445 JAMES STREET, LLC

(1)

COVER SHEET

01_COVER.DWG

1 N.T.S.

USGS MAP (EASTON, PA, NJ QUAD)

SCALE 1"=800'

SCALE 1"=100'

TAX MAP (SHEET 23)

ZONING MAP (DISTRICT R-50)

SCALE 1"=500'

SITE

ENGINEERING & LAND PLANNING ASSOCIATES, INC.

140 WEST MAIN STREET, HIGH BRIDGE, NEW JERSEY 08829

PLAN INDEX

SHEET No.

TITLE

PREPARED BY

MINOR SUBDIVISION PLAN

TOWN OF PHILLIPSBURG, WARREN COUNTY, NEW JERSEY

445 JAMES STREET, LLC

200' RADIUS

SITE

OUTSIDE AGENCY APPROVALS:

1. WARREN COUNTY PLANNING BOARD

2. WARREN COUNTY SOIL CONSERVATION DISTRICT

BLOCK: 2307 LOT: 5

200' RADIUS

DATE BY JOB NO.:

0120091

CHRISTOPHER NUSSER N.J. P.E. NO. 24GE04902500

NEW JERSEY

FILENAME: DATE: CHECKED: DESIGNED: SCALE: TITLE: DRAWING NO.: PROJECT: DATE PROFESSIONAL ENGINEER FAX. 908-238-9572 PH. 908-238-0544 140 WEST MAIN STREET

A PROFESSIONAL ASSOCIATION

HIGH BRIDGE, NJ 08829

NO.

AAP

CRN

CERTIFICATE OF AUTHORIZATION NO.: 24GA28021500 EXP. 8/31/2020

445 JAMES STREET

BLOCK 2307 LOT 5

TOWN OF PHILLIPSBURG

REVISION

COPYRIGHT 2020 ENGINEERING & LAND PLANNING ASSOC., INC. ALL RIGHTS RESERVED. THE COPY OR REUSE OF THIS DOCUMENT OR ANY PORTION THEREOF IS PROHIBITED WITHOUT THE WRITTEN CONSENT OF ENGINEERING & LAND PLANNING ASSOC., INC. THIS DRAWING IS THE SOLE PROPERTY OF ENGINEERING & LAND PLANNING ASSOC., INC. AND HAS BEEN PREPARED SPECIFICALLY FOR USE BY THE OWNER OF THIS PROJECT AT THIS SITE. IT IS NOT TO BE USED BY ANY OTHER PERSON OR FOR ANY OTHER PURPOSE OR LOCATION WITHOUT THE WRITTEN CONSENT OF ENGINEERING & LAND PLANNING ASSOC., INC.

