Township of Long Hill, Morris County, New Jersey - Stormwater … · 2020-05-26 · STORMWATER...

STONEFIELD

stonefieldeng.com 92 Park Avenue, Rutherford, NJ 07070 201.340.4468 t. 201.340.4472 f.

STORMWATER OPERATIONS & MAINTENANCE MANUAL

ENCLAVE AT MILLINGTON BLOCK 12301, LOT 1 & BLOCK 10100, LOT 7.01

DIVISION AVENUE & STONEHOUSE ROAD MILLINGTON, TOWNSHIP OF LONG HILL

MORRIS COUNTY, NEW JERSEY

PREPARED FOR:

PRISM MILLINGTON, LLC

PREPARED BY:

STONEFIELD ENGINEERING & DESIGN, LLC OCTOBER 25, 2019

T-17298

CHUCK D. OLIVO, PE, PP, PTOE NEW JERSEY PROFESSIONAL ENGINEER LICENSE #46719

STORMWATER OPERATIONS & MAINTENANCE MANUAL ENCLAVE AT MILLINGTON

OCTOBER 25, 2019

1

REPORT CONTENTS

1.0 PROJECT DESCRIPTION ..................................................................................................... 2

2.0 PROPOSED DEVELOPMENT ............................................................................................... 2

3.0 STORMWATER MANAGEMENT OPERATIONAL PROCEDURES ........................................... 2

3.1 MAINTENANCE EQUIPMENT AND PERSONNEL ............................................................................. 3

4.0 STORMWATER BMP INVENTORY ...................................................................................... 4

4.1 GENERAL MAINTENANCE ............................................................................................................ 4

5.0 STORMWATER BMP PREVENTATIVE MAINTENANCE ACTIONS ....................................... 4

5.1 GENERAL MAINTENANCE .................................................................................................................. 5

5.1.1 MONTHLY ...................................................................................................................................... 5

5.1.2 QUARTERLY .................................................................................................................................... 5

5.1.3 ANNUALLY ................................................................................................................................... 5

6.0 INSPECTION AND LOGS OF ALL PREVENTATIVE AND CORRECTIVE MEASURES ............... 5

7.0 ANNUAL EVALUATION OF THE EFFECTIVENESS OF THE PLAN............................................. 7

APPENDIX A: PROJECT PLANS (NOT TO SCALE) ......................................................................... 8

APPENDIX A-1: SITE PLAN .................................................................................................................... 9

APPENDIX A-2: DRAINAGE PLAN ......................................................................................................... 10

APPENDIX A-3: LANDSCAPING PLAN ................................................................................................... 11

APPENDIX B: INSPECTION CHECKLISTS ................................................................................... 12

APPENDIX B-1: GENERAL INSPECTION CHECKLIST LOG ...................................................................... 13

APPENDIX B-2: GENERAL PREVENTATIVE MAINTENANCE LOG ............................................................. 16

APPENDIX B-3: GENERAL CORRECTIVE MAINTENANCE LOG ......................................................... 18

APPENDIX B-4: ANNUAL EVALUATION RECORD................................................................................... 20


OCTOBER 25, 2019

2

1.0 PROJECT DESCRIPTION

Prism Capital Partners is proposing the construction of a mixed-use multi-family and commercial development.

The subject property is designated Block 12301, Lot 1 & Block 10100, Lot 7.01, commonly known as 50 Division

Avenue. The subject property is located within the Millington, Township of Long Hill, MU-O Zone and is bounded

by an NJ Transit Railroad to the north, Division Avenue to the east, Stone House Road to the south, and the Passaic

River to the west.

The total project area is 518,332 SF (11.90 acres), the impervious surfaces has been reduced by 101,070 SF

(2.32 acres), and the total area of disturbance is 339,160 SF (7.79 acres). Project Figures can be found in Appendix

A of this Report.

This Stormwater Operations & Maintenance Manual has been prepared to analyze the potential stormwater

runoff impacts of the proposed project and discuss the measures proposed to conform to the stormwater

management requirements set forth by the Community of Millington within the Township of Longhill, Morris

County Soil Conservation District, and the New Jersey Department of Environmental Protection (NJDEP).

2.0 PROPOSED DEVELOPMENT

Under the proposed development plan, the project area will include a mixed-use family and commercial

development. The proposed development includes the construction of fourteen 10-unit multi-family residences, an

1,800 SF community building, a 4,992 SF retail building, and supporting improvements inclusive of parking facilities,

landscaping, utilities, site lighting, and stormwater management measures. The eastern portion of the site that is

within the limit of disturbance is being collected via the proposed conveyance system on site and either being sent

directly to the Passaic River or to the Municipal conveyance system via catch basins and 15” HDPE pipes.

3.0 STORMWATER MANAGEMENT OPERATIONAL PROCEDURES

Operation and maintenance of the permanent stormwater control BMPs shall be the responsibility of the

operator of the project site at the time that the applicable maintenance is required. The current owner and

responsible agent of the project is:

Prism Millington, LLC 200 Broadacres Drive, Suite 180

Bloomfield, NJ 07003 Phone: (201)-510-2032


OCTOBER 25, 2019

3

A copy of this report and shall be kept on-site at all times both during and after construction. Upon reviewing

agency approval, the title and date of the maintenance plan as well as the contact information of the current agent

responsible for maintaining the stormwater management measures for the project shall be recorded on the deed

of the property on which the measures are located. Any future change in this information such as change in property

ownership shall also be recorded on the deed.

The current responsible agent shall evaluate the maintenance plan for effectiveness at least annually and revise

the plan as necessary. A detailed, written log of all preventative and corrective maintenance performed for each

stormwater management measure must be kept, including a record of all inspections and copies of maintenance-

related work orders. Upon request from a public entity with jurisdiction over the project area the responsible

agent shall make available the maintenance plan and associate logs and other records for review.

3.1 MAINTENANCE EQUIPMENT AND PERSONNEL

The current responsible agent shall ensure that adequate equipment and training is provided to maintenance

personnel to perform the required maintenance tasks. Confined Space Entry Certification shall be required by

personnel entering underground structures and pipes. The material and equipment necessary for inspection and

maintenance activities shall include, but not be limited to, the following:

Landscape Areas: Material and equipment customary in landscape maintenance practices.

Street Sweeping: Litter vacuum or leaf/litter blower to collect sediment from asphalt surface, brooms,

and disposal bags.

The estimated cost of routine, scheduled maintenance activities is estimated to be approximately $6,500.00

per year. Approximate breakdown of yearly routine maintenance costs are noted below (excludes structural

repairs):

MAINTENANCE COST BREAKDOWN

Landscape Areas $3,000.00 per year

Sediment Debris and Trash Removal $2,000.00 per year

Street Sweeping $1,500.00 per year


OCTOBER 25, 2019

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4.0 STORMWATER BMP INVENTORY

The stormwater management measures incorporated into this development are listed below. The

corresponding Field Manuals for the stormwater management measures are located in the Appendix of the

Maintenance Plan.

4.1 GENERAL MAINTENANCE

The following general maintenance tasks shall be performed:

1. All stormwater inlets and manholes shall be inspected for debris and sediment accumulation and structural

integrity at least four (4) times annually. Debris and sediment removal shall be scheduled as required to

maintain stormwater runoff conveyance efficiency and disposed of in compliance with all applicable local,

state, and federal waste regulations.

2. Street sweeping shall occur at least once (1) monthly in all parking lot areas onsite. Regenerative air

equipment shall be used.

