20

0'

500'

SITE

CE

NTE

R S

QU

AR

E R

OA

D

CONRAIL RAILROAD

BIRCH CREEK ROAD

200'

500'

SITE

SITE

SITE

1

SP-01

LOCATION MAPS

GENERAL NOTES:1. SUBJECT PROPERTY IS KNOWN AS LOT 6 IN BLOCK 3104. THE MUNICIPAL TAX MAP SHEET NUMBER 31. PROPOSED

SITE CONTAINS 23.12 ACRES.

EXISTING USE: WAREHOUSE/OFFICE USEPROPOSED USE: WAREHOUSE/OFFICE USE

2. SUBJECT PROPERTY LIES ENTIRELY WITHIN THE (LI) LIGHT INDUSTRIAL ZONE. A ZONING ANALYSIS HAS BEENPROVIDED HEREIN FOR THE WAREHOUSE/OFFICE USE WITHIN THIS ZONE.

3. BOUNDARY AND TOPOGRAPHIC SURVEY DATA AS PER MAP ENTITLED, "PLAN OF SURVEY AND TOPOGRAPHY, 2359CENTER SQUARE ROAD, HOME DEPOT DISTRIBUTION CENTER, BLOCK 3104 - LOT 6, TOWNSHIP OF LOGAN,GLOUCESTER COUNTY, NEW JERSEY", PREPARED BY DELAWARE VALLEY DATA COLLECTION, LLC, DATED 02/02/20.

4. PROJECT DATUMS: HORIZONTAL: NAD 1983VERTICAL: NAVD 1988

5. SUBJECT PROPERTY IS LOCATED IN FLOOD ZONE 'AE' AND MINIMAL FLOOD ZONE 'X' AS SHOWN ON THE LATESTVERSION OF FEMA PRELIMINARY FLOOD INSURANCE RATE MAP 34015C0042F PANEL NO. 42 OF 320 AND34015C0044F PANEL NO. 44 OF 320, DATED 08/17/16.

6. WETLANDS LINE FIELD DELINEATED PER EASTERN STATES ENVIRONMENTAL ASSOCIATES ON JANUARY 22, 2020.

7. THESE DOCUMENTS HAVE BEEN PREPARED FOR AGENCY REVIEW INTENDED TO OBTAIN PRELIMINARY AND FINALSITE PLAN APPROVAL AND SHALL NOT BE UTILIZED FOR ANY OTHER PURPOSE.

8. MODIFICATIONS TO THESE DOCUMENTS, COPYING OF THESE DOCUMENTS, OR USE OF THESE DOCUMENTS FOR ANYPURPOSE OTHER THAN THEIR INTENDED USE IS PROHIBITED WITHOUT THE WRITTEN PERMISSION OF HAMMER LANDENGINEERING.

9. THESE DOCUMENTS SHALL NOT BE USED FOR CONSTRUCTION PURPOSES PRIOR TO BEING "ISSUED FORCONSTRUCTION" AND/OR PRIOR TO HAMMER LAND ENGINEERING COMPLETING A PRE-CONSTRUCTION PLAN REVIEW.

10. THESE DOCUMENTS CONTAIN INFORMATION RELATIVE TO THE SUBJECT PROPERTY OBTAINED DURING HAMMERLAND ENGINEERING BEING ENGAGED BY CLIENT TO GENERATE SUCH INFORMATION. INFORMATION SHOWN HEREINSHALL ONLY BE USED FOR THE SUBJECT TRACT AND SHALL NOT BE USED ON FUTURE PHASES NOR ON OTHERPROJECTS.

11. THE OWNER, OR HIS REPRESENTATIVE, IS TO DESIGNATE AN INDIVIDUAL RESPONSIBLE FOR CONSTRUCTION SITESAFETY DURING THE COURSE OF SITE IMPROVEMENTS PURSUANT TO N.J.A.C. 5:23-2.21 (e) OF THE NJ UNIFORMCONSTRUCTION CODE AND CFR 1926.32 (f) (OSHA COMPETENT PERSON).

PRELIMINARY & FINAL PLAT - MAJOR SITE PLANFOR

HOME DEPOT BRIDGEPORT FDC CONVERSIONBLOCK 3104, LOT 6, TAX MAP SHEET 31

TOWNSHIP OF LOGAN, GLOUCESTER COUNTY, NEW JERSEY

KEY MAP AERIAL MAP

SITE & DEMOLITION NOTES:1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK. THE

CONTRACTOR SHALL COORDINATE DEMOLITION WITH APPLICABLE AGENCIES AND UTILITY COMPANIES.

2. SITE DISTURBANCE SHALL NOT PROCEED UNTIL EROSION CONTROL MEASURES HAVE BEEN INSTALLED, AND ALLGOVERNING AGENCIES HAVE BEEN NOTIFIED BY THE CONTRACTOR.

3. ALL PAVED WALKWAYS AND ROADS MUST BE KEPT CLEAN AND FREE OF DEBRIS FOR THE DURATION OF THECONTRACT.

4. STEP RISERS SHALL BE 4" MINIMUM, 7" MAXIMUM. BUILDING EGRESS DOOR SILLS SHALL HAVE A MAXIMUM 1/4"REVEAL (VERTICAL CHANGE). HANDICAP FLUSH CURB RAMPS SHALL ALSO HAVE A MAXIMUM 1/4" REVEAL AND BECONSTRUCTED IN ACCORDANCE WITH FEDERAL ADA STANDARDS FOR ACCESSIBLE DESIGN.

5. ALL CURB SHALL HAVE 6" FACE UNLESS OTHERWISE NOTED.

6. ALL CONCRETE FOR THE SITE SHALL BE MADE WITH AIR-ENTRAINED CONCRETE, CLASS B, HAVING COMPRESSIVESTRENGTH IN 28 DAYS OF 4,500 PSI OR BETTER.

9. ANY IMPORTATION OF SOIL SHALL BE IN ACCORDANCE WITH THE CERTIFICATION OF CLEAN FILL MATERIAL BEINGFROM VIRGIN SOURCE OR TESTING BE PROVIDED FOR CERTIFICATION OF THE MATERIAL PRIOR TO ANY IMPORTING.

10. EXISTING CURB AND PAVEMENTS TO BE REMOVED SHALL BE SAWCUT AS REQUIRED TO AS STRAIGHT LINE SECTIONAS TO PROVIDE A CLEAN SMOOTH AND EVEN TRANSITION FOR NEW CURBS AND PAVEMENTS, PROVIDING POSITIVEDRAINAGE WITH NO TRIP HAZARDS.

11. FACILITIES LOCATED WITHIN THE PUBLIC RIGHT OF WAY, ACCESSIBILITY SHALL BE IN ACCORDANCE WITH PUBLICRIGHTS OF WAY ACCESS ADVISORY COMMITTEE GUIDELINES (PROWAG).