WARREN COUNTY

06/30/2020

7 06/30/2020

ADDITIONAL PARTIES TO BE NOTIFIED

PROPERTY OWNER

ADDRESS

VERIZON TELEPHONE SERVICE 1252 ROUTE 22 PHILLIPSBURG, NJ

08865

GPU ELECTRIC SERVICE 300 MADISON STREET

MORRISTOWN, NJ 07960 AQUA, NEW JERSEY WATER

SERVICE

1099 RIVER ROAD PHILLIPSBRUG, NJ 08865

SERVICE ELECTRIC CABLE TV INC. 2260 AVENUE A BETHLEHEM, PA

18017 TOWN OF PHILLIPSBURG SANITARY

SEWER SERVICE

120 FILMORE STREET PHILLIPSBURG, NJ 08865

ELIZABETHTOWN GAS 1 ELIZABETHTOWN PLAZA PO BOX

3175 UNION, NJ 07083

1. COVER SHEET

2. MINOR SUBDIVISION PLAN

3. PREVAILING SETBACK EXHIBIT

4. GRADING, UTILITY, & DRAINAGE PLAN

5. SOIL EROSION & SEDIMENT

CONTROL PLAN

6. SESC NOTES & DETAILS

7. CONSTRUCTION DETAILS

Feet 0 80 160 Feet 0 400 800 Feet 0 300 600

BLOCK LOT PROPERTY OWNER NAME ADDRESS

2304 5 BERNARD JR & ROSE BLADIES 457 ANN STREET PHILLIPSBURG, NJ 08865

2304 6 CHRISTIAN D. & JAN MANN 455 ANN STREET PHILLIPSBURG, NJ 08865

2304 7 PATRICIA A. NATISIN 449 ANN STREET PHILLIPSBURG, NJ 08865

2304 8 EST OF JAMES C. TERSIGNI 525 JOHN MITCHELL AVE PHILLIPSBURG, NJ₀₈₈₆₅

2305 6 ELSA N MOSER 709 COLUMBUS AVE PHILLIPSBURG, NJ

08865

2306 2 JODI L. & DARLENE VISCOMI 460 ANN STREET PHILLIPSBURG, NJ 08865

2306 3 LOUIS, MARYANN & MICHAEL J. GRAZIOSI 458 ANN STREET PHILLIPSBURG, NJ 08865

2306 4 HELEN B. WEISS 452 ANN STREET PHILLIPSBURG, NJ 08865

2306 5 RICKY & DEBRA M. HORAK 446 ANN STREET PHILLIPSBURG, NJ 08865

2306 6 JACQUELI PAULUS & LEO PURSELL JR 444 ANN STREET PHILLIPSBURG, NJ 08865

2307 2 JAMES M. & JANETTE HUNARA 475 JAMES STREET PHILLIPSBURG, NJ₀₈₈₆₅

2307 2.01 MICHAEL & LISA BOYLAN 471 JAMES STREET PHILLIPSBURG, NJ₀₈₈₆₅

2307 3 MICHAEL & MARISSA BRACCO 465 JAMES STREET PHILLIPSBURG, NJ₀₈₈₆₅

2307 4 BRIAN & JENNIFER KEITH 461 JAMES STREET PHILLIPSBURG, NJ₀₈₈₆₅

2308 1 ANTHONY J. HEYWOOD & ALEXIS VITELLO 717 COLUMBUS AVE PHILLIPSBURG, NJ₀₈₈₆₅

2308 2 JORGE DIAZ 721 COLUMBUS AVE PHILLIPSBURG, NJ₀₈₈₆₅

2308 3 HENRY SWICK 731 COLUMBUS AVE PHILLIPSBURG, NJ₀₈₈₆₅

2308 4 BELA LOGISTICS LLC 735 COLUMBUS AVE PHILLIPSBURG, NJ₀₈₈₆₅

2308 5 MICHAEL J. & KAREN A. COD 739 COLUMBUS AVE PHILLIPSBURG, NJ₀₈₈₆₅

2308 6 ANTHONY & KATHLEEN SCALFARO 741 COLUMBUS AVE PHILLIPSBURG, NJ₀₈₈₆₅

2309 2 CHRISTOPHER & ALLISON KNABB 474 JAMES STREET PHILLIPSBURG, NJ₀₈₈₆₅

2309 3 DESIREE D. NEMETH 456 JAMES STREET PHILLIPSBURG, NJ₀₈₈₆₅

2309 3.01 BILL & SONJA ALBERT 466 JAMES STREET PHILLIPSBURG, NJ₀₈₈₆₅

2309 4 DARLENE M. MEYERS 452 JAMES STREET PHILLIPSBURG, NJ₀₈₈₆₅

2309 5 EDITH M. CALECA 450 JAMES STREET PHILLIPSBURG, NJ₀₈₈₆₅

2309 6 MICHAEL WARMUTH 6 PRIZE DRIVE WASHINGTON, NJ 07882

2310 5 DENISE REED & DOLORES SOHN 457 PURSEL STREET PHILLIPSBURG, NJ

08865

2310 6 NEW NATIONAL HOLDINGS LLC 405 THOMAS STREET UNIT B_{PHILLIPSBURG, NJ 08865}

2310 7 CAROLYN PENROSE 451 PURSEL STREET PHILLIPSBURG, NJ₀₈₈₆₅

2310 8 JOHN R. & CONNIE LEE GUIDI 447 PURSEL STREET PHILLIPSBURG, NJ₀₈₈₆₅

2310 9 JEFFREY A. & JOHN ETALS LOVEATZ 443 PURSEL STREET PHILLIPSBURG, NJ₀₈₈₆₅ 2311 1 LISSETTE JUAN & TER DIAZ-CEBALLOS 749 COLUMBUS AVE PHILLIPSBURG, NJ₀₈₈₆₅

2311 2 ELIZABETH PIANELLI 757 COLUMBUS AVE PHILLIPSBURG, NJ₀₈₈₆₅

2311 3 COLUMBUS APARTMENTS LLC 18 ROLLING HILLS WAY PHILLIPSBURG, NJ₀₈₈₆₅

2311 4 TOWN OF PHILLIPSBURG 120 FILMORE STREET PHILLIPSBURG, NJ₀₈₈₆₅

2408 1 JEFFREY A. & JENNIFER L. MILLER 710 COLUMBUS AVE PHILLIPSBURG, NJ

08865

2408 2 DIANA P. & ROBERT J. EDWARDS 350 THOMAS STREET PHILLIPSBURG, NJ₀₈₈₆₅ 2408 3 DIANA P. & ROBERT J. JR. EDWARDS 350 THOMAS STREET PHILLIPSBURG, NJ₀₈₈₆₅

2411 1 GARY RUSSO 1620 CORTEZ ROAD LAKE ARIEL, PA 18436

2411 2 ANTHONY E. RUSSO 23 LANCASTER ROAD UNION, NJ 07083

2411 3 GARY RUSSO 1620 CORTEZ ROAD LAKE ARIEL, PA 18436

2411 4 JOHN BURGER 740 COLUMBUS AVE PHILLIPSBURG, NJ₀₈₈₆₅

2414 1 MANUEL D. & JOSEFINA P. VIDAL 52 FISHER AVE WASHINGTON, NJ 07882

2414 2 W&R BROTHERS LLC 21 NILES STREET 2ND FL ELIZABETH, NJ₀₇₂₀₁

REFERENCED PROPERTY AND THAT I CONSENT TO THE FILING

DATE 445 JAMES STREET, LLC

_________________ _____________________________

I HEREBY CERTIFY THAT I AM THE PRESENT OWNER OF THE OF THIS MINOR SUBDIVISION PLAN WITH THE PLANNING BOARD DATE BOARD SECRETARY

_________________ _____________________________ MUNICIPALITY

THIS PLAN IS HEREBY APPROVED BY THE PLANNING BOARD OF THE TOWN OF PHILLIPSBURG, WARREN COUNTY

CERTIFICATIONS/APPROVALS

DATE TOWN ENGINEER DATE BOARD CHAIRMAN

_________________ _____________________________

OF THE TOWN OF PHILLIPSBURG.

GENERAL NOTES:

1. OWNER/APPLICANT: 445 JAMES STREET, LLC 45 TIMBER RIDGE ROAD NORTH BRUNSWICK, NJ 08902

2. BOUNDARY INFORMATION SHOWN HEREON WAS TAKEN FROM A PLAN ENTITLED "BOUNDARY & TOPOGRAPHIC SURVEY", PREPARED BY

ENGINEERING & LAND PLANNING ASSOCIATES, INC., DATED 05/12/2020 OR LAST REVISED.

3. THESE PLANS ARE NOT TO BE USED AS SURVEYS. REFER TO REFERENCE SOURCES FOR BOUNDARY AND TOPOGRAPHIC INFORMATION (NOTE # 2 ABOVE).

4. ALL ELEVATIONS GIVEN ARE ON NAVD 1988 DATUM.

5. NO DEED RESTRICTIONS OR COVENANTS ARE PROPOSED FOR THE SITE.

6. THIS SET OF PLANS HAS BEEN PREPARED FOR THE PURPOSES OF MUNICIPAL AND AGENCY APPROVAL. THIS SET OF PLANS SHALL NOT BE UTILIZED FOR CONSTRUCTION DOCUMENTS UNTIL ALL CONDITIONS OF APPROVAL HAVE BEEN SATISFIED ON THE DRAWINGS AND EACH DRAWING HAS BEEN MARKED "ISSUED FOR CONSTRUCTION."

7. THE LOCATION, TYPE, LINE, SIZE, DEPTH, ETC. OF ALL EXISTING UTILITIES, ARE APPROXIMATE. LOCATION OF SERVICE LATERALS MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR AND AT HIS OWN EXPENSE PRIOR TO THE START OF CONSTRUCTION.

SITE

500' RADIUS

(-) INDICATES NO VARIANCE IS REQUIRED

(V) INDICATES THAT A VARIANCE IS REQUIRED

TOWN OF PHILLIPSBURG ZONING REQUIREMENTS

ITEM

REQUIRED

EXISTING

PROPOSED LOT

_5.01

PROPOSED LOT

_5.02

PROPOSED LOT

_5.03

VARIANCE REQUESTED

ZONING DISTRICT R-50 (RESIDENTIAL ZONE)

-MIN. LOT AREA (S.F.) 5,000 15,875 5,461 5,207 5,207

-MIN. FRONTAGE (FT) 50 125 127 41 41 V

BUILDING SETBACKS FOR PRINCIPAL STRUCTURE

FRONT YARD SETBACK (FT) 25 N/A

WEBSTER STREET 25 N/A 77 77 77

-JAMES STREET 9.66 N/A 10 10 10

-MOVLE ALLEY 2.88 N/A 7 N/A N/A

-SIDE YARD SETBACK - ONE -SIDE (FT) 5 N/A 6 5 5

-REAR YARD SETBACK (FT) 25 N/A N/A N/A N/A

-MIN. FLOOR AREA (S.F.) 1,200 N/A > 1,200 > 1,200 > 1,200

-MAX. DENSITY (UNIT/AC.) 1 N/A <1 <1 <1

-MAX. COVERAGE(%) 40 7 32 33 33

-NOTE: PREVAILING FRONT YARD SETBACKS ARE IN ACCORDANCE WITH CHAPTER

(2)