3. Trash receptacles onsite shall be emptied, and their liners replaced at a minimum of three (3) times per

week.

4. Landscaping within the developed portions of the site shall be trimmed/mowed twice (2) monthly during

the growing season. Reforested portions of the site shall be left undisturbed to vegetate naturally.

5.0 STORMWATER BMP PREVENTATIVE MAINTENANCE ACTIONS

As per N.J.A.C. 7:8-5.8(b) & (e), preventative and corrective maintenance shall be performed to maintain the

function of the stormwater management measure, including, but not limited to, repairs or replacement to the

structure; removal of sediment, debris, or trash; restoration of eroded areas; snow and ice removal; fence repair

or replacement; restoration of vegetation; and repair or replacement of non-vegetated linings

As per NJDEP BMP Manual Ch. 8 Feb. 2004), maintenance plans should include specific preventative and

corrective maintenance tasks such as removal of sediment, trash, and debris; mowing, pruning, and restoration of

vegetation; restoration of eroded areas; elimination of mosquito breeding habitats; control of aquatic vegetation;

and repair or replacement of damaged or deteriorated components.


OCTOBER 25, 2019

5

5.1 GENERAL MAINTENANCE

A periodic inspection by the Township will be performed. The following general maintenance tasks shall be

performed.

5.1.1 MONTHLY

a. Street sweeping shall occur at least once (1) monthly in all parking lot areas onsite. Regenerative air

equipment shall be used.

b. Trash receptacles onsite shall be emptied, and their liners replaced at a minimum of three (3) times

per week.

c. Landscaping within the developed portions of the site shall be trimmed/mowed twice (2) monthly

during the growing season. Reforested portions of the site shall be left undisturbed to vegetate

naturally.

5.1.2 QUARTERLY

a. All stormwater inlets and manholes shall be inspected for debris and sediment accumulation and

structural integrity at least four (4) times annually. Debris and sediment removal shall be scheduled as

required to maintain stormwater runoff conveyance efficiency and disposed of in compliance with all

applicable local, state, and federal waste regulations.

5.1.3 ANNUALLY

a. A submission to the Township from the owner of the end-of-year maintenance records will be

required.

6.0 INSPECTION AND LOGS OF ALL PREVENTATIVE AND CORRECTIVE

MEASURES

As per N.J.A.C. 7:8-5.8(f), the person responsible for maintenance shall maintain a detailed log of all preventative

and corrective maintenance for the structural stormwater management measures incorporated into the design of

the development, including a record of all inspections and copies of all maintenance-related work orders.


OCTOBER 25, 2019

6

As per NJDEP BMP Manual Ch. 8 (Feb, 2004), a maintenance plan shall include a schedule of regular inspections

and tasks, and detailed logs of all preventative and corrective maintenance performed on the stormwater

management measure, including all maintenance-related work orders. The person with maintenance responsibility

must retain and, upon request, make available the maintenance plan and associated logs and other records for

review by a public entity with administrative, health, environmental, or safety authority over the site. Inspection

Checklists in the Field Manual for the stormwater management measures on this site include:

Appendix B-1: General Inspection Checklist Log

Appendix B-2: General Preventative Maintenance Log

Appendix B-3: General Corrective Maintenance Log

Appendix B-4: Annual Evaluation Records

All inspection and maintenance activities shall be recorded to document frequency of inspection and

maintenance, and implementation of corrective action. All regularly scheduled inspections, inspections following

one (1) inch of precipitation, maintenance activities, and repairs shall be recorded. Refer to the Appendix of this

Manual for the BMP Inspection & Maintenance Log for this facility. This log shall be considered a minimum standard

for recording purposes, the Operator and Inspection/Maintenance Personnel are encouraged to supplement the

Log with additional notes and photos.


OCTOBER 25, 2019

7

7.0 ANNUAL EVALUATION OF THE EFFECTIVENESS OF THE PLAN

As per N.J.A.C. 7:8-5.8(g), the person responsible for maintenance shall evaluate the effectiveness of the

maintenance plan at least once per year and adjust the plan and the deed as needed.

The responsible party should evaluate the effectiveness of the maintenance plan by comparing the maintenance

plan with the actual performance of the maintenance. The items to evaluate may include, but not limited to,

Whether the inspections have been performed as scheduled;

Whether the preventive maintenance has been performed as scheduled;

Whether the frequency of preventative maintenance needs to increase or decrease;

Whether the planned resources were enough to perform the maintenance;

Whether the repairs were completed on time;

Whether the actual cost was consistent with the estimated cost;

Whether the inspection, maintenance, and repair records have been kept.

If actual performance of those items has been deviated from the maintenance plan, the responsible party should

find the causes and implement solutions in a revised maintenance plan.

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APPENDIX A: PROJECT PLANS (NOT TO SCALE)

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APPENDIX A-1: SITE PLAN

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20 F

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30 FT FRONT YARD SETBACK

30 FT SIDE YARD SETBACK

50 FT REAR YARD SETBACK

50 F

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50 FT FRONT YARD SETBACK

20 FT FRONT YARD COMMERCIAL SETBACK

6

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5

5

6 GARAGE PARKING SPACES

PROPOSED MULTIFAMILY10-UNIT RESIDENCE

4,709 SF



4,791 SF

6 GARAGEPARKINGSPACES

BUILDING #8

PROPOSEDMULTIFAMILY

10-UNITRESIDENCE

4,709 SF



4,709 SF


BUILDING #6

BUILDING #11


4,709 SF



4,709 SF



4,709 SF

BUILDING #4

BUILDING #2


4,709 SF


COMMUNITYBUILDING

1,800 SF

BUILDING #14



4,791 SF

BUILDING #1



4,709 SF

BUILDING #3



4,709 SF

BUILDING #9



4,709 SF

BUILDING #10

BUILDING #13

BUILDING #7


4,709 SF


BUILDING #5

BUILDING #12PROPOSED MULTIFAMILY

10-UNIT RESIDENCE4,709 SF


9

5'R

5'R5'R

5'R

5'R 5'R5'R

5'R 5'R

5'R 5'R

5'R 5'R5'R

5'R5'R

5'R 5'R5'R

5'R

5'R

5'R5'R

5'R

5'R

5'R 5'R5'

R 5'R5'R 5'R5'R 5'R5'R

15'R

8'R

3'R3'

R 3'R

3'R 3'R

5'R 10'R

3'R

5'R

3'R

15'R

5'R

3'R3'R

3'R 3'R 3'R

3'R3'R

5'R

5'R

5'R

5'R5'R

3'R

3'R

5'R5'R

3'R

3'R

30'R

5'R

20'R

15'R

5'R5'R

15'R

10'R

3'R

5'R

3'R

3'R3'R

3'R

5'R

5'R5'R

5'R

8'R

3'R

5'R 5'R

30'R

5'R

3'R

3'R

5'R

3'R

3'R

5'R

15'R

30'R

POOL

50 F

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PROPOSEDRETAIL

BUILDING4,992 SF

12'

24'

50.0'

92'

50'

24'

9'

24'

18'

11'

12'

8'

20'

11'

24'

24'

24'

23'

9'

24'

24'

24'

33.8

'

92'

50'

104'

48'

5'

40'

24'

58'

58'

51'

50'

30.0

'

90.1'

282.9'

33' 33'

92'

50'

50'

96'

92'

50'

92'

92'

50'

92'

92'

50'

50'

50'

92' 92'

50'

92'

50'

92'

20.0'

50'

96'

50'

15'11'

50'

11'

20'

9'

18'

20'

11'

9'

18'

9'

18'

9'