11. FACILITIES LOCATED OUTSIDE THE PUBLIC RIGHT OF WAY, ACCESSIBILITY SHALL BE IN ACCORDANCE WITH 2010 ADASTANDARDS FOR ACCESSIBLE DESIGN, STANDARDS FOR PUBLIC ACCOMMODATIONS AND COMMERCIAL FACILITIES,TITLE III.

12. ALL WORK TO BE CONDUCTED IN ACCORDANCE WITH FOLLOWING AGENCY STANDARDS AND CODES:A. GLOUCESTER COUNTY SOIL CONSERVATION DISTRICTB. TOWNSHIP OF LOGAN MUNICIPAL CODEC. GLOUCESTER COUNTYD. NEW JERSEY AMERICAN WATERE. LOGAN TOWNSHIP MUNICIPAL UTILITIES AUTHORITYF. NJDEP BMP MANUAL REGULATIONS

DRAINAGE & UTILITY NOTES:1. ALL PROPOSED WATER MAINS AND FIRE HYDRANTS SHALL BE TESTED IN ACCORDANCE WITH NEW JERSEY

AMERICAN WATER AND AWWA REQUIREMENTS. ALL PROPOSED WATER MAINS SHALL BE DISINFECTED BEFOREFINAL INSPECTION AND START OF SERVICE TO BUILDING.

2. THE APPLICANT SHALL OWN, OPERATE AND MAINTAIN ALL WATER AND SEWER LINES AND RESPECTIVEAPPURTENANCES NOT LOCATED WITHIN THE RIGHT-OF-WAY.

3. MINIMUM DEPTH OF COVER FOR ALL STORM SEWER PIPES IS TWO (2) FEET OR AS SPECIFIED BY MANUFACTURER.ALL SANITARY SEWER AND WATER SERVICE PIPES SHALL HAVE THREE (3) FEET AND FOUR (4) FEET MINIMUM DEPTHOF COVER, RESPECTIVELY.

4. ALL STORM SEWERS AND STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH MUNICIPAL STANDARDS.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND REVIEWING APPLICABLE MUNICIPAL REQUIREMENTS PRIORTO THE START OF WORK.

5. ALL DRAINAGE PIPE SHALL BE N-12 (SOILTIGHT) HDPE OR CLASS III RCP AND ALL SANITARY SEWER PIPE SHALL BESDR-35 PVC UNLESS OTHERWISE NOTED. ALL WATER SERVICE PIPE SHALL BE CLASS 52 CEMENT-LINED DIP UNLESSOTHERWISE NOTED.

6. ALL DRAINAGE INLETS SHALL BE EQUIPPED WITH BICYCLE-SAFE GRATES AND ALL CURB INLETS SHALL HAVE TYPE 'N'ECO-HEAD CURB PIECES.

7. ALL UTILITY CONSTRUCTION TO BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANIES AND TOWNSHIP OFLOGAN AND SHALL CONFORM WITH THE REQUIREMENTS THEREOF.

8. CONCRETE ENCASEMENTS WILL BE REQUIRED AT UTILITY CROSSINGS WHERE VERTICAL AND/OR HORIZONTALSEPARATION DOES NOT MEET APPLICABLE STANDARDS (18" OF CLEARANCE RECOMMENDED).

9. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES ASSHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE.THE CONTRACTOR MUST CALL NEW JERSEY ONE-CALL AND THE APPROPRIATE UTILITY COMPANIES TO REQUESTEXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY/COST OF THE CONTRACTOR TO RELOCATEALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS IN A MANNERWHICH WILL NOT NEGATIVELY AFFECT ANY EXISTING USERS OF THESE UTILITIES.

10. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, UTILITY LOCATIONS, AND INVERTS PRIOR TOCONSTRUCTION USING TEST PITS, GROUND-PENETRATING RADAR, ETC. ANY CONDITIONS FOUND TO DIFFER FROMTHOSE SHOWN ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.

11. ALL ON-SITE UTILITIES SHALL BE UNDERGROUND UNLESS NOTED OTHERWISE.

12. CONSTRUCTION MATERIALS AND METHODS NOT OTHERWISE SPECIFIED OR SHOWN HERIN SHALL CONFORM TO NEWJERSEY DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION(THE LATEST EDITION AND AMENDMENTS)

13. COMPACTION IN FILL AREAS BENEATH ALL PROPOSED UTILITIES AND STRUCTURES SHOULD MEET ALLMANUFACTURERS AND TOWNSHIP REQUIREMENTS AND BE EQUAL TO THE MINIMUM 95% MODIFIED PROCTORDENSITY

14. SEWERS CONVEYING SANITARY FLOW, COMBINED SANITARY AND STORMWATER FLOW, OR INDUSTRIAL FLOWSHALL BE SEPARATED FROM WATER MAINS BY A DISTANCE OF AT LEAST TEN (10) FEET HORIZONTALLY. IF SUCH ALATERAL SEPARATION IS NOT POSSIBLE, THE PIPES SHALL BE IN SEPARATE TRENCHES AT LEAST EIGHTEEN (18)INCHES BELOW THE BOTTOM OF THE WATER MAIN, OR SUCH OTHER SEPARATION AS APPROVED BY THEDEPARTMENT.

15. WHERE APPROPRIATE SEPARATION FROM A WATER MAIN IS NOT POSSIBLE, THE SEWER SHALL BE ENCASED IN CONCRETE, OR CONSTRUCTED OF DUCTILE IRON PIPE USING MECHANICAL OR SLIP-ON JOINTS FOR A DISTANCE OF AT LEAST TEN (10) FEET ON EITHER SIDE OF THE CROSSING. IN ADDITION, ONE FULL LENGTH OF SEWER PIPE SHOULD BE LOCATED SO BOTH JOINTS WILL BE AS FAR FROM THE WATER LINE AS POSSIBLE. WHERE A WATER MAINCROSSES UNDER A SEWER, ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER SHALL BE PROVIDED. THE DEPARTMENT MAY ALSO REQUIRE ADDITIONAL STRUCTURAL SUPPORT FOR STORM SEWERS OVER SEWER LINES.

16. PRIOR TO CONSTRUCTION, A GEOTECHNICAL ENGINEER SHALL BE RETAINED FOR ON-SITE INSPECTIONS OF EXISTING SUBGRADE CONDITIONS, EXCAVATION AND CONTROLLED FILL OF POOR SUBGRADE AREAS, AND CERTIFICATION OF ALL SUBGRADE AREAS OF ANY PAVEMENT AND UNDERGROUND UTILITIES ON THE SUBJECT SITE. ADDITIONALLY, PRIOR TO THE COMMENCEMENT OF ANY SITE WORK, THE GEOTECHNICAL ENGINEER SHALL PROVIDE A SCOPE OF SERVICES TO THE TOWNSHIP OF LOGAN'S ENGINEER FOR REVIEW AND APPROVAL.

