FOR THE MAINTENANCE AND/ OR REPLACEMENT OF CONTROL MEASURES ASREQUIRED THROUGHOUT THE DURATION OF CONSTRUCTION.

ALL EROSION CONTROLS SHALL BE INSPECTED IMMEDIATELY AFTER A RAINFALL EVENT ANDON A WEEKLY BASIS. ANY DAMAGED CONTROLS SHALL BE IMMEDIATELY REPAIRED ORREPLACED AS REQUIRED.

IF ANY DISTURBED AREAS ARE TO REMAIN IDLE FOR A PERIOD OF SEVEN (7) DAYS OR MORE,THE AREA SHALL BE TEMPORARILY STABILIZED WITH TEMPORARY SEEDING AND MULCHING.

UPON COMPLETION OF CONSTRUCTION, ALL TEMPORARY EROSION CONTROL MEASURESSHALL BE REMOVED AND THE DRAINAGE FACILITIES SHALL BE COMPLETELY CLEANED OFSEDIMENTS AND DEBRIS.

TREE PROTECTION SHALL BE PROVIDED FOR ANY SIGNIFICANT TREE TO REMAIN WITHIN 15'OF THE WORK AREA. THE TREE PROTECTION SHALL BE INSTALLED GENERALLY AT THE DRIPLINE OF THE TREE.

DETAIL: SILT FENCE

MANUFACTURED BY MIRIFI INC. OR APPROVED 1. FILTER FABRIC TO BE MIRIFI 100X AS

AS MANUFACTURED BY MIRIFI OR APPROVED EQUAL2. PREASSEMBLED SECTIONS SUCH AS ENVIRONFENCE

N.T.S.

ARE ACCEPTABLE.

EQUAL.

BACKFILL WITH 1/2" GRAVEL.LAY FABRIC IN 6" X 6" TRENCH

FLOW

NOTE:

2'

4'

6' O.C.

ATTACH FILTER FABRICTO POSTS

0.28 acres

Sec: 108.01 Blk: 5 Lot: 51

24 Glendale Avenue(Town of North Castle)Armonk, NY 10504

Site Area:

Designation:

Location:

Existing property, topography, and site features based upon a planentitled "Topographic Survey of Property Prepared for Francis andDeirdre McManus", surveyed April 23, 2012 and Prepared by John J.Muldoon.

The site does not contain any wetlands nor any wetlands setbacks. Inaddition, the site does not contain any Town regulated steep slopesnor floodplains.

There are no existing or proposed SSTS within 100 feet at an elevationor within 200 feet at a higher elevation and in direct line of drainage ofthe proposed well location.

There are no known sources of contamination within 200 feel of theproposed well.

SITE

McManusSUBDIVISION

19 Glendale Avenue

LOCATION PLAN

UNAUTHORIZED ALTERATIONS AND ADDITIONS TOTHIS DRAWING IS A VIOLATION OF SECTION 7209(2)OF THE NEW YORK STATE EDUCATION LAW.

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IPP-15788

AS SHOWN

Westchester Co., NYTown of North Castle

18' total

25' ±

30'

8' min./

30'

PROPOSED LOT 1

2PARKING CARS

ZONE: R-5 ONE FAMILY RESIDENCE DISTRICT (5,000 sq. ft.)

30'

30'

8' min./

30'

100'

50'

FRONT:

MIN. DEPTH:

MIN. WIDTH:

MIN. LOT AREA:

MIN. YARDS:

MAX BLDG HEIGHT:

5,000 sq. ft.

SIDES:

REAR:

ZONING DATA

REQUIRED

18' total

25' ±

30'

8' min./

30'

PROPOSED LOT 2

18' total

125'

50'

6,191.927 sq. ft.

125'

50'

6,191.927 sq. ft.

1

75% OFWETLANDAREA (AC)

WETLANDAREA(AC)

LOTAREA(S.F.)

LOTNO.

