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
STORMWATER OPERATIONS & MAINTENANCE MANUAL ENCLAVE AT MILLINGTON
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
STORMWATER OPERATIONS & MAINTENANCE MANUAL ENCLAVE AT MILLINGTON
OCTOBER 25, 2019
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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
STORMWATER OPERATIONS & MAINTENANCE MANUAL ENCLAVE AT MILLINGTON
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.
STORMWATER OPERATIONS & MAINTENANCE MANUAL ENCLAVE AT MILLINGTON
OCTOBER 25, 2019
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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.
STORMWATER OPERATIONS & MAINTENANCE MANUAL ENCLAVE AT MILLINGTON
OCTOBER 25, 2019
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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.
STORMWATER OPERATIONS & MAINTENANCE MANUAL ENCLAVE AT MILLINGTON
OCTOBER 25, 2019
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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.
X:\Report Templates\Stormwater O&M Manual.docx
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APPENDIX A: PROJECT PLANS (NOT TO SCALE)
9
APPENDIX A-1: SITE PLAN
X
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X
X
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)
RIV
ER
RO
AD
(NO
TA
X M
AP
WID
TH
)
6
7
19
6
19
6 3
6 6
6
6
6
6
11
21
10
13
11
6
20 F
T F
RO
NT
YA
RD
CO
MM
ER
CIA
L S
ET
BA
CK
30 FT FRONT YARD SETBACK
30 FT SIDE YARD SETBACK
50 FT REAR YARD SETBACK
50 F
T R
EA
R Y
AR
D S
ET
BA
CK
50 FT FRONT YARD SETBACK
20 FT FRONT YARD COMMERCIAL SETBACK
6
6
3
6
6
3
5
5
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,791 SF
6 GARAGEPARKINGSPACES
BUILDING #8
PROPOSEDMULTIFAMILY
10-UNITRESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
BUILDING #6
BUILDING #11
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
BUILDING #4
BUILDING #2
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
COMMUNITYBUILDING
1,800 SF
BUILDING #14
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,791 SF
BUILDING #1
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
BUILDING #3
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
BUILDING #9
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
BUILDING #10
BUILDING #13
BUILDING #7
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
BUILDING #5
BUILDING #12PROPOSED MULTIFAMILY
10-UNIT RESIDENCE4,709 SF
6 GARAGE PARKING SPACES
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
T F
RO
NT
YA
RD
SET
BA
CK
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
PROPOSED 445' SIGHTTRIANGLE FOR 35 MPHAS PER AASHTO
NJDEP RESTRICTEDAREA
PROPOSED 445' SIGHTTRIANGLE FOR 35 MPHAS PER AASHTO
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
T:\2017\T
-17298 P
RIS
M C
APIT
AL -
50 D
IVIS
ION
AV
EN
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ON
, N
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AD
D\P
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T\L
DP-0
4-S
ITE
P
LO
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ED
: 10/2
9/2
019
ISS
UE
DA
TE
DE
SC
RIP
TIO
N
NOT APPROVED FOR CONSTRUCTION
PR
EL
IMIN
AR
Y &
FIN
AL
MA
JOR
SIT
E P
LA
N
BY
TITLE:
SCALE: PROJECT ID:
DRAWING:
T-17298
01
FO
R M
UN
ICIP
AL
SU
BM
ISS
ION
Ruth
erf
ord
, N
J ·
New
York
, N
Y
Pri
nce
ton, N
J ·
Tam
pa,
FL ·
Detr
oit, M
I
ww
w.s
tonefield
eng.
com
Head
quar
ters
: 9
2 P
ark A
venue, R
uth
erf
ord
, N
J 0
7070
Phone 2
01.3
40.4
468 ·
Fax
201.3
40.4
472
10/2
5/2
019
NA
PR
OP
OS
ED
MIX
ED
-US
E M
UL
TI-
FA
MIL
Y
AN
D C
OM
ME
RC
IAL
DE
VE
LO
PM
EN
T
MO
RR
IS C
OU
NT
Y, N
EW
JE
RS
EY
EN
CL
AV
E A
T M
ILL
ING
TO
N
TO
WN
SH
IP O
F L
ON
G H
ILL
50 D
IVIS
ION
AV
EN
UE
BL
OC
K 1
2301, L
OT
1 &
BL
OC
K 1
0100, L
OT
7.0
1
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
MAIN FFE = 257.25GARAGE FFE = 256.75
MAIN FFE = 259.25GARAGE FFE = 258.75
MAIN FFE = 261.25GARAGE FFE = 260.75
MAIN FFE = 261.25GARAGE FFE = 260.75
MA
IN F
FE
= 2
58.2
5G
AR
AG
E F
FE
= 2
57.7
5
MAIN FFE = 262.25GARAGE FFE = 261.75
MAIN FFE = 265.25GARAGE FFE = 264.75
MAIN FFE = 262.75GARAGE FFE = 262.25
MAIN FFE = 260.25GARAGE FFE = 259.75
MAIN FFE = 259.25GARAGE FFE = 258.75
MAIN FFE = 264.75GARAGE FFE = 264.25
MAIN FFE = 261.25GARAGE FFE = 260.75
MAIN FFE = 261.25GARAGE FFE = 260.75
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
PROPOSED YARD INLET (YD-2)
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
PROPOSED YARD INLET (YD-3)
INVERT: 252.83
PROPOSED YARD INLET (YD-4)
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 CLEANOUTINVERT: 352.05
PROPOSED CLEANOUTINVERT: 256.01
PROPOSED CONNECTION
INVERT: 256.60
PROPOSED CLEANOUT
INVERT: 256.50
PROPOSED CLEANOUTINVERT: 257.36
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 CLEANOUTINVERT: 256.78
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
PROPOSED YARD INLET (YD-1)
INVERT: 257.32
PROPOSED CONNECTION
INVERT: 254.53
PROPOSED CONNECTIONINVERT: 254.85
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
PROPOSED TYPE 'A'STORM INLET