17. ALL MAINTENANCE AND OWNERSHIP RESPONSIBILITIES FOR THE ON-SITE WATER AND SANITARY UTILITIES SHALLREMAIN THE RESPONSIBILITY OF THE PROPERTY OWNER.

NOTES

UTILITY COMPANIES & OTHER ENTITIES

200' PROPERTY OWNERS LIST

COVER SHEET

ZONING MAP USGS MAP

SCALE: AS NOTED

CERTIFICATIONS

DRAWING NUMBER:

JOB NUMBER: DATE:

19220

CHECKED BY:DRAWN BY:

JOSEPH D. HANRAHANPROFESSIONAL ENGINEER

NJ LICENSE NUMBER 40339PA LICENSE NUMBER 76067MD LICENSE NUMBER 43422CT LICENSE NUMBER 28380

SHEET OF 12

JDH

05.14.20

PROJECT:

DRAWING TITLE:

LOCATION:

REVISIONSNO. DATE ISSUE OR REVISION BY

APPLICANT:

HOME DEPOT U.S.A., INC.2455 PACES FERRY ROAD,NW BUILDING C-20

ATLANTA, GA 30339-4024

1707 ATLANTIC AVENUE, SUITE B2MANASQUAN, NJ 08736

(TEL) 732.899.0898 (FAX) 888.712.4519CERTIFICATE OF AUTHORIZATION #24GA28176300

HAMMERENGINEERING.COM

"THE WAY TO ENTITLEMENT"GROUNDBREAKING RESULTS

PRELIMINARY & FINAL PLAT - MAJOR SITE PLAN

HOME DEPOTBRIDGEPORT

FDC CONVERSION

2359 CENTER SQUARE ROADBLOCK 3104, LOT 6TAX MAP SHEET 31

TOWNSHIP OF LOGANGLOUCESTER COUNTY, NJ

LAND ENGINEERING

LAND ENGINEERING

NORTH ARROW

JAR

OWNER:

WESTERN CENTER SQUARE DC C/O GLP US2 N RIVERSIDE PLAZA #2350

CHICAGO, IL 60606

Sheet List Table

Sheet Description

Sheet Title

SP-01 COVER SHEET

SP-02 EXISTING CONDITIONS & REMOVALS PLAN

SP-03 SITE LAYOUT PLAN

SP-04 GRADING DRAINAGE & UTILITY PLAN

SP-05 SOIL EROSION & SEDIMENT CONTROL PLAN

SP-06 SOIL EROSION & SEDIMENT CONTROL NOTES & DETAILS

SP-07 LANDSCAPE PLAN

SP-08 LANDSCAPE DETAILS

SP-09 LIGHTING PLAN

SP-10 LIGHTING DETAILS

SP-11 CONSTRUCTION DETAILS

SP-12 TRUCK CIRCULATION PLAN

ZONING TABLE

TREE TO BE

REMOVED

(TYP OF 4)

FENCE TO BE REMOVED

AND REPLACED (TYP)

GENERATOR TO BE

RELOCATED AND

PROTECTED

TRANSFORMER TO BE

RELOCATED AND

PROTECTED

BOLLARDS TO

BE REMOVED

(TYP OF 4)

CURBING, BARRIER ARMS,

ELECTRICAL BOX AND

BOLLARDS TO BE REMOVED

CURBING TO BE

REMOVED

HC PARKING SIGNS TO

BE REMOVED (TYP OF 3)

SIDEWALK TO BE

RECONSTRUCTED

RAMP AND RAILING TO BE

REMOVED & REPLACED

WITH CONCRETE

SIDEWALK TO

BE REMOVED

EXISTING STRIPING

TO BE REMOVED

(TYP)

FENCE TO BE

REMOVED

FENCE TO REMAIN & BE

PROTECTED (TYP)

FENCE TO REMAIN & BE

PROTECTED (TYP)

SIDEWALK TO

BE REMOVED

CONCRETE CURB

TO BE REMOVED

CONCRETE CURB

TO BE REMOVED

CONCRETE CURB

TO BE REMOVED

CONCRETE CURB

TO BE REMOVED

CONCRETE CURB

TO BE REMOVED

CONCRETE TO

BE REMOVED

(TYP)

RAMP AND RAILING TO BE

REMOVED & REPLACED

WITH CONCRETE

CONCRETE TO BE

RECONSTRUCTED

(TYP)

BUILDING TO

REMAIN (TYP)

EXISITNG POLE

MOUNTED LIGHT

TO BE RELOCATED

ITEM TO REMAIN & BE

PROTECTED (TYP)

POST TO BE

REMOVED

(TYP 0F 3)

POST TO BE

REMOVED

GROUND MOUNT

LIGHT TO BE

RELOCATED

ADDRESS SIGN TO

BE RELOCATED

MONUMENT SIGN

TO REMAIN & BE

PROTECTED

ITEM TO REMAIN & BE

PROTECTED (TYP)

RAMP TO BE

RECONSTRUCTED

RAMP TO BE

RECONSTRUCTED

RAMP TO BE

RECONSTRUCTED

EXISTING STRIPING TO

BE REMOVED (TYP)

STAIRS & RAILING

TO REMAIN & BE

PROTECTED (TYP)

STAIRS & RAILING

TO REMAIN & BE

PROTECTED (TYP)

RAILROAD TO REMAIN &

BE PROTECTED (TYP)

STAIRS & RAILING TO REMAIN

& BE PROTECTED (TYP)

STORM PIPE TO

REMAIN & BE

PROTECTED

(TYP)

STORM PIPE TO REMAIN

& BE PROTECTED (TYP)

INLET TO REMAIN &

BE PROTECTED (TYP)

LIGHT TO REMAIN &

BE PROTECTED

(TYP)

LIGHT TO REMAIN & BE

PROTECTED (TYP)

DOWNSPOUT TO

REMAIN & BE

PROTECTED (TYP)

ITEM TO BE

REMAIN & BE

PROTECTED

(TYP)

SANITARY SEWER

TO REMAIN & BE

PROTECTED (TYP)

WATERMAIN TO REMAIN &

BE PROTECTED (TYP)

FIRE HYDRANT TO

BE RELOCATED

BOLLARDS TO

BE REMOVED

(TYP OF 2)

EXISITNG

SIGN TO BE

REMOVED

INLET TO REMAIN & BE

PROTECTED (TYP)

FIRE HYDRANT TO

REMAIN & BE

PROTECTED (TYP)

BOLLARDS TO

BE REMOVED

(TYP OF 2)

STORM PIPE TO

REMAIN & BE

PROTECTED (TYP)

STORM PIPE TO REMAIN &

BE PROTECTED (TYP)

GATE TO

REMAIN & BE

PROTECTED

(TYP)

ROAD TO REMAIN &

BE PROTECTED (TYP)

RAILROAD TO REMAIN &

BE PROTECTED (TYP)