JAMES SREET

WEBSTER SREET

MOVLE ALLEY

322

321

320

319

318

317

316

315

314

313

311

313

312

314

315

316

320

321

320

319

318

317

316

315

314

313

312

311

321

320

322 LOT 4

BLOCK 2308

LOT 6

BLOCK 2308

LOT 5

BLOCK 2308

LOT 4

BLOCK 2308

LOT 3

315

315 LOT 3

BLOCK 2306

LOT 6

BLOCK 2306

LOT 5

BLOCK 2306

LOT 4

BLOCK 2306

LOT 3

N63° 30' 00"E

S63° 30' 00"W

S26° 30' 00"E

N26° 30' 00"W

20' 24' 30' 30' 30' 40' 40' 40' 30' 30' 30' 40' 40' 40'

PROPOSED PARKING AREA

PROPOSED 4' CONCRETE WALK 10' 20' 24' 20' 24'

PROPOSED PARKING AREA PROPOSED PARKING AREA

PROPOSED 4' CONCRETE WALK

PROPOSED BLOCK 2307 LOT 5.02 0.12 AC. (5,207 S.F.) PROPOSED BLOCK 2307 LOT 5.03 0.12 AC. (5,207 S.F.) PROPOSED BLOCK 2307 LOT 5.01 0.13 AC. (5,461 S.F.) 25' FRONT YARD SETBACK 25' FRONT YARD SETBACK 9.66' FRONT YARD SETBACK (PREVAILING)

5' SIDE YARD SETBACK

2.88' FRONT YARD SETBACK (PREVAILING)

5' SIDE YARD SETBACK 5' SIDE YARD SETBACK

5' SIDE YARD SETBACK 5' SIDE YARD

SETBACK

41.00'

43.00'

N26° 30' 00"W

127.00'

N26° 30' 00"W

127.00'

PROPOSED DWELLING (1,200 S.F.) PROPOSED DWELLING (1,200 S.F.) PROPOSED DWELLING (1,200 S.F.) 25' FRONT YARD SETBACK

41.00'

43.00'

9.66' FRONT YARD SETBACK (PREVAILING) 9.66' FRONT YARD SETBACK (PREVAILING)

EXISTING PAVEMENT TO REMAIN

10' 7' EXISTING PAVEMENT TO BE REMOVED (337 S.F.) EXISTING PAVEMENT TO BE REMOVED (137 S.F.) EXISTING PAVEMENT TO BE REMOVED (122 S.F.) 10' 6' 5' 6' 6' 77' 77' 77' 5'

R9.5'

DATE BY JOB NO.:

0120091

NEW JERSEY

FILENAME: DATE: CHECKED: DESIGNED: SCALE: TITLE: DRAWING NO.: PROJECT: DATE PROFESSIONAL ENGINEER FAX. 908-238-9572 PH. 908-238-0544

140 WEST MAIN STREET

NO.

AAP

CRN

445 JAMES STREET

BLOCK 2307 LOT 5

TOWN OF PHILLIPSBURG

REVISION

WARREN COUNTY

7 07/01/2020

2 1"=10'

SCALE:1":10' Feet 0 10 20

MINOR SUBDIVISION PLAN

PLAT.DWG

LEGEND:

PROPERTY LINE

PROPOSED SUBDIVISION LINE PROPOSED SETBACK LINE

EXISTING PAVEMENT TO BE REMOVED

PROPOSED PAVED PARKING AREA

PROPOSED CONCRETE

PROPOSED STRUCTURE

(-) INDICATES NO VARIANCE IS REQUIRED

(V) INDICATES THAT A VARIANCE IS REQUIRED

TOWN OF PHILLIPSBURG ZONING REQUIREMENTS

ITEM

REQUIRED

EXISTING

PROPOSED LOT

_5.01

PROPOSED LOT

_5.02

PROPOSED LOT

_5.03

VARIANCE REQUESTED

ZONING DISTRICT R-50 (RESIDENTIAL ZONE)

-MIN. LOT AREA (S.F.) 5,000 15,875 5,461 5,207 5,207

-MIN. FRONTAGE (FT) 50 125 127 41 41 V

BUILDING SETBACKS FOR PRINCIPAL STRUCTURE

FRONT YARD SETBACK (FT) 25 N/A

WEBSTER STREET 25 N/A 77 77 77

-JAMES STREET 9.66 N/A 10 10 10

-MOVLE ALLEY 2.88 N/A 7 N/A N/A

-SIDE YARD SETBACK - ONE -SIDE (FT) 5 N/A 6 5 5

-REAR YARD SETBACK (FT) 25 N/A N/A N/A N/A

-MIN. FLOOR AREA (S.F.) 1,200 N/A > 1,200 > 1,200 > 1,200

-MAX. DENSITY (UNIT/AC.) 1 N/A <1 <1 <1

-MAX. COVERAGE(%) 40 7 32 33 33

-NOTE: PREVAILING FRONT YARD SETBACKS ARE IN ACCORDANCE WITH CHAPTER

(3)

JAMES SREET

WEBSTER SREET

MOVLE ALLEY

322

321

320

319

318

317

316

315

314

313

311

313

312

314

315

316

320 ₃₂₁

321

320

319

318

317

316

315

314

313

312

311

321

320

322

LOT 4 BLOCK 2308 LOT 6 BLOCK 2308 LOT 5 BLOCK 2308 LOT 4 BLOCK 2308 LOT 3

BLOCK 2308

LOT 2

315

LOT 3

LOT 2.01

_{LOT 2}

LOT 1

BLOCK 2306 LOT 6 BLOCK 2306 LOT 5 BLOCK 2306 LOT 4

BLOCK 2306

LOT 3

BLOCK 2306

LOT 2

BLOCK 2306

LOT 1

BLOCK 2309

LOT 1

BLOCK 2309

LOT 2

BLOCK 2309

LOT 3.01

BLOCK 2309

LOT 3

BLOCK 2309

LOT 6

BLOCK 2309

LOT 4

BLOCK 2309

LOT 5

7.20' 10.88' 10.90' 41.00' 41.00' 41.00' 43.00' N26° 30' 00"W 127.00' 127.00' N26° 30' 00"W 127.00' 127.00' 41.00' 43.00' 5.76' PROPOSED BLOCK 2307 LOT 5.02 0.12 AC. (5,207 S.F.) PROPOSED BLOCK 2307 LOT 5.03 0.12 AC. (5,207 S.F.) PROPOSED BLOCK 2307 LOT 5.01 0.13 AC. (5,461 S.F.) 25' FRONT YARD SETBACK 25' FRONT YARD SETBACK 9.66' FRONT YARD SETBACK (PREVAILING)

5' SIDE YARD SETBACK

2.88' FRONT YARD

SETBACK

(PREVAILING) 5' SIDE YARD

SETBACK

5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 5' SIDE YARD SETBACK

25' FRONT YARD SETBACK 9.66' FRONT YARD SETBACK (PREVAILING) 9.66' FRONT YARD SETBACK (PREVAILING) DATE BY JOB NO.:

0120091

NEW JERSEY

NO.