LOT AREA SCHEDULE

STEEP SLOPEAREA(AC)

50% STEEPSLOPE AREA

(AC)

NET AREA(AC)

6,191 0.00 0.00 0.00 0.00

2 0.000.006,191 0.00 0.00

CONTIGUOUSBUILDABLE AREA

(SF)(MIN = 4,500 SF)

9/9/15

for

2 1/22 1/2MAX STORIES: 2 1/2

Approved by Town of North Castle Planning BoardResolution, Dated _____________.

________________________________Date________Art AdelmanPlanning Board ChairTown of North Castle Planning Board

Engineering Drawings and Conservation PlansApproved by Town Engineer

________________________________Date_________Joseph Cermele, P.E.Kellard Sessions Consulting, P.C.Consulting Town Engineers

DETAIL: STONE FLOW DISSIPATER

50

NTS

RIP-RAPAPRONd = 9" MIN

FINISHED GRADE

DRY STONE RIP-RAP DEPRESSION6" MIN. DEEP, 18" WIDE X 36" LONG

PUMPED FOOTINGDRAIN DISCHARGE

FILTER FABRIC

DRY STONE RIP-RAP APRONTO EXTEND 18" MIN.BEYOND DEPRESSION

SITE DATA

Francis and Deirdre McManus19 Glendale AvenueArmonk, NY 10504

Owner:

DETAIL: DRILLED WELL

( MIN. 10' INTO ROCK)

48" MIN.18" COVER MIN.

10" MIN.

FROM WELLDRAIN AWAYSLOPE GRADE TO

INTO BEDROCKFROM SURFACE TO 10'GROUT TO BE CONTINUOUS

AIR TUBEW/ ATTACHEDRISER PIPEGALVANIZED STEEL

SAFETY CHAIN

STEEL CASING - 50' MIN.

CONDUITELECTRICAL

PITLESS ADAPTER

2" PVC WATER LINE

WIREELECTRICAL

PUMPSUBMERSIBLE

BEDROCK

BOTTOM OF WELL

CLEARANCE18" MIN.

SANITARY WELL CAPVERMIN PROOFWATER TIGHT AND

W/ CHECK VALVE

INSTALLATION NOTES:

1. PLACE BALES OF STRAW WITH ENDS TIGHTLY ABUTTING OTHERBALES TO SURROUND THE INLET. WHERE SLOPE AND SPACE PERMIT,ESTABLISH THE LINE OF BALES 2 TO 10 FEET AWAY FROM THE INLET.ANCHOR BALES IN PLACE BY DRIVING REBARS OR 2" X 2" STAKESTHROUGH THE BALES. SUPPLEMENT WITH GRAVEL, PILES AGAINSTTHE BALES.

2. SEDIMENT SHALL BE REMOVED AND THE TRAP RESTORED TO ITSORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATEDTO 1/2 THE DESIGN DEPTH OF THE TRAP. REMOVED SEDIMENT SHALLBE DEPOSITED IN A SUITABLE AREA AND IN SUCH A MANNER THAT ITWILL NOT ERODE.

3. THE STRUCTURE SHALL BE INSPECTED AFTER EACH RAIN ANDREPAIRS MADE AS NEEDED.

4. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH AMANNER THAT EROSION AND WATER POLLUTION SHALL BEMINIMIZED.

5. THE SEDIMENT TRAP SHALL BE REMOVED AND THE AREASTABILIZED WHEN THE REMAINING DRAINAGE AREA HAS BEENPROPERLY STABILIZED.

6,191

6,191

6,191

6,191

2 2

House Construction Sequence Notes

It is the Owners intention to construct the new residence onParcel 1 first while maintaining the existing residence. Uponcompletion of construction, prior to the issuance of the FinalCertificate of Occupancy, the existing residence must bedemolished and removed.

In no event shall either lot be sold individually until such time asthe existing residence is demolished and removed.

30' F.Y. SETBAC

K

10' S.Y.SETBACK

30' F.Y. SETBAC

K30' F.Y. SETBA

CK

30' F.Y. SETBAC

K

10' S.Y.SETBACK