18'

9'

18'

20'

15'

9'

18'

23'

9'

9'

18'

18'

9'

9'

18'

11'

20'

11'

11'

20'

9'

18'

11'

20'

11'

20'

11'

20'

11'

20'

11'

20'

92'

92'

18'

36'

50'

12'

30'

40'

18'

9'

533'

8'

18'

12'

46.6

'

15'

5'

10'

5'

51'

37'

30'

30'

30'

21'

5'

3'3' 3' 3' 3' 3'

3'3'3'3'

3'

3'

3' 3'

3' 3' 3' 3'

3'3'

3'3'

3' 3'3' 3'

3' 3'

5'

5'

5'

8'

6'

8'

5'

8'

11'5' 8'

4'(TYPICAL)

34.6

'

PROPOSED ASPHALT

PAVEMENT (TYPICAL)

PROPOSED LIMIT OF

CONCRETE CURB (TYPICAL)

PROPOSED ASPHALTREPAIR STRIP (TYPICAL)

PROPOSED STOP BAR AND(R1-1) STOP SIGN (TYPICAL)

PROPOSED 4" WHITESTRIPE FOR PARKING

STALLS (TYPICAL)

PROPOSED CONCRETE

SIDEWALK (TYPICAL)

NJDEP RESTRICTED

AREA BOUNDARY

PROPOSED BLOCKWALL (TYPICAL)

PROPOSED ADA STRIPING

AND MARKINGS (TYPICAL)

PROPOSED 3' x 7.5'

TRASH ENCLOSURE(TYPICAL)

PROPOSED 3' x 5' CONCRETECONDENSER PADS

(TYPICAL)

PROPOSED CONCRETE

CURB (TYPICAL)

PROPOSED CONCRETESIDEWALK (TYPICAL)

PROPOSED CONCRETESIDEWALK (TYPICAL)

PROPOSED PATIOAREA (TYPICAL)

PROPOSED PATIOAREA (TYPICAL)

PROPOSED STAIRS

(TYPICAL)

PROPOSED 6" CONCRETE

CONDENSER PADS (TYPICAL)

PROPOSED GAZEBO

PROPOSED ADA STRIPING

AND MARKINGS (TYPICAL)

PROPOSED 445' SIGHTTRIANGLE FOR 35 MPHAS PER AASHTO


NJDEP RESTRICTEDAREA


GENERAL NOTES

1. THE CONTRACTOR SHALL VERIFY AND FAMILIARIZE THEMSELVESWITH THE EXISTING SITE CONDITIONS AND THE PROPOSED SCOPE

OF WORK (INCLUDING DIMENSIONS, LAYOUT, ETC.) PRIOR TOINITIATING THE IMPROVEMENTS IDENTIFIED WITHIN THESE

DOCUMENTS. SHOULD ANY DISCREPANCY BE FOUND BETWEEN THEEXISTING SITE CONDITIONS AND THE PROPOSED WORK THE

CONTRACTOR SHALL NOTIFY STONEFIELD ENGINEERING & DESIGN,LLC. PRIOR TO THE START OF CONSTRUCTION.

2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS ANDENSURE THAT ALL REQUIRED APPROVALS HAVE BEEN OBTAINED

PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL REQUIREDPERMITS AND APPROVALS SHALL BE KEPT ON SITE AT ALL TIMES

DURING CONSTRUCTION.3. ALL CONTRACTORS WILL, TO THE FULLEST EXTENT PERMITTED BY

LAW, INDEMNIFY AND HOLD HARMLESS STONEFIELD ENGINEERING &

DESIGN, LLC. AND IT'S SUB-CONSULTANTS FROM AND AGAINST ANYDAMAGES AND LIABILITIES INCLUDING ATTORNEY'S FEES ARISING

OUT OF CLAIMS BY EMPLOYEES OF THE CONTRACTOR IN ADDITIONTO CLAIMS CONNECTED TO THE PROJECT AS A RESULT OF NOT

CARRYING THE PROPER INSURANCE FOR WORKERS COMPENSATION,LIABILITY INSURANCE, AND LIMITS OF COMMERCIAL GENERAL

LIABILITY INSURANCE.4. THE CONTRACTOR SHALL NOT DEVIATE FROM THE PROPOSED

IMPROVEMENTS IDENTIFIED WITHIN THIS PLAN SET UNLESS APPROVALIS PROVIDED IN WRITING BY STONEFIELD ENGINEERING & DESIGN,LLC.

5. THE CONTRACTOR IS RESPONSIBLE TO DETERMINE THE MEANS ANDMETHODS OF CONSTRUCTION.

6. THE CONTRACTOR SHALL NOT PERFORM ANY WORK OR CAUSEDISTURBANCE ON A PRIVATE PROPERTY NOT CONTROLLED BY THE

PERSON OR ENTITY WHO HAS AUTHORIZED THE WORK WITHOUTPRIOR WRITTEN CONSENT FROM THE OWNER OF THE PRIVATE

PROPERTY.7. THE CONTRACTOR IS RESPONSIBLE TO RESTORE ANY DAMAGED OR

UNDERMINED STRUCTURE OR SITE FEATURE THAT IS IDENTIFIED TOREMAIN ON THE PLAN SET. ALL REPAIRS SHALL USE NEW MATERIALS

TO RESTORE THE FEATURE TO ITS EXISTING CONDITION AT THECONTRACTORS EXPENSE.

8. CONTRACTOR IS RESPONSIBLE TO PROVIDE THE APPROPRIATE SHOPDRAWINGS, PRODUCT DATA, AND OTHER REQUIRED SUBMITTALS

FOR REVIEW. STONEFIELD ENGINEERING & DESIGN, LLC. WILL REVIEWTHE SUBMITTALS IN ACCORDANCE WITH THE DESIGN INTENT ASREFLECTED WITHIN THE PLAN SET.

9. THE CONTRACTOR IS RESPONSIBLE FOR TRAFFIC CONTROL INACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES, LATEST EDITION.10. THE CONTRACTOR IS REQUIRED TO PERFORM ALL WORK IN THE

PUBLIC RIGHT-OF-WAY IN ACCORDANCE WITH THE APPROPRIATEGOVERNING AUTHORITY AND SHALL BE RESPONSIBLE FOR THE

PROCUREMENT OF STREET OPENING PERMITS.11. THE CONTRACTOR IS REQUIRED TO RETAIN AN OSHA CERTIFIED

SAFETY INSPECTOR TO BE PRESENT ON SITE AT ALL TIMES DURINGCONSTRUCTION & DEMOLITION ACTIVITIES.

12. SHOULD AN EMPLOYEE OF STONEFIELD ENGINEERING & DESIGN, LLC.BE PRESENT ON SITE AT ANY TIME DURING CONSTRUCTION, IT DOESNOT RELIEVE THE CONTRACTOR OF ANY OF THE RESPONSIBILITIES

AND REQUIREMENTS LISTED IN THE NOTES WITHIN THIS PLAN SET.