DOWNSPOUT TO REMAIN &

BE PROTECTED (TYP)

STORM PIPE TO REMAIN

& BE PROTECTED (TYP)

HEADWALL TO REMAIN &

BE PROTECTED (TYP)

OUTLET CONTROL

STRUCTURE TO REMAIN &

BE PROTECTED (TYP)

HEADWALL TO REMAIN

& BE PROTECTED (TYP)

HEADWALL & PIPE TO REMAIN

& BE PROTECTED (TYP)

RAILROAD TO REMAIN &

BE PROTECTED (TYP)

STORM PIPE TO REMAIN &

BE PROTECTED (TYP)

ROAD TO REMAIN & BE

PROTECTED (TYP)

OUTLET CONTROL

STRUCTURE TO REMAIN &

BE PROTECTED (TYP)

CURBING TO REMAIN

& BE PROTECTED

UNDERGROUND ELECTRIC TO

REMAIN & BE PROTECTED (TYP)

SANITARY MANHOLE

RIM TO BE ADJUSTED

TO PROPOSED

GRADE (TYP)

SANITARY MANHOLE

TO REMAIN & BE

PROTECTED (TYP)

STORM MANHOLE & PIPES

TO REMAIN & BE

PROTECTED (TYP)

POLE MOUNTED LIGHT TO BE

RELOCATED & PROTECTED

BOLLARDS TO

BE REMOVED

(TYP OF 2)

BOLLARDS TO

BE REMOVED

(TYP OF 2)

BOLLARDS TO

BE REMOVED

(TYP OF 2)

EX TREES TO REMAIN & BE

PROTECTED (TYP)

EX TREES TO REMAIN

& BE PROTECTED

(TYP)

BOLLARDS TO

BE REMOVED

(TYP OF 4)

ITEM TO REMAIN & BE

PROTECTED (TYP)

BOLLARDS TO BE

REMOVED (TYP OF 3)

FIRE HYDRANT TO

BE RELOCATED

STAIRS & RAILING

TO BE REMOVED

STAIRS & RAILING TO

BE REMOVED

CONCRETE TO

REMAIN & BE

PROTECTED

STAIRS, RAILING &

BOLLARDS TO BE

REMOVED

SAWCUT LINE

(TYP)

CONCRETE TO BE

RECONSTRUCTED

(TYP)

CONCRETE TO BE

RECONSTRUCTED

(TYP)

CONCRETE TO BE

REMOVED (TYP)

ASPHALT TO BE

REMOVED (TYP)

ASPHALT TO BE

REMOVED (TYP)

ASPHALT TO BE

REMOVED (TYP)

CONCRETE TO BE

REMOVED (TYP)

CONCRETE TO BE

REMOVED

CONCRETE TO BE

REMOVED

CONCRETE TO BE

RECONSTRUCTED

(TYP)

ASPHALT TO BE

REPLACED WITH

CONCRETE (TYP)

CONCRETE

TO BE

RECONSTRUCTED

CONCRETE TO BE

RECONSTRUCTED

ASPHALT TO BE

REPLACED WITH

CONCRETE (TYP)

CONCRETE TO BE

RECONSTRUCTED

(TYP)

STRIPING TO

BE REMOVED

(TYP)

STRIPING TO

BE REMOVED

(TYP)

STRIPING TO BE

REMOVED (TYP)

FENCE TO REMAIN &

BE PROTECTED (TYP)

FENCE TO BE

REMOVED AND

REPLACED (TYP)

NOTE:

EXISTING FENCE ALONG NORTH & EAST SIDE OF

REAR LOADING AREA THAT IS IN GOOD

CONDITION SHALL REMAIN AND BE RETROFITTED

WITH BARBED WIRE. CONSULT OWNER AND

ENGINEER FOR FENCING TO REMAIN.

STAIRS & RAILING TO

REMAIN & BE PROTECTED

(TYP)

EX TREES TO REMAIN

& BE PROTECTED

(TYP)

SAWCUT LINE, FULL DEPTH

COUNTY PAVEMENT

RESTORATION (TYP)

DRAWING NUMBER:

JOB NUMBER: DATE:

19220

CHECKED BY:DRAWN BY:

JOSEPH D. HANRAHANPROFESSIONAL ENGINEER

NJ LICENSE NUMBER 40339PA LICENSE NUMBER 76067MD LICENSE NUMBER 43422CT LICENSE NUMBER 28380

SHEET OF 12

JDH

05.14.20

PROJECT:

DRAWING TITLE:

LOCATION:

REVISIONSNO. DATE ISSUE OR REVISION BY

APPLICANT:

HOME DEPOT U.S.A., INC.2455 PACES FERRY ROAD,NW BUILDING C-20

ATLANTA, GA 30339-4024

1707 ATLANTIC AVENUE, SUITE B2MANASQUAN, NJ 08736

(TEL) 732.899.0898 (FAX) 888.712.4519CERTIFICATE OF AUTHORIZATION #24GA28176300

HAMMERENGINEERING.COM

"THE WAY TO ENTITLEMENT"GROUNDBREAKING RESULTS

PRELIMINARY & FINAL PLAT - MAJOR SITE PLAN

HOME DEPOTBRIDGEPORT

FDC CONVERSION

2359 CENTER SQUARE ROADBLOCK 3104, LOT 6TAX MAP SHEET 31

TOWNSHIP OF LOGANGLOUCESTER COUNTY, NJ

LAND ENGINEERING

LAND ENGINEERING

NORTH ARROW

JAR

OWNER:

WESTERN CENTER SQUARE DC C/O GLP US2 N RIVERSIDE PLAZA #2350

CHICAGO, IL 60606

SCALE: 1" = 40'

2

SP-02

EXISTINGCONDITIONS &

REMOVALS PLAN

NOTES:

1. EXISTING UTILITIES TO BE REMAIN AND BE PROTECTED UNLESS

OTHERWISE NOTED

2. EXISTING BUILDING, STRUCTURES, STAIRS AND RAMPS TO REMAIN

UNLESS OTHERWISE NOTED

3. EXISTING STRIPING AND CURBING TO BE REMOVED

4. TREES TO REMAIN AND BE PROTECTED UNLESS OTHERWISE NOTED

X

XX

X

X X X

2

9 7

5

8

13

9

32

12

14

363

69

5' S

IGH

T T

RIA

NG

LE

76

0' S

IGH

T T

RIA

NG

LE

X X X X X X X X X X X X

XX

X

XX

3

1

3

1

5

1

2

3

2

3

35.00°(TYP)

EXISTING BDC CONVERVSION TO FDC

OFFICE - 13,014 SFWAREHOUSE - 286,466 SFTOTAL AREA - 299,480 SF

113 AUTO STALLS74 TRAILER STALLS24 LOADING DOCKS

35.00°(TYP)