AAP

CRN

445 JAMES STREET

BLOCK 2307 LOT 5

TOWN OF PHILLIPSBURG

REVISION

WARREN COUNTY

07/01/2020

7 07/01/2020

3 1" = 20'

SCALE:1":20' Feet 0 10 20

PLAT.DWG

NOTE: PREVAILING FRONT YARD SETBACKS ARE IN ACCORDANCE WITH CHAPTER

625-8.E.(1) OF THE TOWN OF PHILLIPSBURG ZONING ORDINANCE. PREVAILING FRONT YARD SETBACK CALCULATIONS (JAMES STREET)

LOTS WITHIN 200'

FEET OF LOT 5 4 3 2.01

SETBACK (FT) 7.20 10.88 10.90

AVERAGE SETBACK

(FT) 9.66

PREVAILING FRONT YARD SETBACK CALCULATIONS (MOVLE ALLEY) LOTS WITHIN 200' FEET OF LOT 5 B: 2306 L: 6 B: 2309 L: 6 SETBACK (FT) 5.76 0 AVERAGE SETBACK (FT) 2.88

PREVAILING

SETBACK EXHIBIT

(4)

JAMES SREET

WEBSTER SREET

MOVLE ALLEY

322

321

320

319

318

317

316

315

314

313

311

313

312

314

315

316

320

321

320

319

318

317

316

315

314

313

312

311

321

320

322 LOT 4

BLOCK 2308

LOT 6

BLOCK 2308

LOT 5

BLOCK 2308

LOT 4

BLOCK 2308

LOT 3

315

315 BLOCK 2306

LOT 6

BLOCK 2306

LOT 5

BLOCK 2306

LOT 4

PROPOSED BLOCK 2307 LOT 5.02 0.12 AC. (5,207 S.F.) PROPOSED BLOCK 2307 LOT 5.03 0.12 AC. (5,207 S.F.) PROPOSED BLOCK 2307 LOT 5.01 0.13 AC. (5,461 S.F.) PROPOSED DWELLING (1,200 S.F.) PROPOSED DWELLING (1,200 S.F.) PROPOSED DWELLING (1,200 S.F.) OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW T.S. 316.18 B.S. 312.85 B.S. 314.55T.S. 318.72 T.S. 321.50B.S. 318.10 319 318 318 317 316 316 316 315 314 315 319 318 317 321

MATCH EX. GRADE

MATCH EX. GRADE _{MATCH EX. GRADE}

F.S. 321.48 F.S. 321.00 F.S. 319.97 F.S. 318.88 F.S. 317.80 F.S. 316.86 F.G. 312.50 _{F.G. 314.25} F.G. 318.00 F.G. 320.00 F.G. 319.00 F.G. 321.50 F.G. 318.72 F.G. 316.57 F.G. 316.18 F.G. 314.15 F.G. 314.00 F.G. 316.00 318 PROPOSED DWELLING F.F. 322.50 B.F.313.50 PROPOSED DWELLING F.F. 319.50 B.F.310.50 PROPOSED DWELLING F.F.317.00 B.F.308.00

PROPOSED 1" WATER SERVICE CONNECTION

PROPOSED T.E.C. SERVICE CONNECTION

PROPOSED GAS SERVICE CONNECTION F.S. 312.57 F.S. 314.25 F.S. 316.91 FLOW FLOW FLOW FLOW FLOW FLOW FLOW FLOW 321 FLOW FLOW FLOW FLOW FLOW FLOW FLOW G G G G W W W SAN SAN SAN

PROPOSED 4" PVC SANITARY SEWER SERVICE CONNECTION INV. 306.63 G G G G W W W SAN SAN SAN G G G G W W W SAN SAN SAN 313 315

PROPOSED GAS SERVICE CONNECTION

PROPOSED 4" PVC SANITARY SEWER SERVICE CONNECTION

PROPOSED GAS SERVICE CONNECTION

PROPOSED 4" PVC SANITARY SEWER SERVICE CONNECTION INV. 310.60 DATE BY JOB NO.:

0120091

NEW JERSEY

NO.

AAP

CRN

445 JAMES STREET

BLOCK 2307 LOT 5

TOWN OF PHILLIPSBURG

REVISION

WARREN COUNTY

7 07/01/2020

1"=10'

SCALE:1":10' Feet 0 10 20

4 GRADINGDRAINAGE.DWG

LEGEND:

PROPERTY LINE

PROPOSED PAVED PARKING AREA PROPOSED CONCRETE

PROPOSED STRUCTURE EXISTING CONTOUR PROPOSED CONTOUR GAS SERVICE LINE WATER SERVICE LINE ELECTRIC SERVICE LINE

SANITARY SEWER SERVICE LINE G

W OHW

GRADING, DRAINAGE

& UTILITY PLAN

(5)

JAMES SREET

WEBSTER SREET

MOVLE ALLEY

322

321

320

319

318

317

316

315

314

313

311

313

312

314

315

316

320

321

320

319

318

317

316

315

314

313

312

311

321

320

322 LOT 4

BLOCK 2308

LOT 6

BLOCK 2308

LOT 5

BLOCK 2308

LOT 4

BLOCK 2308

LOT 3

315

315 BLOCK 2306

LOT 6

BLOCK 2306

LOT 5

BLOCK 2306

LOT 4

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW 319 318 318 317 316 316 316 315 314 315 319 318 317 321 318 PROPOSED DWELLING F.F. 322.50 B.F.313.50 PROPOSED DWELLING F.F. 319.50 B.F.310.50 PROPOSED DWELLING F.F.317.00 B.F.308.00 321 G G G G W W W SAN SAN SAN G G G G W W W SAN SAN SAN G G G G W W W SAN SAN SAN 313 315 PROPOSED DWELLING (1,200 S.F.) PROPOSED DWELLING (1,200 S.F.) PROPOSED DWELLING (1,200 S.F.) SF SF SF SF SF SF SF SF SF SF SF SF PROPOSED TEMPORARY SOIL STOCKPILE (TYP.)

PROPOSED TEMPORARY SOIL STOCKPILE (TYP.)

PROPOSED TREE

PROTECTION FENCE (TYP.)

PROPOSED STABILIZED CONSTRUCTION ACCESS (TYP.)

PROPOSED SILT FENCE (TYP.) PROPOSED LIMIT OF DISTURBANCE 17,161 S.F. 0.39 AC. SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 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 LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

EROSION.DWG

DATE BY JOB NO.:

0120091

NEW JERSEY

NO.