GRAPHIC SCALE IN FEET

0' 80'40'40'

1" = 40'SITE PLAN

C-4

1" = 30'

SYMBOL DESCRIPTION

SAWCUT LINE

PROPOSED CURB

PROPOSED DEPRESSED CURB

PROPOSED BUILDING

PROPOSED CONCRETE

SETBACK LINE

PROPOSED BUILDING DOORS

PROPOSED SIGNS / BOLLARDS

PROPERTY LINE

LAND USE AND ZONING

BLOCK 12301, LOT 1 & BLOCK 10100, LOT 7.01

PROPOSED REDEVELOPMENT (MU-O ZONE)

PROPOSED USE

MULTI-FAMILY RESIDENTIAL PERMITTED USE

RETAIL PERMITTED USE

ZONING PARAMETERS ZONE MU-OREQUIREMENTS

EXISTING PROPOSED

MAXIMUM COMMERCIAL SPACE 10,000 SF N/A 4,992 SF

MINIMUM LOT AREA 11 ACRES (495,786.26 SF) 11.90 ACRES (518,322 SF) 11.90 ACRES (518,322 SF)

MAXIMUM APARTMENT DENSITY 142.8 APARTMENTS

(12 APARTMENTS / 1 ACRE)

N/A 140 APARTMENTS

(11.8 APARTMENTS / 1 ACRE)

MINIMUM REQUIRED AFFORDABLEHOUSING UNITS

15% N/A 15% (21 UNITS)

MINIMUM LOT WIDTH 500 FT 532.98 FT 532.98 FT

MAXIMUM BUILDING HEIGHT

(FACING DIVISION AVE OR NJ TRANSIT)

2.5 STORIES / 35 FT 1 STORY / 20 FT 1 STORY / < 20 FT

MAXIMUM BUILDING HEIGHT(FACING STONE HOUSE RD AND IN

INTERIOR OF PROPERTY)

3 STORIES / 45 FT 3 STORIES / 45 FT 3 STORIES / < 45 FT

MINIMUM FRONT YARD SETBACK(FACING DIVISION AVENUE)

50 FT 20.9 FT 50.0 FT

MINIMUM FRONT YARD SETBACK(COMMERCIAL BUILDINGS FACING

DIVISION AVENUE)

20 FT 20.9 FT 20.0 FT

MINIMUM FRONT YARD SETBACK(FACING STONE HOUSE ROAD)

30 FT 9.3 FT (EN) 33.8 FT

MINIMUM SIDE YARD SETBACK 30 FT 49.2 FT 30.0 FT

MINIMUM REAR YARD SETBACK 50 FT 241.1 FT 90.1 FT

MAXIMUM BUILDING COVERAGE 20.0% (103,664.4 SF) 29.7% (154,190 SF) (EN) 14.1% (72,882 SF)

MAXIMUM LOT COVERAGE 40.0% (207,323.2 SF) 59.3% (307,609 SF) (EN) 39.8% (206,525 SF)

MAXIMUM FLOOR AREA RATIO 0.50 (259,161 SF) 0.47 (244,490 SF) 0.39 (203,194 SF)

MINIMUM BUFFER FROM NEIGHBORING

PROPERTIES & STREETS

10 FT 49.2 FT 20.0 FT

OFF-STREET PARKING REQUIREMENTS

CODE SECTION REQUIRED PROPOSED

§ 151.1 c

RSIS - § 5.21TABLE 4.4

RETAIL PARKING

4,992 SF x (1 SPACE / 200 SF) = 25 SPACES

RESIDENTIAL PARKING (GARDEN APARTMENTS):126 - TWO BR UNIT x (2.0 SPACES / UNIT) = 252 SPACES

14 - THREE BR UNIT x (2.1 SPACES / UNIT) = 29 SPACES

TOTAL = 281 SPACES

TOTAL REQUIRED PARKING: 306 SPACES

25 SPACES

84 DRIVEWAY SPACES*84 GARAGE SPACES*114 GUEST SPACES

307 SPACES

RSIS - § 5.21TABLE 4.4 b.

REQUIREMENTS FOR ATTACHED UNITS INCLUDE PROVISIONS

FOR GUEST PARKING (0.5 SPACES PER DWELLING UNIT).GUEST PARKING MUST EITHER BE PROVIDED FOR ON STREET

OR IN COMMON PARKING AREAS.140 UNITS x (.5 SPACES / UNIT) = 70 GUEST PARKING SPACES

114 SPACES**

ADAREQUIREMENTS

REQUIRED ADA PARKING SPACES

2% OF TOTAL PARKING PROVIDED306 SPACES x 0.02 = 6.12 ≈ 7 SPACES

10 ADA PARKING SPACES

(INCLUSIVE OF 2 VANACCESSIBLE AND 2

SPACES WITHINGARAGES

§ 151.2 a PARKING AREA DESIGN:

INGRESS AND EGRESS DRIVE WIDTHTWO-WAY = 24 FT

24.0 FT

§ 151.2 b PARKING AREA DESIGN:

DRIVE AISLE WIDTH90 DEGREE PARKING = 24 FT

24.0 FT

§ 151.1 b OFF STREET PARKING SPACE DIMENSIONSWIDTH = 9 FTLENGTH = 18 FT

WIDTH = 9.0 FTLENGTH = 18.0 FT

§ 151.3 a REQUIRED LOADING BERTHS:

RETAIL USE - 0 SF TO 5,000 SF: 0 LOADING BERTH 0 LOADING BERTHS

(*)

(**)

PER NJAC 5:21-4.14 (d) 2, ONE-CAR GARAGE AND DRIVEWAY COMBINATION SHALL COUNT AS 2.0 OFF-STREETPARKING SPACES. PROVIDED DRIVEWAY MEASURES A MINIMUM 18FT IN LENGTH.

ALL SPACES NOT LOCATED WITHIN GARAGES AND DRIVEWAYS ARE CONSIDERED GUEST PARKING

(EN) EXISTING NON-CONFORMITY

PROPOSED RETAINING WALL

CHARLES D. OLIVO, P.E.NEW JERSEY LICENSE No. 46719

LICENSED PROFESSIONAL ENGINEER

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PR

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SCALE: PROJECT ID:

DRAWING:

T-17298

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FO

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2 P

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PROPOSED FLUSH CURB

10

APPENDIX A-2: DRAINAGE PLAN

W

X

X

X

X

X

X

X

X

X

XX

XX

XX

XX

XX

XX

XX

XX

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

G

G

G

G

GG

GG

GG

G

GG

G

G

G

G

G

G

G

G

G G G G G G G G G G G G G G

G

G

G

G

G

G

G

G

G

G

W

W

W

W

W

W

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

O

H

O

H

OH

OH

OH

OH

OH

OH

OHOH

OHOH

OHOH OH OH OH

OHOH

OHOH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

O

H

G

G

G

G

G

ST

ON

E H

OU

SE

RO

AD

DIV

IS

IO

N A

VE

NU

E

(50' W

ID

E P

ER

T

AX

M

AP

- S

EE

D

BK

. 3151 P

G. 287)

(50' W

IDE

PE

R R

EF

ER

EN

CE

D S

UR

VE

Y B

Y C

AR

L B

. S

CH

ER

ZE

R)