9

13510

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X

X

X

X

XX

XX

XX

XX

XX

XX

XX

XX

X

X

X

X

X

X

XXXXXXXXXXXXXXXXXXXX

X

X

X

X

X

XXXXX

8'(TYP)

18

'(T

YP

)

12'

(TYP)

12

'(T

YP

)

55'(TYP)

60'(TYP)

40

'

4'

70'

77.15' (TYP)

22

'

15'

24

'

9.7'

9.7

'

12'

(TY

P)

55' (TYP)

12'(TYP)

55

' (TY

P)

60' (TYP)

60' (TYP)

43'

1' (TYP)

1' (TYP)

1' (TYP)

10

'(T

YP

)

12

'(T

YP

)

36

'

12

'(T

YP

)

1.5

'

5.6'

24

'

13

'(T

YP

) 8.6

7'

13

'(T

YP

)

22

.04

'

13

'(T

YP

)1

3'

(TY

P)

13

'(T

YP

)

10

.84

'6

.16

'

13

'(T

YP

)1

3'

(TY

P)

13

'(T

YP

)

60' (TYP)

60' (TYP)

9.0

0'

9.0

0'

11

.22

'

44.25'

65'70'

65

'

15'(TYP)

15'(TYP)

15'

4'

10' 10'7.5

'

7.5

'

20

'1

7'

20

'

36.0'

55'(TYP)

12

'(T

YP

)

9'(TYP)

6'

11'(TYP)

5'(TYP)

9.9

4'

35' (TYP)

15'(TYP)5'

(TYP)

35' (TYP)

15'(TYP)

5'(TYP)

35

' (TY

P)

15

'(T

YP

)

5'

(TY

P)

17

6'

100'

12'

12'

9'(TYP)

18

'(T

YP

)

24

'

9.4

8'

8.6

5'

48

'4'

10

'1

0'

3.4'

43'

9'(TYP)

18

'(T

YP

)

12.4' 9.0' 12.7'

9'

4' (

TY

P)

24'

15'(TYP)

6' (

TY

P)

4" WIDE, WHITEAUTO STALL

STRIPING (TYP)4" WIDE, WHITEAUTO STALL

STRIPING (TYP)

MEET FLUSHWITH EX

COUNTY CURB

ENDTRANSITIONAL

CURB MEETFLUSH WITH EX

EP

CONC PAD FORGENERATORS &TRANSFORMER(TYP OF 4)

MANDOOR(TYP)

6' WIDECROSSWALK

(TYP)

HANDICAP SIGN MOUNTEDIN BOLLARDS (TYP OF 5)MAN GATE (TYP) CONCRETE

WHEEL STOP(TYP)

OVERHEADDOCK DOOR

(TYP)

LOADING DOCK(TYP)

10' HIGH CHAINLINK FENCE W/BARBED WIRE

(TYP)

10' HIGH CHAIN LINKFENCE W/ BARBED

WIRE (TYP)

10' HIGH CHAIN LINKFENCE W/ BARBEDWIRE (TYP)

4" WIDE, YELLOWTRUCK STALL

STRIPING (TYP)

24" WHITESTOP BAR (TYP) EDGE OF PAVEMENT

(TYP)

ENDTRANSITIONALCURB

STARTTRANSITIONALCURB

EDGE OFCONCRETE (TYP)

PRECAST CONCRETE PANELINFILL AT RAILROAD BY OTHERS(TYP OF 2)

HEAVY DUTYCONCRETEWHEEL STOP(TYP)

HEAVY DUTYCONCRETE

(TYP)

HEAVY DUTYCONCRETE

(TYP)

EXISTINGCONCRETE (TYP)LIGHT DUTY

CONCRETE (TYP)

HEAVY DUTYCONCRETE (TYP)

SAWCUTLINE (TYP)

HEAVY DUTYCONCRETE

(TYP)

EDGE OF CONCRETE (TYP)

SIGHTTRIANGLE(TYP)

RETAININGWALL (TYP)

EDGE OFCONCRETE(TYP)

RELOCATED EXADDRESS SIGN

RELOCATED EXGROUND MOUNT LIGHT

BOLLARDS(TYP)

STARTTRANSITIONAL

CURB

RELOCATED EXPOLE MOUNTED LIGHT ON3' RAISED CONCRETE PIER

RELOCATED EXPOLE MOUNTED LIGHT ON 3'RAISED CONCRETE PIER

CONCRETEWHEEL STOP

(TYP)

EDGE OFCONCRETE (TYP)

TRAIN STOP BLOCKINGTO REMAIN (TYP OF 2)

SAWCUT LINE (TYP)

NJDOTGUIDERAIL (TYP)

HEAVY DUTYCONCRETE

(TYP)

DRIVE-OUTRAMP (TYP)

DRIVE-INRAMP (TYP)

6' HIGH CHAIN LINKFENCE IN AUTOPARKING (TYP)

12'x16' CONC PAD FORSMOKING SHELTER (SEEARCH PLANS)

LIMITS OF HEAVYDUTY CONCRETE (TYP)

SIGN MOUNTEDIN BOLLARD (TYP)

SIGN MOUNTED INBOLLARD (TYP)

TRASH COMPACTOR(SEE ARCH PLANS)

126 LF OFDEPRESSED

MONOLITHIC COUNTY CURB

EXISTINGOVERHEAD

DOCK DOOR(TYP)

STAIRS WITH RAILING(SEE ARCH PLANS)

STAIRS WITH RAILING(SEE ARCH PLANS)

DRIVE-INRAMP (TYP)

RETAININGWALL (TYP)

CONCRETESIDEWALK(TYP)

BOLLARDS(TYP)

CONCRETE CURB(TYP)

PIVOT GATE(SEE ARCH

PLANS)

4" WIDE, YELLOWSTRIPING (TYP)

HEAVY DUTYCONCRETE

(TYP)

SAWCUTLINE (TYP)

SIGN MOUNTEDIN BOLLARD

(TYP)

DOLLYPAD (TYP)

DOLLYPAD (TYP)

DOLLY PAD (TYP)

LOADINGAREA (TYP)

LOADING AREA (TYP)

CONCRETE ISLAND(SEE ARCH PLANS)

10' HIGH CHAINLINK FENCEW/ BARBEDWIRE (TYP)

10' HIGH CHAIN LINKFENCE W/ BARBEDWIRE (TYP)

RETAININGWALL (TYP)

BOLLARDS(TYP OF 4)

FULL DEPTHCOUNTY

PAVEMENTRESTORATION

(TYP)

4'x4' CONCLANDING (TYP)

POLEMOUNTED

LIGHT ON 3'RAISED

CONCRETEPIER

POLEMOUNTED

LIGHT

POLEMOUNTED

LIGHT

POLE MOUNTED LIGHTON 3' RAISED CONCRETE PIER

END TRANSITIONALCURB

STARTTRANSITIONAL CURB

MAN DOOR(TYP)