AAP

CRN

445 JAMES STREET

BLOCK 2307 LOT 5

TOWN OF PHILLIPSBURG

REVISION

WARREN COUNTY

07/01/2020

7 07/01/2020

5 1"=10'

SCALE:1":10' Feet 0 10 20

SOIL EROSION & SEDIMENT

CONTROL PLAN

LOD SF

SOIL RESTORATION NOTE:

1. THIS PROJECT IS EXEMPT FROM THE COMPACTION TESTING

DEFINED IN SECTION 19-2 OF THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY UPDATED DECEMBER OF 2017. THE PROJECT SITE IS LOCATED WITHIN METROPOLITAN PLANNING AREA (PA1).

LEGEND:

PROPERTY LINE

PROPOSED PAVED PARKING AREA PROPOSED CONCRETE

PROPOSED STRUCTURE EXISTING CONTOUR PROPOSED CONTOUR GAS SERVICE LINE WATER SERVICE LINE ELECTRIC SERVICE LINE

SANITARY SEWER SERVICE LINE PROPOSED LIMIT OF DISTURBANCE PROPOSED SILT FENCE

PROPOSED TREE PROTECTION FENCE PROPOSED CONSTRUCTION ACCESS PROPOSED SOIL STOCKPILE

G W OHW SAN

(6)

WARREN COUNTY SOIL CONSERVATION DISTRICT SOIL EROSION AND SEDIMENT CONTROL

NOTES:

1. THE DISTRICT SHALL BE REPRESENTED AT THE PROJECT PRECONSTRUCTION

MEETING WITH THE TOWNSHIP ENGINEER, CONTRACTORS AND UTILITY

REPRESENTATIVES. IF THE TOWNSHIP ENGINEER DOES NOT SCHEDULE A

PRECONSTRUCTION MEETING, IT IS THE RESPONSIBILITY OF THE OWNER/APPLICANT

TO SCHEDULE ONE BEFORE ANY LAND DISTURBANCE. TWO WEEKS NOTICE MUST BE

GIVEN FOR SCHEDULING PRECONSTRUCTION MEETINGS.

2. FAILURE OF THE AFOREMENTIONED PLAN SHALL NOT RELIEVE THE APPLICANT OF

ANY OF ITS RESPONSIBILITIES RELEVANT TO THE APPROPRIATE STATUTES.

ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY REQUIRED AS

DEEMED NECESSARY BY THE DISTRICT IN THE EVENT OF ANY UNFORESEEN

PROBLEMS INCURRED DURING CONSTRUCTION.

3. ANY CHANGES OF APPROVED PLANS SHALL REQUIRE AN ADDITIONAL SUBMITTAL TO

THE DISTRICT INCLUDING APPROPRIATE RE-REVIEW FEES.

4. A 48 HOUR START OF LAND DISTURBANCE NOTIFICATION SHALL BE GIVEN.

5. IN THE N.J.S.A. 4-24-39 ET SEQ. REQUIRES THAT NO CERTIFICATES OF OCCUPANCY BE

ISSUED BY THE MUNICIPALITY BEFORE THE PROVISIONS OF THE CERTIFIED PLAN FOR

SOIL EROSION AND SEDIMENT CONTROL HAVE BEEN COMPLIED WITH FOR

PERMANENT MEASURES. ALL SITE WORK RELATIVE TO APPROVED PLANS AND ALL

WORK AROUND INDIVIDUAL LOTS IN SUBDIVISIONS WILL BE COMPLETED BEFORE THE

DISTRICT ISSUES A CERTIFICATE OF COMPLIANCE. TWO WEEKS NOTICE MUST BE

GIVEN TO THE DISTRICT TO SCHEDULE INSPECTION FOR CERTIFICATE OF

COMPLIANCE RELEASE.

6. FINAL STABILIZATION OF ALL LAND DISTURBANCES ASSOCIATED WITH UNDERGROUND

UTILITIES, IRRESPECTIVE OF PHASING, IS THE ULTIMATE RESPONSIBILITY OF THE

OWNER.

7. A CASH BOND OF LESS THAN $2,500. (PER DISTURBED ACRE OR PART THEREOF, OR A

LOT) WILL BE POSTED WITH THE WARREN COUNTY SOIL CONSERVATION DISTRICT

DURING THE NON GROWING SEASON (NOVEMBER 15 - APRIL 15) IF A CERTIFICATE OF

COMPLIANCE IS NEEDED AND SOIL EROSION AND SEDIMENT CONTROL MEASURES

FOR PERMANENT STABILIZATION ARE NOT COMPLETED.

8. SEDIMENT TRACKED ONTO PUBLIC RIGHT-OF-WAYS SHALL BE SWEPT AT THE END OF

EACH WORKING DAY.

9. NO BUILDING PERMITS WILL BE RELEASED UNTIL ALL SOIL EROSION AND SEDIMENT

CONTROL MEASURES AS SHOWED ON APPROVED PLANS ARE INSTALLED.

10. DUST TO BE CONTROLLED WITH WATER CALCIUM CHLORIDE OR OTHER METHOD

APPROVED BY THE SOIL CONSERVATION DISTRICT.

11. TRACKING PAD TO BE KEPT CLEAN AND REPAIRED AS NECESSARY.

12. SOIL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN ACCORDANCE WITH

STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY,

FEBRUARY 2014.

DESIGN CRITERIA

GRADE DRAWSTRING RUNNING

THROUGH FABRIC ALONG TOP OF FENCE

FENCE POST (SPACING 8'-0" C. TO C.)

FABRIC SECURED TO POST WITH METAL FASTENERS AND REINFORCEMENT BETWEEN FASTENER AND FABRIC (3'-0" WIDE)

6"

DIG 6" WIDE AND DEEP TRENCH, BURY BOTTOM 1'-0" OF FABRIC, TAMP INTO PLACE

2'-0" 2'-0" (MIN.)

6"

NOTE:

PROVIDE TEMPORARY GRASS COVER AS SPECIFIED IN SCS NOTES.

VARIES

2:1 TYP.

TEMP. STOCKPILE SILT FENCE (TYP.)

NTS

TEMPORARY STOCKPILE

3

NTS

SILT FENCE DETAIL

2

STONE SIZE - USE ASTM C-33, SIZE No. 2 (2 1/2 TO 1 1/2") OR 3 (2 to 1"). USE CLEAN CRUSHED ANGULAR STONE. CRUSHED CONCRETE OF SIMILAR SIZE MAY BE SUBSTITUTED BUT WILL REQUIRE MORE FREQUENT UPGRADING AND MAINTENANCE. THICKNESS-NOT LESS THAN SIX (6) INCHES. WIDTH-NOT LESS THAN FULL WIDTH OF POINTS OF INGRESS OR EGRESS. ESTIMATE A TREE'S PROTECTED ROOT ZONE (PRZ) BY CALCULATING

THE CRITICAL ROOT RADIUS (CRR)

1. MEASURE THE DBH (DIAMETER OF TREE AT BREAST HEIGHT, 4.5 FEET ABOVE GROUND ON THE UPHILL SIDE OF TREE IN INCHES) 2. MULTIPLY MEASURED DBH BY 1.5 OR 1.0. EXPRESS THE RESULT IN FEET.