G G G G G G G G G G G G G G G G G G G G

T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

GG

GG

GG

GG

GG

GG

GG

GG

G

T/C T/C T/C T/C T/C T/C T/C T/C T/C

T/C

W

G G G G G G G G G G G G

G

T/C T/C T/C T/C T/C T/C

G G G G G G G

SA

N

GG

GG

G

T/C

T/C

T/C

T/C

T/C

W

SAN

S

S S S

SS S

S

S

S

W

G

T/C

W

G SA

N

W

G

T/C

W

G SA

N

T/C

G

SAN

S

T/C

W

G

SA

N

T/C

W

G

T/C

W

G

SA

N

W

G

W

T/C

G

SA

N

SAN

W W

G G

T/C

T/C

G

SA

N

T/C

W

G

SA

N

W

G

MAIN FFE = 258.25GARAGE FFE = 257.75

FF = 268.50

FF = 270.00





MA

IN F

FE

= 2

58.2

5G

AR

AG

E F

FE

= 2

57.7

5









240

245

250

255

256

256 256

256

256

257

257

258258

258

259

261

257

257

260

259

260

260

260

260 260

257

258

259

259

260

260

259

259259259

258

258 258

258

260

260

260

261

261

261

262

260

260

263

262

264 264

264 264

261

261

262 262

262

263

269

264

265

267

269

266

268

271

270

271

264

265

265

266

267

265

268

266

267

269

269

267

268

265

265

264

268

263

263

264

263

268

267

266

265

265

266

259260

261

265

264

262

263

261

261

261261

261 261259 259257257

244243

250

259

254

253

252

251

249

248

247

246

244

243

242

241

257

256

255

254

253

252

251

250

249248247246245

252251254253

255

258257

256

262

260261

263

265

267

264

269

266

270

268

258

258

258

252

253

254

255

256

257

258

259

258

258

258 258

262

263

264

263

264

262

261260

265

266

267

268

269

270271 272

273

273

272

271

270

260

262

262262262

261

262

261

265265

261

261 261

261 261

261

262

261

260

260 260

259 259

259

257

256

266

267 268 269

270

267

269

268

270

271

260

0

MH

MH

MH

MH

NO. D-400

GRATE: 247.67

12" INVERT (A): 245.17

EX. 12" INVERT (B): 244.76

EX. 12" INVERT (C): 243.81

EXISTING TYPE 'E'

STORM INLET

NO. D-401

GRATE: 250.50

8" INVERT (A): 248.00

12" INVERT (B): 248.00

12" INVERT (C): 445.27

PROPOSED STORMWATER

MANHOLE

PROPOSED 10 LF 12"

RCP @ 1.00% SLOPE

PROPOSED 135 LF 12"

HDPE @ 3.00% SLOPE

PROPOSED 132 LF 12"

HDPE @ 3.00% SLOPE

PROPOSED CLEANOUTINVERT: 251.91

PROPOSED CONNECTIONINVERT: 251.94

PROPOSED CLEANOUT

INVERT: 251.60

PROPOSED CLEANOUT

INVERT: 251.97

PROPOSED CLEANOUT

INVERT: 252.14

PROPOSED CONNECTION

INVERT: 252.04

PROPOSED YARD INLET (YD-1)

INVERT: 252.25


INVERT: 252.50

PROPOSED CLEANOUT

INVERT: 252.54 PROPOSED CONNECTIONINVERT: 252.64

PROPOSED CLEANOUT

INVERT: 252.20

PROPOSED CLEANOUT

INVERT: 252.54

PROPOSED CLEANOUT

INVERT: 252.68

BUILDING CONNECTIONINVERT: 252.64


INVERT: 252.83


INVERT: 253.08

PROPOSED CLEANOUT

INVERT: 256.16

PROPOSED CLEANOUT

INVERT: 256.50

PROPOSED CLEANOUT

INVERT: 256.64

PROPOSED CONNECTION

INVERT: 256.60

PROPOSED CLEANOUT

INVERT: 256.79

PROPOSED CLEANOUT

INVERT: 257.04



PROPOSED CONNECTION

INVERT: 256.60

PROPOSED CLEANOUT

INVERT: 256.50


PROPOSED CLEANOUT

INVERT: 257.73

MH

MH

NO. D-100

GRATE: 259.75

15" INVERT (A): 256.00

EX. 18" INVERT (B): 251.83

EX. 18" INVERT (C): 251.83

PROPOSED STORMWATER

MANHOLE

PROPOSED CLEANOUT

INVERT: 256.10

PROPOSED CONNECTION

INVERT: 256.15


PROPOSED CONNECTION

INVERT: 256.88

NO. D-101

RIM: 261.67

15" INVERT (IN): 257.02

15" INVERT (OUT): 257.02

PROPOSED STORMWATER

MANHOLE

NO. D-102

GRATE: 260.50

15" INVERT (A): 257.50

15" INVERT (B): 255.91

15" INVERT (C): 255.91

PROPOSED STORMWATER

MANHOLENO. D-103

GRATE: 259.85

15" INVERT (IN): 256.15

15" INVERT (OUT): 256.15

PROPOSED TYPE 'A'STORM INLETNO. D-104

GRATE: 259.85

15" INVERT (OUT): 256.85

PROPOSED TYPE 'A'

STORM INLETNO. D-105

GRATE: 263.92

15" INVERT (OUT): 259.05

PROPOSED TYPE 'A'STORM INLET

PROPOSED 68 LF 15"

HDPE @ 1.00% SLOPE

PROPOSED 10 LF 15"

HDPE @ 1.00% SLOPE

PROPOSED 64 LF 15"

HDPE @ 1.00% SLOPE

PROPOSED 155 LF 15"

HDPE @ 1.00% SLOPE

PROPOSED 24 LF 15"

HDPE @ 1.00% SLOPE

PROPOSED 70 LF 15"

HDPE @ 1.00% SLOPE

PROPOSED 24 LF 15"

HDPE @ 1.00% SLOPE

MH

NO. D-300

GRATE: 251.50

15" INVERT (IN): 248.50

EX. 15" INV. (OUT): 245.00

PROPOSED TYPE 'A'

STORM INLET

NO. D-301

GRATE: 257.17

6" INVERT (A): 254.17

6" INVERT (B): 252.18

15" INVERT (C): 250.05

15" INVERT (D): 249.20

PROPOSED STORMWATER

MANHOLE

PROPOSED 30 LF 15"

HDPE @ 1.00% SLOPE


INVERT: 257.32

PROPOSED CONNECTION

INVERT: 254.53


PROPOSED CLEANOUT

INVERT: 254.48

PROPOSED 5 LF 6"

PVC @ 1.00% SLOPE

PROPOSED 21 LF 6"

PVC @ 1.00% SLOPE

PROPOSED CLEANOUT

INVERT: 254.27

PROPOSED 24 LF 15"

HDPE @ 3.00% SLOPE

PROPOSED 10 LF 6"

PVC @ 1.00% SLOPE

PROPOSED 53 LF 6"

PVC @ 1.00% SLOPE

PROPOSED 5 LF 6"

PVC @ 1.00% SLOPE

NO. D-310

GRATE: 258.00

15" INVERT (OUT): 255.00


NO. D-302

GRATE: 258.58

15" INVERT (A): 254.53

15" INVERT (B): 250.75

15" INVERT (C): 250.75

PROPOSED STORMWATERMANHOLE

PROPOSED CLEANOUT

INVERT: 254.80

PROPOSED 47 LF 15"

HDPE @ 1.00% SLOPE

NO. D-303

GRATE: 256.85

15" INVERT (A): 253.85

15" INVERT (B): 251.05

15" INVERT (C): 251.05

PROPOSED TYPE 'A'

STORM INLET

PROPOSED 30 LF 15"

HDPE @ 1.00% SLOPE

PROPOSED 75 LF 15"

HDPE @ 1.00% SLOPE

NO. D-304

GRATE: 255.85

15" INVERT (IN): 252.19

15" INVERT (OUT): 252.19


PROPOSED 114 LF 15"

HDPE @ 1.00% SLOPE

PROPOSED 66 LF 15"

HDPE @ 1.00% SLOPE

NO. D-305

GRATE: 255.85

15" INVERT (IN): 252.85

15" INVERT (OUT): 252.85


PROPOSED 62 LF 15"