CONCRETECOUNTY

CURB (TYP)

CONCRETECOUNTY CURB

(TYP)

5' R

EX CONC & PVMTLIMITS (TYP)

EX CONC &PVMT LIMITS(TYP)

EX CONC &PVMT LIMITS (TYP)

4" WIDE, YELLOWSTRIPING (TYP)

4" WIDE,YELLOW

STRIPING (TYP)

4" WIDE, YELLOWSTRIPING (TYP)

4" WIDE, YELLOWSTRIPING (TYP)

LIGHT DUTYCONCRETE (TYP)

LIMITS OF HEAVYDUTY CONCRETE (TYP)

SAWCUT LINE (TYP)

LIGHT DUTYCONCRETE

(TYP)

LIMITS OF HEAVY DUTYCONCRETE (TYP)

EXISTINGCONCRETE

(TYP)

OF

FIC

E

5' R 5' R

8' R8' R3'

R

12' R 12' R 25

' R 25' R

50' R

50' R

50' R

500' R

500' R

15' R 15' R

8' R 8' R

3' R3' R

R1-1R1-1

5' R

5' R

75' SIDE YARD SETBACK

75' SIDE YARD SETBACK

15

0' S

IDE

YA

RD

SE

TB

AC

K

150'

SID

E Y

AR

D S

ETB

AC

K

3' R

50' R R1

-1

R1-1

STO

P

STO

P

4.5' R

NOTE:EXISTING FENCE ALONG NORTH & EASTSIDE OF REAR LOADING AREA THAT ISIN GOOD CONDITION SHALL REMAINAND BE RETROFITTED WITH BARBEDWIRE. CONSULT OWNER ANDENGINEER FOR FENCING TO REMAIN.

5' R

5' R

NOTE:1. DIMENSIONS TO CURB AREMEASURED TO FACE OF CURB (TYP)2. SEE ARCHITECTURAL PLANS FOR ALLBUILDING EGRESS DETAILS (TYP)

12'

24.0'

HEAVY DUTYCOUNTYCONCRETEAPRON

DRAWING NUMBER:

JOB NUMBER: DATE:

19220

CHECKED BY:DRAWN BY:

JOSEPH D. HANRAHANPROFESSIONAL ENGINEER

NJ LICENSE NUMBER 40339PA LICENSE NUMBER 76067MD LICENSE NUMBER 43422CT LICENSE NUMBER 28380

SHEET OF 12

JDH

05.14.20

PROJECT:

DRAWING TITLE:

LOCATION:

REVISIONSNO. DATE ISSUE OR REVISION BY

APPLICANT:

HOME DEPOT U.S.A., INC.2455 PACES FERRY ROAD,NW BUILDING C-20

ATLANTA, GA 30339-4024

1707 ATLANTIC AVENUE, SUITE B2MANASQUAN, NJ 08736

(TEL) 732.899.0898 (FAX) 888.712.4519CERTIFICATE OF AUTHORIZATION #24GA28176300

HAMMERENGINEERING.COM

"THE WAY TO ENTITLEMENT"GROUNDBREAKING RESULTS

PRELIMINARY & FINAL PLAT - MAJOR SITE PLAN

HOME DEPOTBRIDGEPORT

FDC CONVERSION

2359 CENTER SQUARE ROADBLOCK 3104, LOT 6TAX MAP SHEET 31

TOWNSHIP OF LOGANGLOUCESTER COUNTY, NJ

LAND ENGINEERING

LAND ENGINEERING

NORTH ARROW

JAR

OWNER:

WESTERN CENTER SQUARE DC C/O GLP US2 N RIVERSIDE PLAZA #2350

CHICAGO, IL 60606

SCALE: 1" = 40'

3

SP-03

SITE LAYOUT PLAN

EXISTING BDC CONVERVSION TO FDC

OFFICE - 13,014 SFWAREHOUSE - 286,466 SFTOTAL AREA - 299,480 SF

113 AUTO STALLS74 TRAILER STALLS24 LOADING DOCKS

+

+

+

+

+

+ +

+

+

++

+

+

+

+

+

+

++

+

++

+

+

+ +

+ +

+ + +

++

+

+

+ +

++

+

+

+

+

+

+

+

+

+ +

+

+

+

+

+

+

+

+

+

+

+

+

+

++

+

+

+

++

+

+

+

+

+ +

+

+ +

++

+ +

+

+

+

+

+++

+ +

++

+

++ + +

+++

+

++

+ + +

+

+ +

+ +

+

+

+

+

+

+

+

+

+

+

+

7

77

+

+

+

9

8

++

+

12

11

10

9

8

+

+

+

++

+

1

1

1

0

9

9

8

7

8

8

9

+

+11

+

+

8

8

8

8

8

8

8

8

8

8

8

8

8

8

8

9

7

+ +

+ +

+

7

+

8

+

+

+

++

1

0

12

11

10

+++

++++

+

+

8

+10.65

12.30

11.25

10.11

10.60

10.02

9.57

7.557.88

7.88

TW 12.76 (EX)

BW 8.42

TW 12.78(EX)

BW 8.42

8.42

8.42

8.12

8.12

TW 12.73 (EX)

BW 8.42

8.12

8.12

TW 12.73(EX)

BW 8.42

8.12

8.42

8.42

8.12

8.42 8.12

8.42 8.12 7.82

7.248.12

7.85

8.12

7.06

8.42 8.12

7.82

12.31 (EX)

7.08

12.42

12.43

12.45

12.43

8.12

8.12

8.12

8.12 8.12

8.12

8.17

8.17

8.40

8.40

8.30

8.40

8.26

8.30

7.55

7.55

7.55

7.55

7.557.52

8.30

8.30

8.30

8.30

8.12

8.26

8.12

7.55

7.55

12.4212.19

MEET

EX

7.907.90

MEET

EX

7.79

7.50

7.90

7.50

7.50

7.50

7.50 7.50

12.44

12.30

12.00

10.66

11.35

10.76 10.70

8.3011.01

11.11

10.31

7.907.90

10.54 10.44

9.71

12.39 12.42

10.99 10.39

9.10 H

P

7.79

7.50

9.70 HP

8.83

6.66

MEET

EX

TC 8.87

BC 8.37

TC 7.21

BC 6.71

8.25

8.35

9.30

8.93

7.967.96

7.90

8.40

8.30

8.35

8.40

9.47

9.50

9.55

8.00

8.50

7.75

7.61

TW 8.60

BW 8.60

TW 8.60

BW 8.60

TW 12.19

BW 8.40

TW 12.42

BW 8.40

TDC 7.08

BDC 6.96

TDC 6.97

BDC 6.85

MEET

EX

MEET

EX

MEET

EX

MEET

EX

6.50

8.61

11.10

TC 8.50

BC 8.00

12.31

12.17

TC 9.50

BC 9.00

TC 9.50

BC 9.00

TC 9.41

BC 8.91

TC 9.27

BC 8.77

TC 8.98

BC 8.48

TC 9.00

BC 8.50

TC 9.05

BC 8.55

TC 9.17

BC 8.67

7.75

7.37

MAINTAIN EXISTING

GRADES (TYP)