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 TYPE 'A'STORM INLET
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 TYPE 'A'STORM INLET
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 TYPE 'A'STORM INLET
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 TYPE 'A'STORM INLET
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
PROPOSED CONNECTIONINVERT: 2555.66
PROPOSED CONNECTIONINVERT: 254.97
PROPOSED CONNECTIONINVERT: 255.50
PROPOSED CONNECTIONINVERT: 254.81
PROPOSED YARD INLET (YD-2)
INVERT: 254.71
PROPOSED YARD INLET (YD-2)
INVERT: 255.40
PROPOSED CLEANOUTINVERT: 255.29
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 YARD INLET (XX)INVERT: 256.01
PROPOSED YARD INLET (XX)INVERT: 256.19
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
PROPOSED CONNECTIONINVERT: 252.57
PROPOSED CONNECTIONINVERT: 253.25
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 CLEANOUTINVERT: 254.60
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
CHARLES D. OLIVO, P.E.NEW JERSEY LICENSE No. 46719
LICENSED PROFESSIONAL ENGINEER
T:\2017\T
-17298 P
RIS
M C
APIT
AL -
50 D
IVIS
ION
AV
EN
UE, M
ILLIN
GT
ON
, N
J\C
AD
D\P
LO
T\L
DP-0
5-G
RA
D
P
LO
TT
ED
: 10/2
9/2
019
ISS
UE
DA
TE
DE
SC
RIP
TIO
N
NOT APPROVED FOR CONSTRUCTION
PR
EL
IMIN
AR
Y &
FIN
AL
MA
JOR
SIT
E P
LA
N
BY
TITLE:
SCALE: PROJECT ID:
DRAWING:
T-17298
01
FO
R M
UN
ICIP
AL
SU
BM
ISS
ION
Ruth
erf
ord
, N
J ·
New
York
, N
Y
Pri
nce
ton, N
J ·
Tam
pa,
FL ·
Detr
oit, M
I
ww
w.s
tonefield
eng.
com
Head
quar
ters
: 9
2 P
ark A
venue, R
uth
erf
ord
, N
J 0
7070
Phone 2
01.3
40.4
468 ·
Fax
201.3
40.4
472
10/2
5/2
019
NA
PR
OP
OS
ED
MIX
ED
-US
E M
UL
TI-
FA
MIL
Y
AN
D C
OM
ME
RC
IAL
DE
VE
LO
PM
EN
T
MO
RR
IS C
OU
NT
Y, N
EW
JE
RS
EY
EN
CL
AV
E A
T M
ILL
ING
TO
N
TO
WN
SH
IP O
F L
ON
G H
ILL
50 D
IVIS
ION
AV
EN
UE
BL
OC
K 1
2301, L
OT
1 &
BL
OC
K 1
0100, L
OT
7.0
1
GRAPHIC SCALE IN FEET
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 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/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 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
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 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
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,791 SF
6 GARAGEPARKINGSPACES
BUILDING #8
PROPOSEDMULTIFAMILY
10-UNITRESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
BUILDING #6
BUILDING #11
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
BUILDING #4
BUILDING #2
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
COMMUNITYBUILDING
1,800 SF
BUILDING #14
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,791 SF
BUILDING #1
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
BUILDING #3
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
BUILDING #9
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
BUILDING #10
BUILDING #13
BUILDING #7
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
BUILDING #5
BUILDING #12PROPOSED MULTIFAMILY
10-UNIT RESIDENCE4,709 SF
6 GARAGE PARKING SPACES
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 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
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,791 SF
6 GARAGEPARKINGSPACES
BUILDING #8
PROPOSEDMULTIFAMILY
10-UNITRESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
BUILDING #6
BUILDING #11
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
BUILDING #4
BUILDING #2
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
COMMUNITYBUILDING
1,800 SF
BUILDING #14
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,791 SF
BUILDING #1
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
BUILDING #3
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
BUILDING #9
6 GARAGE PARKING SPACES
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
BUILDING #10
BUILDING #13
BUILDING #7
PROPOSED MULTIFAMILY10-UNIT RESIDENCE
4,709 SF
6 GARAGE PARKING SPACES
BUILDING #5
BUILDING #12PROPOSED MULTIFAMILY
10-UNIT RESIDENCE4,709 SF
6 GARAGE PARKING SPACES
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
AO AO
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.
CHARLES D. OLIVO, P.E.NEW JERSEY LICENSE No. 46719
LICENSED PROFESSIONAL ENGINEER
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SCALE: PROJECT ID:
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T-17298
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Head
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Phone 2
01.3
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468 ·
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201.3
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1" = 30'
12
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)
(Unscheduled Inspection; e.g., after
1” rain)
(1st Quarter)
(2nd Quarter)
(3rd Quarter)
(4th Quarter)
(Unscheduled Inspection; e.g., after
1” rain)
15
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)
(Unscheduled Inspection; e.g., after
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)
__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)
__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)