HDPE @ 1.00% SLOPE

NO. D-306

GRATE: 257.50

15" INVERT (IN): 253.47

15" INVERT (OUT): 253.47


PROPOSED 70 LF 15"

HDPE @ 1.00% SLOPE

NO. D-307

GRATE: 258.55

15" INVERT (IN): 254.17

15" INVERT (OUT): 254.17


PROPOSED 62 LF 15"

HDPE @ 1.00% SLOPE

NO. D-308

GRATE: 259.85

15" INVERT (IN): 254.79

15" INVERT (OUT): 254.79

PROPOSED TYPE 'A'

STORM INLET

PROPOSED 70 LF 15"

HDPE @ 1.00% SLOPE

NO. D-309

GRATE: 259.85

15" INVERT (OUT): 255.49

PROPOSED TYPE 'A'

STORM INLET






INVERT: 254.71


INVERT: 255.40


PROPOSED 10 LF 6"

PVC @ 1.00% SLOPE

PROPOSED 37 LF 6"

PVC @ 1.00% SLOPE

PROPOSED 37 LF 6"

PVC @ 1.00% SLOPE

PROPOSED YARD INLET (XX)

INVERT: 255.92

PROPOSED YARD INLET (XX)INVERT: 256.17

PROPOSED YARD INLET (XX)

INVERT: 255.76



PROPOSED 25 LF 6"

PVC @ 1.00% SLOPE

PROPOSED 21 LF 6"

PVC @ 1.00% SLOPE

PROPOSED 25 LF 6"

PVC @ 1.00% SLOPE

PROPOSED 18 LF 6"

PVC @ 1.00% SLOPE

PROPOSED 26 LF 15"

HDPE @ 1.00% SLOPE

PROPOSED 32 LF 8"

PVC @ 1.00% SLOPE

PROPOSED YARD INLET (YD-2)INVERT: 252.50

PROPOSED 7 LF 6"

PVC @ 1.00% SLOPE

PROPOSED 68 LF 6"

PVC @ 1.00% SLOPE

PROPOSED YARD INLET (YD-2)INVERT: 253.18



A

B

A

B

A B

A

B

C

C

C

A

B

C

D

A

B

C

C

B

A

PROPOSED 7 LF 6"

PVC @ 1.00% SLOPE

PROPOSED 69 LF 15"

HDPE @ 1.00% SLOPE


PROPOSED 69 LF 15"

HDPE @ 1.00% SLOPE

PROPOSED 11 LF 6"

PVC @ 1.00% SLOPE

PROPOSED CLEANOUT

INVERT: 255.55

MH

MH

MH

MH

DRAINAGE PLAN

C-6

1" = 30'

DRAINAGE AND UTILITY NOTES

1. THE CONTRACTOR TO PERFORM A TEST PIT PRIOR TO

CONSTRUCTION (RECOMMEND 30 DAYS PRIOR) AT LOCATIONS OFEXISTING UTILITY CROSSINGS FOR STORMWATER IMPROVEMENTS.

SHOULD A CONFLICT EXIST, THE CONTRACTOR SHALL IMMEDIATELYNOTIFY STONEFIELD ENGINEERING & DESIGN, LLC. IN WRITING.

2. CONTRACTOR SHALL START CONSTRUCTION OF STORM LINES ATTHE LOWEST INVERT AND WORK UP-GRADIENT.

3. THE CONTRACTOR IS REQUIRED TO CALL THE APPROPRIATEAUTHORITY FOR NOTICE OF CONSTRUCTION/EXCAVATION ANDUTILITY MARK OUT PRIOR TO THE START OF CONSTRUCTION IN

ACCORDANCE WITH STATE LAW. CONTRACTOR IS REQUIRED TOCONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF UTILITIES

IN THE FIELD. SHOULD A DISCREPANCY EXIST BETWEEN THE FIELDLOCATION OF A UTILITY AND THE LOCATION SHOWN ON THE PLAN

SET OR SURVEY, THE CONTRACTOR SHALL NOTIFY STONEFIELDENGINEERING & DESIGN, LLC. IMMEDIATELY IN WRITING.

4. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN A RECORD OF THEAS-BUILT LOCATIONS OF ALL PROPOSED UNDERGROUND

INFRASTRUCTURE. THE CONTRACTOR SHALL NOTE ANYDISCREPANCIES BETWEEN THE AS-BUILT LOCATIONS AND THE

LOCATIONS DEPICTED WITHIN THE PLAN SET. THIS RECORD SHALL BEPROVIDED TO THE OWNER FOLLOWING COMPLETION OF WORK.

PROPOSED STORMWATER STRUCTURES

PROPOSED STORMWATER PIPING

MHMH

PROPERTY LINE

PROPOSED GRADING CONTOUR100



T:\2017\T

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T-17298

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Ruth

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tonefield

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com

Head

quar

ters

: 9

2 P

ark A

venue, R

uth

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ord

, N

J 0

7070

Phone 2

01.3

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468 ·

Fax

201.3

40.4

472

10/2

5/2

019

NA

PR

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0' 60'30'30'

1" = 30'

SYMBOL DESCRIPTION

11

APPENDIX A-3: LANDSCAPING PLAN

G G G G G G G G G G G G G G G G G G G GT/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