+MEET

EX

MAINTAIN EXISTING

ROOF LEADER PIPE &

INVERT (TYP)

MAINTAIN EXISTING

INLET GRAD (TYP)

+MEET

EX

CLEANOUT

RIM 7.53

INV IN (6") 6.15

INV OUT (6") 6.15

12 LF OF 6" PVC

@ 1.25%

TERMINATE 6" PVC

@ ELEVATION 6.00

NOTE:ALL EXISTING UTILITIES (STORM, SANITARY,WATER, GAS, ELECTRIC, CCTV, TELECOM,IRRIGATION ETC.) TO REMAIN AND BEPROTECTED UNLESS OTHERWISE NOTED

NOTE:ALL EXISTING UTILITIES (STORM, SANITARY,WATER, GAS, ELECTRIC, CCTV, TELECOM,IRRIGATION ETC.) TO REMAIN AND BEPROTECTED UNLESS OTHERWISE NOTED

RELOCATED FIRE HYDRANT

W/ 6" LATERAL & VALVE (TYP)

NOTE:CONTRACTOR SHALL DIG TEST PITTO LOCATE EXISTING WATERMAINAND LATERAL

RELOCATED FIRE

HYDRANT

W/ 6" LATERAL &

VALVE (TYP)

CONNECT 6" LATERAL TO

EXISTING FIRE LOOP

(CONTRACTOR TO LOCATE IN

FIELD WITH TEST PITS)

NOTE:CONTRACTOR SHALL DIG TESTPIT TO LOCATE EXISTINGWATERMAIN AND LATERAL

CONNECT 6" LATERAL TO

EXISTING FIRE LOOP

(CONTRACTOR TO LOCATE IN

FIELD WITH TEST PITS)

DRAWING NUMBER:

JOB NUMBER: DATE:

19220

CHECKED BY:DRAWN BY:

JOSEPH D. HANRAHANPROFESSIONAL ENGINEER

NJ LICENSE NUMBER 40339PA LICENSE NUMBER 76067MD LICENSE NUMBER 43422CT LICENSE NUMBER 28380

SHEET OF 12

JDH

05.14.20

PROJECT:

DRAWING TITLE:

LOCATION:

REVISIONSNO. DATE ISSUE OR REVISION BY

APPLICANT:

HOME DEPOT U.S.A., INC.2455 PACES FERRY ROAD,NW BUILDING C-20

ATLANTA, GA 30339-4024

1707 ATLANTIC AVENUE, SUITE B2MANASQUAN, NJ 08736

(TEL) 732.899.0898 (FAX) 888.712.4519CERTIFICATE OF AUTHORIZATION #24GA28176300

HAMMERENGINEERING.COM

"THE WAY TO ENTITLEMENT"GROUNDBREAKING RESULTS

PRELIMINARY & FINAL PLAT - MAJOR SITE PLAN

HOME DEPOTBRIDGEPORT

FDC CONVERSION

2359 CENTER SQUARE ROADBLOCK 3104, LOT 6TAX MAP SHEET 31

TOWNSHIP OF LOGANGLOUCESTER COUNTY, NJ

LAND ENGINEERING

LAND ENGINEERING

NORTH ARROW

JAR

OWNER:

WESTERN CENTER SQUARE DC C/O GLP US2 N RIVERSIDE PLAZA #2350

CHICAGO, IL 60606

SCALE: 1" = 40'

4

SP-04

GRADING DRAINAGE& UTILITY PLAN

X

XX

X

X X X

X X X X X X X X X X X X

XX

X

XX

EXISTING BDC CONVERVSION TO FDC

OFFICE - 13,014 SFWAREHOUSE - 286,466 SFTOTAL AREA - 299,480 SF

113 AUTO STALLS74 TRAILER STALLS24 LOADING DOCKS

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X

X

X

X

XX

XX

XX

XX

XX

XX

XX

XX

X

X

X

X

X

X

XXXXXXXXXXXXXXXXXXXX

X

X

X

X

X

XXXXX

+

+

+

+

+

+ +

+

+

++

+

+

+

+

+

+

++

+

++

+

+

+ +

+ +

+ + +

++

+

+

+ +

++

+

+

+

+

+

+

+

+

+ +

+

+

+

+

+

+

+

+

+

+

+

+

+

++

+

+

+

++

+

+

+

+

+ +

+

+ +

++

+ +

+

+

+

+

+++

+ +

++

+

++ + +

+++

+

++

+ + +

+

+ +

+ +

+

+

+

+

+

+

+

+

+

+

+

7

77

+

+

+

9

8

++

+

12

11

10

9

8

+

+

+

++

+

1

1

1

0

9

9

8

7

8

8

9

+

+11

+

+

8

8

8

8

8

8

8

8

8

8

8

8

8

8

8

9

7

+ +

+ +

+

7

+

8

+

+

+

++

1

0

12

11

10

+++

++++

+

+

8

+10.65

12.30

11.25

10.11

10.60

10.02

9.57

7.557.88

7.88

TW 12.76 (EX)

BW 8.42

TW 12.78(EX)

BW 8.42

8.42

8.42

8.12

8.12

TW 12.73 (EX)

BW 8.42

8.12

8.12

TW 12.73(EX)

BW 8.42

8.12

8.42

8.42

8.12

8.42 8.12

8.42 8.12 7.82

7.248.12

7.85

8.12

7.06

8.42 8.12

7.82

12.31 (EX)

7.08

12.42

12.43

12.45

12.43

8.12

8.12

8.12

8.12 8.12

8.12

8.17

8.17

8.40

8.40

8.30

8.40

8.26

8.30

7.55

7.55

7.55

7.55

7.557.52

8.30

8.30

8.30

8.30

8.12

8.26

8.12

7.55

7.55

12.4212.19

MEET

EX

7.907.90

MEET

EX

7.79

7.50

7.90

7.50

7.50

7.50

7.50 7.50

12.44

12.30

12.00

10.66

11.35

10.76 10.70

8.3011.01

11.11

10.31

7.907.90

10.54 10.44

9.71

12.39 12.42

10.99 10.39

9.10 H

P

7.79

7.50

9.70 HP

8.83

6.66

MEET

EX

TC 8.87

BC 8.37

TC 7.21

BC 6.71

8.25

8.35

9.30

8.93

7.967.96

7.90

8.40

8.30

8.35

8.40

9.47

9.50

9.55

8.00

8.50

7.75

7.61

TW 8.60

BW 8.60

TW 8.60

BW 8.60

TW 12.19

BW 8.40

TW 12.42

BW 8.40

TDC 7.08

BDC 6.96

TDC 6.97

BDC 6.85

MEET

EX

MEET

EX

MEET

EX

MEET

EX

6.50

8.61

11.10

TC 8.50

BC 8.00

12.31

12.17

TC 9.50

BC 9.00

TC 9.50

BC 9.00

TC 9.41

BC 8.91

TC 9.27

BC 8.77

TC 8.98

BC 8.48

TC 9.00

BC 8.50

TC 9.05

BC 8.55

TC 9.17

BC 8.67

7.75

7.37

MAINTAIN EXISTING

GRADES (TYP)

+MEET

EX

MAINTAIN EXISTING

ROOF LEADER PIPE &

INVERT (TYP)

MAINTAIN EXISTING

INLET GRAD (TYP)

+MEET

EX

TOTAL LIMIT OFDISTURBANCE = 43,312 SF

(0.99 Ac.)