-DBH X 1.5: CRITICAL ROOT RADIUS FOR OLDER, UNHEALTHY OR SENSITIVE SPECIES.

-DBH X 1.0: CRITICAL ROOT RADIUS FOR YOUNGER, HEALTHY OR TOLERANT SPECIES. PROTECTIVE FENCE AROUND PROTECTED ROOT ZONE (PRZ) DRIP LINE DBH- 4.5 NTS

TREE PROTECTION DETAIL

1

1. INSTALL ALL SOIL EROSION AND SEDIMENT CONTROL MEASURES 2 DAYS

2. SITE CLEARING & ROUGH GRADING 6 WEEKS

3. CONSTRUCTION OF SITE IMPROVEMENTS 6 MONTHS

4. RESTORE ALL AREAS AS APPROPRIATE COMPLETION OF CONSTRUCTION 3 WEEKS 5. REMOVE SOIL EROSION AND SEDIMENT CONTROL DEVICES. 1 WEEK

LIMIT OF DISTURBANCE: 0.39 AC. (17,161 S.F.)

CONSTRUCTION SEQUENCE

THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST: MULCHES

VEGETATIVE COVER

SPRAY-ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS.

DUST CONTROL MATERIALS

MATERIAL WATER TYPE OF NOZZLE APPLY DILUTION GAL/AC

LATEX EMULSION 12.5:1 FINE SPRAY 235 RESIN IN WATER 4:1 FINE SPRAY 300

POLYACRYLAMIDE APPLY ACCORDING TO MANUFACTURERS'S INSTRUCTIONS (PAM) - SPRAY ON MAY ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS POLYACRYLAMIDE TP FLOCCULATE AND PRECIPITATE SUSPENDED COLLOIDS. (PAM) - DRY SPRAY

ACIDULATED SOY BEAN NONE COARSE SPRAY 1200 SOAP STICK

TILLAGE - TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY MEASURE WHICH SHOULD BE USED BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 18 INCHES APART, AND SPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT.

SPRINKLING - SITE IS SPRINKLED UNTIL THE SURFACE IS WET.

BARRIERS - SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND SIMILAR MATERIAL CAN BE USED TO CONTROL AIR CURRENTS AND SOIL BLOWING.

CALCIUM CHLORIDE - SHALL BE IN THE FORM OF LOOSE, DRY GRANULATES OF FLAKES FINE ENOUGH TO FEED THROUGH COMMONLY USED SPREADERS AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES, THEN USE OTHER PRACTICES TO PREVENT WASHING INTO STREAMS, OR ACCUMULATION AROUND PLANTS.

STONE - COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL. DUST CONTROL NOTES

TEMPORARY STABILIZATION WITH MULCH ONLY

STRAW MULCH (HAY MULCH MAY BE SUBSTITUTED IF APPROVED BY THE DISTRICT) IS TO BE

SPREAD UNIFORMLY AT THE RATE OF 2 TO 2 1/2 TONS PER ACRE (TOTAL GROUND SURFACE

COVERAGE). THIS PRACTICE IS LIMITED TO PERIODS WHEN VEGETATIVE COVER CANNOT BE

ESTABLISHED DUE TO THE SEASON OR OTHER CONDITIONS. MULCH MUST BE ANCHORED IN

ACCORDANCE WITH NEW JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL.

MULCH ALONE CAN ONLY BE USED FOR SHORT PERIOD AND WILL REQUIRE MAINTENANCE AND

RENEWAL. OTHER MULCH MATERIALS MAY BE UTILIZED IF APPROVED BY THE DISTRICT.

TEMPORARY SEEDING

TEMPORARY SEEDING IS TO BE USED ON ALL DISTURBED AREAS WHERE PERMANENT

STABILIZATION WILL NOT BE ACCOMPLISHED FOR A PERIOD OF UP TO 6 MONTHS.

PRODUCT

RATE

RECOMMENDED OPTIMUM SEEDING DATES

PERENNIAL RYEGRASS

100 LBS./ACRE

3/15-5/15 & 8/15-10/1

SPRING OATS

86 LBS./ACRE

3/15-6/1 & 8/1-10/1

WINTER CEREAL RYE

112 LBS./ACRE

8/1-11/15

WINTER BARLEY

96 LBS./ACRE

8/15-10/1

PEARL MILLET

20 LBS./ACRE

5/15-8/15

GERMAN OR HUNGARIAN MILLET

30 LBS./ACRE

5/15-8/15

STABILIZATION WITH SOD

STABILIZATION WITH SOD IS PERMITTED IN AREAS WHERE MAINTENANCE AND IRRIGATION ARE

ADEQUATE TO INSURE PROPER ESTABLISHMENT AND LONGEVITY. SEEDBED PREPARATION IS OT

BE CONSISTENT WITH ANY OTHER STABILIZATION REQUIREMENTS. (LIME AND FERTILIZER BAGS

ARE TO BE RETAINED FOR DISTRICT INSPECTION.) ON SLOPES GREATER THAN 3 TO 1, SOD MUST

BE PROPERLY ANCHORED TO THE SLOPE IN ACCORDANCE WITH THE STANDARDS FOR SOIL

EROSION AND SEDIMENT CONTROL.

PERMANENT SEEDING

A. SEED IS TO BE INCORPORATED INTO THE SOIL TO A DEPTH OF 1/4"-1/2".

B. LAWN SEEDINGS ARE TO BE A MIXTURE OF BLUEGRASS, TURF-TYPE FESCUES, AND TURF-TYPE

PERENNIAL RYEGRASSES TO INSURE LONGEVITY, TOLERANCE, AND DURABILITY. NO SEED SHALL

BE ACCEPTED WITH A GERMINATION TEST DATE OF MORE THAN 12 MONTHS OLD UNLESS

RETESTED.

C. PROFESSIONAL SEED MIXTURES ARE RECOMMENDED RATHER THAN MIXING SEEDS YOURSELF.

D. SEED MIXTURE (AS SPECIFIED BELOW) IS TO BE APPLIED AT A MINIMUM RATE OF 200 LBS. PER

ACRE OF PERENNIAL SEED.

E. OPTIMUM SEEDING PERIOD FOR HUNTERDON COUNTY IS FROM MARCH 1 TO MAY 15 AND

AUGUST 15 TO OCTOBER 1. OUTSIDE OF THOSE PERIODS, THE SEEDING RATES ARE TO BE

INCREASED BY 50 (i.e.: 300 LBS. PER ACRE OF PERENNIAL SEED INSTEAD OF THE REQUIRED 200

LBS. PER ACRE DURING OPTIMUM PERIODS).