GG

GG

GG

GG

GG

GG

GG

GG

G


T/C

W


G

T/C T/C T/C T/C T/C T/CG G G G G G G

SAN

GG

GG

G

T/C

T/C

T/C

T/C

T/CW

SAN

S

S S S

SS S

S

S

S

W G

T/C

W

G SAN

W G

T/C

W

G SAN

T/CGSAN

S

T/C

W

G SAN

T/C

W

G

T/C

W

G SAN

W

G

WT

/C G SAN

SAN

W WG G

T/CT

/C G SAN

T/C

W

G SAN

W

G

G G G G G G G G G G G G G G G G G G G G

T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

T/C

GG

GG

GG

GG

GG

GG

GG

GG

G


T/C

W


G

T/C T/C T/C T/C T/C T/C

G G G G G G G

SA

N

GG

GG

G

T/C

T/C

T/C

T/C

T/C

W

SAN

W

G

T/C

W

G SA

N

W

G

T/C

W

G SA

N

T/C

G

SAN

T/C

W

G

SA

N

T/C

W

G

T/C

W

G

SA

N

W

G

W

T/C

G

SA

N

SAN

W W

G G

T/C

T/C

G

SA

N

T/C

W

G

SA

N

W

G

W

X

X

X

X

X

X

X

X

X

XX

XX

XX

XX

XX

XX

XX

XX

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

G

G

G

G

GG

GG

GG

G

GG

G

G

G

G

G

G

G

G


G

G

G

G

G

G

G

G

G

G

W

W

W

W

W

W

G

G

G

G

G



4,709 SF



4,791 SF


BUILDING #8

PROPOSEDMULTIFAMILY

10-UNITRESIDENCE

4,709 SF



4,709 SF


BUILDING #6

BUILDING #11


4,709 SF



4,709 SF



4,709 SF

BUILDING #4

BUILDING #2


4,709 SF


COMMUNITYBUILDING

1,800 SF

BUILDING #14



4,791 SF

BUILDING #1



4,709 SF

BUILDING #3



4,709 SF

BUILDING #9



4,709 SF

BUILDING #10

BUILDING #13

BUILDING #7


4,709 SF


BUILDING #5




POOL

PROPOSEDRETAIL

BUILDING4,992 SF

W

X

X

X

X

X

X

X

X

X

XX

XX

XX

XX

XX

XX

XX

XX

XX

X

X

X

X

X

X

X

X

X

X

X

X

X

X

G

G

G

G

GG

GG

GG

G

GG

G

G

G

G

G

G

G

G


G

G

G

G

G

G

G

G

G

G

W

W

W

W

W

W

G

G

G

G

G



4,709 SF



4,791 SF


BUILDING #8

PROPOSEDMULTIFAMILY

10-UNITRESIDENCE

4,709 SF



4,709 SF


BUILDING #6

BUILDING #11


4,709 SF



4,709 SF



4,709 SF

BUILDING #4

BUILDING #2


4,709 SF


COMMUNITYBUILDING

1,800 SF

BUILDING #14



4,791 SF

BUILDING #1



4,709 SF

BUILDING #3



4,709 SF

BUILDING #9



4,709 SF

BUILDING #10

BUILDING #13

BUILDING #7


4,709 SF


BUILDING #5




POOL

PROPOSEDRETAIL

BUILDING4,992 SF

AR

AR

AR

AR

AR

AR

AR

AR

AR

AR

AR

AR

AR

GT

GT

GT

GT

GT

GT

GT

GT

GTGTGT GT

GT

GT

CBUP

UP

UP

UP

UPUP

CB

CB

CB

UP

UP

AO

CB

CB

CBCB

QB QBQB QB

CB

CB CB

AA

AA

AA

AA

AAAA

AA

AA

AA

AA

AA

UP

GT

AO CB

AO

AO

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AO

AO

AR

UP

UP

QB

AR

AR

GT

4 IC

3 PA

5 PM

11 IG

5 PA

5 IC

3 IC

3 PO2 PO

9 PM

9 IC

12 JH

9 JH

7 JH

5 JH

15 LM

6 LM

18 SJ

87 ICG

3 PA

3 PM

3 PA

5 IC

15 JH

5 IC

5 IH

3 IN

5 IH

5 IH

4 IH

5 IH

19 JH

2 IC5 IC

2 IC

5 IC

5 IC

6 IH

17 JH

5 IC

5 IC3 IN

5 IC

5 IC

17 JH

5 IC

5 IC

20 JS

30 JS

5 IC

3 PM

2 PG

3 PM

3 PA

3 PA

3 PM

5 LM

7 LM

5 LM

5 LM

5 LM

13 LM

13 LM

8 LM

14 LM

16 LM

4 JS

1 IS

17 IH

1 IS

3 RR

8 SJ

1 IS

8 SJ

17 IH

1 IS

3 RR

5 IH 3 RR

5 IH

11 LM

4 JS

9 LM

9 LM

9 LM

9 LM

9 LM

9 LM

9 LM

9 LM

1 IS

5 IH

1 IS

3 RR

5 IH

9 SJ

7 IG

1 AC

3 PA 3 PO

9 CF 9 CS9 PM 11 CA

7 PG

11 SJ

18 IG

3 PO

9 PA7 PM

11 CA

9 PA

15 SJ

11 CA

3 PO

9 IG

9 CS

9 CF

3 PO

3 PM

9 SJ

9 IG

15 CA

3 PM

1 AC

1 AC

1 PM

5 PM

18 CS

9 CF

9 IC

9 IC

13 SJ

6 IG

6 IC

3 PG

5 PA

5 PA

11 IC

11 SJ

7 PM

3 PG

15 IG

15 CA

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

4 JS

5 IH

8 SJ

8 SJ

7 SJ7 SJ

7 SJ7 SJ

2 AC

1 PG

4 AC

1 AC 3 PM

13 LM

3 IN

6 IC

30 SJ

12 IH

12 IH

1 PM

1 PM

1 IS 1 IS

LANDSCAPING NOTES

1. THE CONTRACTOR SHALL RESTORE ALL DISTURBED GRASS ANDLANDSCAPED AREAS TO MATCH EXISTING CONDITIONS UNLESS

INDICATED OTHERWISE WITHIN THE PLAN SET.2. THE CONTRACTOR SHALL RESTORE ALL DISTURBED LAWN AREAS

WITH A MINIMUM 4 INCH LAYER OF TOPSOIL AND SEED.3. THE CONTRACTOR SHALL RESTORE MULCH AREAS WITH A MINIMUM

3 INCH LAYER OF MULCH .4. THE MAXIMUM SLOPE ALLOWABLE IN LANDSCAPE RESTORATION

AREAS SHALL BE 3 FEET HORIZONTAL TO 1 FOOT VERTICAL (3:1SLOPE) UNLESS INDICATED OTHERWISE WITHIN THE PLAN SET.

5. THE CONTRACTOR IS REQUIRED TO LOCATE ALL SPRINKLER HEADSIN AREA OF LANDSCAPING DISTURBANCE PRIOR TO

CONSTRUCTION. THE CONTRACTOR SHALL RELOCATE SPRINKLERHEADS AND LINES IN ACCORDANCE WITH OWNER'S DIRECTIONWITHIN AREAS OF DISTURBANCE.

6. THE CONTRACTOR SHALL ENSURE THAT ALL DISTURBEDLANDSCAPED AREAS ARE GRADED TO MEET FLUSH AT THE

ELEVATION OF WALKWAYS AND TOP OF CURB ELEVATIONS EXCEPTUNLESS INDICATED OTHERWISE WITHIN THE PLAN SET. NO ABRUPT

CHANGES IN GRADE ARE PERMITTED IN DISTURBED LANDSCAPINGAREAS.

LANDSCAPING PLAN

C-10

1" = 30'

NEW JERSEY

BEFORE YOU BREAK GROUND FOR A PROJECT AROUND YOUR YARD, SUCH AS A

FENCE, IN-GROUND POOL, OR HOME ADDITION, YOU MUST CALL NEW JERSEY ONE

CALL AT (800) 272-1000 TO REQUEST A MARK OUT OF THE UTILITY SERVICES THAT

ARE UNDERGROUND. IT IS RECOMMENDED THAT YOU CALL 3 DAYS

BEFORE YOU DIG. THE STATE OF NEW JERSEY REQUIRES THAT

YOU CALL "BEFORE" YOU DIG SO THAT YOU CAN IDENTIFY

WHERE THE UNDERGROUND UTILITIES ARE LOCATES (SUCH

AS WATER, GAS, ELECTRIC, PHONE, CABLE, ETC.) ONCE

THE SERVICES ARE "MARKED OUT", YOU CAN DIG

WITHOUT THE RISK OF INTERRUPTING SERVICE FROM

ONE OF THESE UTILITIES, DAMAGING PROPERTY OR

SUFFERING PERSONAL INJURY. IF YOU ARE HAVING A

PROFESSIONAL DO THE WORK FOR YOU, THEY ARE

RESPONSIBLE TO CONTACT ONE CALL. UTILITY

SERVICES ARE MARKED OUT WITH PAINT OR A FLAG. THE

FOLLOWING LIST WILL HELP YOU IDENTIFY WHAT UTILITY

ELECTRIC=RED, GAS/OIL=YELLOW, COMMUNICATION TV=ORANGE, WATER=

BLUE, SEWER=GREEN, TEMPORARY SURVEY MARKINGS=MAGENTA, PROPOSED

EXCAVATION=WHITE

ONE CALL

HAS PERFORMED A MARK OUT:

PLANT SCHEDULE

ALL PLANTS TO BE UNIFORM WITHIN SPECIES, VIGOROUS, AND FULL.