F. SEEDINGS SHOULD RECEIVE AN APPLICATION OF FERTILIZER SUCH AS 10-10-10 OR

EQUIVALENT AT 400 LBS. PER ACRE APPROXIMATELY 6 MONTHS AFTER FIRST APPLICATION.

SEEDING MIXTURE FOR GENERAL SEEDING

40% TURF-TYPE TALL FESCUE

60% KENTUCKY BLUEGRASS

10% CREEPING RED FESCUE

OR

20% TURF-TYPE PERENNIAL RYEGRASS

10% CHEWINGS FESCUE

20% CHEWINGS FESCUE

10% KENTUCKY BLUEGRASS

30% TURF-TYPE PERENNIAL RYEGRASS

SEEDING MIXTURE FOR HIGH TRAFFIC & CRITICAL AREAS

80% TURF-TYPE TALL FESCUE

10% KENTUCKY BLUEGRASS

10% TURF-TYPE PERENNIAL RYEGRASS

OTHER SEED MIXTURES, SUCH AS BLENDED VARIETIES OF PERENNIAL TURF-TYPE RYEGRASS,

TURF-TYPE TALL FESCUES, OR BLUEGRASSES MAY ALSO BE ACCEPTABLE IF APPROVED BY THE

DISTRICT.

AGRONOMIC SPECIFICATIONS FOR LAWNS AND CONSTRUCTION SITES

GENERAL

1. ALL DISTURBED AREAS THAT ARE NOT BEING GRADED, NOT UNDER ACTIVE

CONSTRUCTION, OR NOT SCHEDULED TO BE PERMANENTLY SEEDED WITHIN 30 DAYS

MUST BE TEMPORARILY STABILIZED AS PER SPECIFICATIONS BELOW.

2. ALL EXPOSED AREAS WHICH ARE TO BE PERMANENTLY VEGETATED, ARE TO BE SEEDED

AND MULCHED WITHIN 10 DAYS OF FINAL GRADING.

3. STRAW MULCH (HAY MULCH MAY BE SUBSTITUTED IF APPROVED BY THE DISTRICT) IS TO

BE APPLIED TO ALL SEEDINGS AT A RATE OF 1-1/2 TO 2 TONS PER ACRE (APPROX. 100 TO

130 BALES PER ACRE).

4. MULCH ANCHORING IS REQUIRED AFTER MULCHING TO MINIMIZE LOSS BY WIND OR

WATER. THIS IS TO BE DONE USING ONE OF THE METHODS (CRIMPING, LIQUID MULCH

BINDERS, NETTINGS, ETC.) IN THE "STANDARDS FOR SOIL EROSION AND SEDIMENT

CONTROL IN NEW JERSEY".

5. EXISTING WEEDY AND POORLY-VEGETATED AREAS WITH LESS THAN 80 PERCENT

PERENNIAL GRASS COVER MUST RECEIVE PERMANENT STABILIZATION (AS SPECIFIED ON

BACK).

6. ALL BAGS NEED TO BE SAVED FOR LIME, FERTILIZER, SEED, AND LIQUID MULCH BINDER

(IF MULCH ANCHORING METHOD). SUCH PROOFS NEED TO BE SUBMITTED TO THE

DISTRICT INSPECTOR FOR VERIFICATION OF MATERIALS AND QUANTITIES USED FOR ALL

SEEDINGS.

7. AN ADDITIONAL FEE OF $120.00 PER INSPECTION WILL BE ASSESSED TO THOSE SITES

WHERE ADDITIONAL INSPECTIONS ARE NECESSITATED AS A RESULT OF NON-COMPLIANCE

WITH THE APPROVED PLAN. THIS INCLUDES ADDITIONAL INSPECTIONS PERFORMED

AFTER THE FAILURE OF AN INITIAL REPORT OF COMPLIANCE INSPECTION. THE ENTIRE

SITE IS INSPECTED AT THE TIME OF A REQUEST FOR REPORT OF COMPLIANCE.

SEED-BED PREPARATION FOR ALL SEEDINGS

SUB-SOIL PREPARATION: IMMEDIATELY PRIOR TO SEEDING AND TOPSOIL APPLICATION,

THE SURFACE SHOULD BE SCARIFIED TO A DEPTH OF 6" TO 12" WHERE THERE HAS BEEN

SOIL COMPACTION (e.g. AREAS OF HEAVY CONSTRUCTION TRAFFIC). THIS PRACTICE IS TO

BE APPLIED TO ALL COMPACTED AREAS WHERE THERE IS NO DANGER TO UNDERGROUND

UTILITIES (CABLES, IRRIGATION SYSTEMS, ETC.).

TOPSOILING: AREAS TO BE SEEDED SHOULD HAVE A MINIMUM OF 5" OF FRIABLE, LOAMY,

TOPSOIL FREE OF OBJECTIONABLE WEEDS, STONES, DEBRIS, AND CONTAIN NO TOXIC

SUBSTANCES.

FINAL GRADING: GRADING IS TO BE SMOOTH OF RUTS AND FREE OF OBJECTIONABLE

STONES, DEPRESSIONS, VEHICLE TRACKS, AND ROUGH EDGES. THERE IS TO BE POSITIVE

DRAINAGE AWAY FROM ALL BUILDINGS AND DWELLINGS. REFUSE FROM SEEDBED

PREPARATION (ROOTS, STICKS, STONES, CONSTRUCTION DEBRIS) MUST BE DISPOSED OF

PROPERLY.

LIMING/FERTILIZING: APPLY LIMESTONE AND FERTILIZER TO SOIL TEST

RECOMMENDATIONS OR AS FOLLOWS:

A. LIME RATE SHALL BE ESTABLISHED VIA SOIL TESTING. LIME MAY BE ANY PRODUCT AS

TONS AS THE CCE CALCIUM CARBONATE EQUIVALENCY= 2 TONS PER ACRE. PELLETIZED

AND LIQUID PRODUCTS MAY BE PREFERRED BECAUSE OF THEIR LACK OF DUST AND EASE

OF HANDLING BUT MUST MEET THE FORE-MENTIONED CRITERIA.

B. STARTER FERTILIZER, SPECIFIED AS 10-20-10, IS TO BE APPLIED AT 500 LBS. PER ACRE.

C. LIME AND FERTILIZER ARE TO BE WORKED INTO THE SOIL TO A DEPTH OF 4 INCHES.

6 DETAILS.DWG

N.T.S.

DATE BY JOB NO.:

0120091

NEW JERSEY

NO.

AAP

CRN

445 JAMES STREET

BLOCK 2307 LOT 5

TOWN OF PHILLIPSBURG

REVISION

WARREN COUNTY

7 07/01/2020

(7)

PLAN VIEW

WIDTH OF EXIST. ACCESS PUBLIC RIGHT OF WAY PROFILE MAINTENANCE

THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO ROADWAYS. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO ROADWAYS (PUBLIC OR PRIVATE) OR OTHER IMPERVIOUS SURFACES MUST BE REMOVED IMMEDIATELY.

WHERE ACCUMULATION OF DUST/SEDIMENT IS INADEQUATELY CLEANED OR REMOVED BY CONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER WILL BE REQUIRED TO CLEAN PAVED OR IMPERVIOUS SURFACES. ALL OTHER ACCESS POINTS WHICH ARE NOT STABILIZED SHALL BE BLOCKED OFF.

25' _PUBLIC

RIGHT OF WAY

6" MIN.

PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC R.O.W.

NTS

STABILIZED CONSTRUCTION ACCESS

7

25' RADIUS (TYP.)

EXISTING GROUND

VARIABLE THICKNESS LEVELING COURSE WHERE REQUIRED

2" SURFACE COURSE HOT MIX ASPHALT 9.5M64

6" OF 34" QUARRY PROCESS STONE COMPACT

TO 95% MODIFIED PROCTOR DENSITY

SUBGRADE COMPACT TO 95% MODIFIED PROCTOR DENSITY

NTS

DRIVEWAY PAVING

1

FINISHING COURSE PER PLAN SITE PLAN PAVEMENT SECTION (SEE DETAIL) OR TOPSOIL

TRENCH WIDTH 2' + PIPE DIAMETER SUITABLE TRENCH BACKFILL MATERIAL

COMPACT 8" LIFT TO WITHIN 95% OF THE MAX. DRY DENSITY PER ASTM D-1557 (MODIFIED PROCTOR DENSITY)

3/4" CLEAN STONE

COMPACT TO WITHIN 95% OF MAXIMUM DRY DENSITY. HAND CHOCK UNDER PIPE HAUNCHES.

EXCAVATION TO CONFORM TO O.S.H.A. REGULATIONS

12"

PROP. PVC OR DUCTILE IRON (SEE GRADING & UTILITY PLAN)

NOTES

1. 3/4" CLEAN STONE COMPACT TO WITHIN 95% OF MAXIMUM DRY DENSITY. HAND CHOCK UNDER PIPE HAUNCHES.

2. SUITABLE BACKFILL MATERIAL SHALL BE APPROVED

BY THE GEOTECHNICAL ENGINEER PRIOR TO INSTALLATION.

3. WHERE TRENCH PASSES THROUGH EXISTING

PAVEMENT, THE PAVEMENT SHALL BE MECHANICALLY CUT. SEE PAVEMENT DETAIL FOR PATCHING

INFORMATION.

4. TOPSOIL OR PAVEMENT SECTION TO MATCH, AT A

MINIMUM, ADJOINING GRADE OR PAVEMENT.

5. THIS DETAIL IS INTENDED SOLELY FOR THE PURPOSE

OF SHOWING BACK FILL MATERIALS AND MINIMUM THICKNESS OF LAYERS. DETAIL IS NOT INTENDED TO INDICATE MEANS AND METHODS OF CONSTRUCTION.

6. IF DIP IS USED, CRUSHED STONE NEED NOT EXTEND

ABOVE PIPE. 6" NTS

UTILITY TRENCH

3

NOTES:

JOINTS AT FIVE-FOOT INTERVALS SHOULD BE FORMED BY CUTTING A SLOT ONE INCH DEEP BY 1/2 INCH WIDE. A DOUBLE EDGER HELD AGAINST A STRAIGHT EDGE SHOULD BE USED TO MAKE A STRAIGHT JOINT. EXPANSION JOINTS OF ONE-HALF-INCH THICK PREMOLDED MATERIAL AND AS WIDE AS THE DEPTH OF THE WALK SHOULD BE PLACED WHEREVER THE WALK MEETS ANOTHER WALK, DRIVEWAY, BUILDING, CURB, LIGHTING STANDARD, FIRE HYDRANT OR OTHER RIGID OBJECT.

**ALL SIDEWALK CONSTRUCTION SHALL BE PERFORMED IN ACCORDACNE WITH TOWN STANDARD.

2% TOWARD STREET WIDTH AS NOTED ON PLAN 4" 4" CLASS "C" CONCRETE @ 4000 P.S.I. @ 28 DAYS 4" X 4" WWM REINFORCEMENT (4 GAUGE) 4"

4" DENSELY GRADED AGGREGATE COMPACTED TO 95% MODIFIED PROCTOR DENSITY

4" NTS

CONCRETE WALK

4 CONCRETE ENCASEMENT

NOTES:

FOR NEW SEWER MAINS: T-WYE CONNECTIONS SHALL BE FOR EACH LATERAL.

FOR EXISTING MAINS SADDLE TEES MAY BE USED AS APPROVED BY THE ENGINEER AND

REGULATING AUTHORITY CONTRACTOR TO VERIFY LOCATION OF ANY UTILITY

CROSSINGS PRIOR TO CONSTRUCTION

8" CLR. EACH SIDE

EXISTING SANITARY SEWER (TYP.)

CONCRETE ENCASEMENT CLASS B CONC. AIR ENTR 5-7% SADDLE TEE WITH RUBBER SEAL (DRILL OPENING IN PIPE)

CLEANOUT (TYP.)

CONNECT SITE SANITARY LATERAL

6" PVC SDR35 PIPE @ SLOPE=1% MIN.

CONCRETE ENCASEMENT

NTS

SANITARY SEWER SERVICE CONNECTION

6

NTS

WATER SERVICE CONNECTION

5

4'-0" 18" 4" 12" MAX. TO STRUCTURE COPPER SERVICE 1" TYPE K COPPER SERVICE LINE

METER PIT AND CURB BOX MUST BE INSTALLED BETWEEN THE CURB AND THE SIDEWALK. METER SHALL BE INSTALLED 18" BELOW FINISHED GRADE (OR AS REQUIRED BY UTILITY PROVIDER)

CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH UTILITY PROVIDER.

NOTE: SIDEWALK FINISHED GRADE LID CURB BOX CURB STREET SHUTOFF VALVE

METER (AS REQUIRED BY UTILITY PROVIDER) SHUTOFF VALVE

SONO LOG PVC METER BOX OR EQUIVALENT 3/4" BROKEN STONE

TYLER SERIES 6500 CURB BOX-93D (36"-48") (WITH LID MARKED WATER)

(3/4"-2") GROUND KEY CURB STOP MUELLER 15201, ORISEAL WITH 1/4" TURN ON FORD B22-333

WATER MAIN

MUELLER CORP. TYPE H 15000 (3/4"-2") OR FORD F600-3 3'-0" MIN. COVER

TRENCH WIDTH (SEE TRENCH DETAIL)

SUBGRADE EXIST. CONCRETE PAVEMENT

SAWCUT/ TACK COAT 8" STAB. BIT. BASE

SAWCUT/ TACK COAT NTS

PAVEMENT REPAIR

2

7 DETAILS.DWG

AS SHOWN

DATE BY JOB NO.:

0120091

NEW JERSEY

NO.

AAP

CRN

445 JAMES STREET

BLOCK 2307 LOT 5

TOWN OF PHILLIPSBURG

REVISION