QTY KEY BOTANICAL NAME COMMON NAME SIZE REMARKS

SHADE TREES

11 AA ACER RUBRUM 'ARMSTRONG' ARMSTRONG MAPLE 3" CAL. MIN. B&B 7' MIN.CLR, STRAIGHT LEADER

8 AO ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 3" CAL. MIN. B&B 7' MIN.CLR, STRAIGHT LEADER

16 AR ACER RUBRUM 'RED SUNSET' RED SUNSET RED MAPLE 3" CAL. MIN. B&B 7' MIN.CLR, STRAIGHT LEADER

12 CB CARPINUS BETULUS 'FASTIGIATA' UPRIGHT HORNBEAM 3" CAL. MIN. B&B 7' MIN.CLR, STRAIGHT LEADER

16 GT GLEDITSIA TRIACANTHOS INERMIS HONEY LOCUST 3" CAL. MIN. B&B 7' MIN.CLR, STRAIGHT LEADER

5 QB QUERCUS BICOLOR SWAMP WHITE OAK 3" CAL. MIN. B&B 7' MIN.CLR, STRAIGHT LEADER

11 UP ULMUS AMERICANA 'PRINCETON' PRINCETON ELM 3" CAL. MIN. B&B 7' MIN.CLR, STRAIGHT LEADER

ORNAMENTAL TREES

10 AC AMELANCHIER CANADENSIS SERVICEBERRY 8' - 10' HT. B&B

17 PO PRUNUS 'OKAME' OKAME CHERRY 6' - 8' B&B

EVERGREENS

9 IN ILEX ATTENUATA 'NELLIE R. STEVENS' NELLIE R. STEVENS HOLLY 7' - 8' B&B

51 PA PICEA ABIES NORWAY SPRUCE 6' - 7' B&B

16 PG PICEA PUNGENS 'GLAUCA' COLORADO BLUE SPRUCE 6' - 7' B&B

66 PM PSEUDOTSUGA MENZIESII DOUGLAS FIR 6' - 7' B&B

EVERGREEN SHRUBS

91 IC ILEX CRENATA JAPANESE HOLLY 24" - 36" 5 GAL.

87 ICG ILEX CRENATA 'GREEN LUSTRE' GREEN LUSTRE JAPANESE HOLLY 24" - 36" 5 GAL.

75 IG ILEX GLABRA INKBERRY HOLLY 24" - 36" 5 GAL.

113 IH ILEX CRENATA 'HELLERI' HELLERI JAPANESE HOLLY 24" - 36" 5 GAL.

8 IS ILEX CRENATA 'STEEDS' STEEDS JAPANESE HOLLY 24" - 36" 5 GAL.

DECIDUOUS SHRUBS

63 CA CLETHRA ALNIFOLIA 'HUMMINGBIRD' HUMMINGBIRD SUMMERSWEET 12" - 18" 1 GAL.

27 CF CORNUS SERICEA 'BAILEYI' RED TWIG DOGWOOD 30" - 36" 3 GAL.

36 CS CORNUS SERICEA 'FLAVIRAMEA' YELLOW TWIG DOGWOOD 30" - 36" 3 GAL.

12 RR ROSA RUGOSA RUGOSA ROSE 12" - 18" 1 GAL.

176 SJ SPIREA JAPONICA 'LITTLE PRINCESS' LITTLE PRINCESS SPIREA 12" MIN. 1 GAL.

GROUND COVERS

208 LM LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILY TURF 18" MIN. 1 GAL.

101 JH JUNIPERUS HORIZONTALIS 'BAR HARBOR' BAR HARBOR CREEPING JUNIPER 18" MIN. 1 GAL.

278 JS JUNIPERUS PROCUMBENS 'NANA' JAPANESE GARDEN JUNIPER 12" MIN. 1 GAL.



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APPENDIX B: INSPECTION CHECKLISTS

13

APPENDIX B-1: GENERAL INSPECTION

CHECKLIST LOG

14

INSPECTION CHECKLIST LOG

1. The responsible party shall report issues to the local authority and mosquito commission as required by local ordinances and regulatory authorities.

2. The maintenance crew should fill out the checklist in the field manual when performing each inspection/maintenance task.

3. After the maintenance task is performed, the checklist should be filed in the Maintenance Plan and recorded in the log below.

Cycle of Inspection Stormwater Management Measure

No. Checklist No. Date(s) of Inspection

(1st Quarter)

(2nd Quarter)

(3rd Quarter)

(4th Quarter)

(Unscheduled Inspection; e.g., after

1” rain)

(1st Quarter)

(2nd Quarter)

(3rd Quarter)

(4th Quarter)


1” rain)

(1st Quarter)

(2nd Quarter)

(3rd Quarter)

(4th Quarter)


1” rain)

15

Cycle of Inspection Stormwater Management Measure

No. Checklist No. Date(s) of Inspection

(1st Quarter)

(2nd Quarter)

(3rd Quarter)

(4th Quarter)


1” rain)

(1st Quarter)

(2nd Quarter)

(3rd Quarter)

(4th Quarter)


1” rain)

16

APPENDIX B-2: GENERAL PREVENTATIVE

MAINTENANCE LOG

17

PREVENTATIVE MAINTENANCE LOG

MAINTENANCE

SCHEDULE STORMWATER MANAGEMENT

MEASURE NO. PREVENTATIVE MAINTENANCE

RECORD NO. DATE(S) OF

MAINTENANCE

(1st Quarter)

(2nd Quarter)

(3rd Quarter)

(4th Quarter)

(Unscheduled

Maintenance

work; e.g., after

1” rain)

(1st Quarter)

(2nd Quarter)

(3rd Quarter)

(4th Quarter)

(Unscheduled

Inspection; e.g.,

after 1” rain)

18

APPENDIX B-3: GENERAL CORRECTIVE

MAINTENANCE LOG

19

CORRECTIVE MAINTENANCE LOG

Maintenance

Schedule

Stormwater Management

Measure No.

Corrective Maintenance Record

No.

Date(s) of

Maintenance

(1st Quarter)

(2nd Quarter)

(3rd Quarter)

(4th Quarter)

(Unscheduled

Maintenance

work; e.g., after

1” rain)

(1st Quarter)

(2nd Quarter)

(3rd Quarter)

(4th Quarter)

(Unscheduled

Inspection; e.g.,

after 1” rain)

20

APPENDIX B-4: ANNUAL EVALUATION RECORD

21

ANNUAL EVALUATION RECORD As per N.J.A.C. 7:8-5.8(g), the person responsible for maintenance shall evaluate the effectiveness of the

maintenance plan at least once per year and adjust the plan and the deed as needed.

The responsible party should evaluate the effectiveness of the maintenance plan by comparing the maintenance plan with the actual performance of the maintenance. The items to evaluate may include, but not limited to,

Whether the inspections have been performed as scheduled;

Whether the preventive maintenance has been performed as scheduled;

Whether the frequency of preventative maintenance needs to increase or decrease;

Whether the planned resources were enough to perform the maintenance;

Whether the repairs were completed on time;

Whether the actual cost was consistent with the estimated cost;

Whether the inspection, maintenance, and repair records have been kept.

If actual performance of those items has been deviated from the maintenance plan, the responsible party should find the causes and implement solutions in a revised maintenance plan.

Evaluator(s) Date of Evaluation Decision

__Maintain current version OR __Revise current version Revision date _________ (also update the last revision date on the cover page)

__Requires a new deed recording (also update the last recording information on the cover page)





Township of Long Hill, Morris County, New Jersey - Stormwater … · 2020-05-26 · STORMWATER...

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Transcript of Township of Long Hill, Morris County, New Jersey - Stormwater … · 2020-05-26 · STORMWATER...