LIMIT OFDISTURBANCE(TYP)

LIMIT OFDISTURBANCE(TYP)

INLETPROTECTION

(TYP)

SILT FENCE (TYP)

SILT FENCE (TYP)

EXISTING CONCRETEAPRON TO BE USED ASCONSTRUCTION ENTRANCE

SILT FENCE (TYP)

LIMIT OFDISTURBANCE(TYP)

STOCKPILE

CLEANOUT

RIM 7.53

INV IN (6") 6.15

INV OUT (6") 6.15

12 LF OF 6" PVC

@ 1.25%

TERMINATE 6" PVC

@ ELEVATION 6.00

NOTE:ALL EXISTING UTILITIES (STORM, SANITARY,WATER, GAS, ELECTRIC, CCTV, TELECOM,IRRIGATION ETC.) TO REMAIN AND BEPROTECTED UNLESS OTHERWISE NOTED

NOTE:ALL EXISTING UTILITIES (STORM, SANITARY,WATER, GAS, ELECTRIC, CCTV, TELECOM,IRRIGATION ETC.) TO REMAIN AND BEPROTECTED UNLESS OTHERWISE NOTED

RELOCATED FIRE HYDRANT

W/ 6" LATERAL & VALVE (TYP)

NOTE:CONTRACTOR SHALL DIG TEST PITTO LOCATE EXISTING WATERMAINAND LATERAL

RELOCATED FIRE

HYDRANT

W/ 6" LATERAL &

VALVE (TYP)

CONNECT 6" LATERAL TO

EXISTING FIRE LOOP

(CONTRACTOR TO LOCATE IN

FIELD WITH TEST PITS)

NOTE:CONTRACTOR SHALL DIG TESTPIT TO LOCATE EXISTINGWATERMAIN AND LATERAL

CONNECT 6" LATERAL TO

EXISTING FIRE LOOP

(CONTRACTOR TO LOCATE IN

FIELD WITH TEST PITS)

DRAWING NUMBER:

JOB NUMBER: DATE:

19220

CHECKED BY:DRAWN BY:

JOSEPH D. HANRAHANPROFESSIONAL ENGINEER

NJ LICENSE NUMBER 40339PA LICENSE NUMBER 76067MD LICENSE NUMBER 43422CT LICENSE NUMBER 28380

SHEET OF 12

JDH

05.14.20

PROJECT:

DRAWING TITLE:

LOCATION:

REVISIONSNO. DATE ISSUE OR REVISION BY

APPLICANT:

HOME DEPOT U.S.A., INC.2455 PACES FERRY ROAD,NW BUILDING C-20

ATLANTA, GA 30339-4024

1707 ATLANTIC AVENUE, SUITE B2MANASQUAN, NJ 08736

(TEL) 732.899.0898 (FAX) 888.712.4519CERTIFICATE OF AUTHORIZATION #24GA28176300

HAMMERENGINEERING.COM

"THE WAY TO ENTITLEMENT"GROUNDBREAKING RESULTS

PRELIMINARY & FINAL PLAT - MAJOR SITE PLAN

HOME DEPOTBRIDGEPORT

FDC CONVERSION

2359 CENTER SQUARE ROADBLOCK 3104, LOT 6TAX MAP SHEET 31

TOWNSHIP OF LOGANGLOUCESTER COUNTY, NJ

LAND ENGINEERING

LAND ENGINEERING

NORTH ARROW

JAR

OWNER:

WESTERN CENTER SQUARE DC C/O GLP US2 N RIVERSIDE PLAZA #2350

CHICAGO, IL 60606

SCALE: 1" = 40'

5

SP-05

SOIL EROSION &SEDIMENT CONTROL

PLAN

SOIL EROSION& SEDIMENT CONTROL

NOTES & DETAILS

1. 3 DAYS CONTACT THE SOIL CONSERVATION DISTRICT,IN WRITING, 72 HOURS PRIOR TO ANY LAND DISTURBANCE.

2. 1 DAY INSTALL SOIL EROSION CONTROL MEASURES.

3. 6 WEEKS SITE DEMOLITION.

4. 4 WEEKS CONSTRUCT CURB AND PAVING.

5. 2 DAYS FINE GRADING AND SITE STABILIZATION.

6. 1 WEEK INSTALL LANDSCAPING AND LIGHTING.

7. 1 DAY REMOVE THE SOIL EROSION MEASURES.

8. 3 DAYS CONTACT THE SOIL CONSERVATION DISTRICT TO SCHEDULE ANINSPECTION AND OBTAIN A REPORT OF COMPLIANCE.

SEQUENCE OF CONSTRUCTION

DESCRIPTIONDURATION

TEMPORARY STABILIZATION SPECIFICATIONS

1. APPLY GROUND LIMESTONE AT A RATE OF 90 LBS./1,000 S.F.

2. APPLY FERTILIZER (10-20-10) AT A RATE OF 14LBS./1,000 S.F. AND WORK INTO SOIL 4" DEEP.

3. APPLY SEED MIXTURE: PERENNIAL RYEGRASS AT 100 LBS./ACRE.

4. MULCH WITH UNROTTED SALT HAY OR SMALL GRAIN STRAW IMMEDIATELY AFTER SEEDING. APPLY AT ARATE OF 90 LBS./1,000 S.F. AND SECURE BY APPROVED METHODS (I.E PEG AND TWINE, MULCH NETTING ORLIQUID MULCH BINDER.

5. PLANT SEED BETWEEN MARCH 1 AND MAY 15 OR BETWEEN AUGUST 15 AND OCTOBER 1, IF POSSIBLE.

PERMANENT STABILIZATION SPECIFICATIONS

1. APPLY TOPSOIL TO A DEPTH OF 5 INCHES (UNSETTLED)

2. APPLY GROUND LIMESTONE AT A RATE OF 90 LBS./1,000 S.F. AND WORK INTO SOIL 4" DEEP.

3. APPLY FERTILIZER (10-20-10) AT A RATE OF 11LBS./1,000 S.F. AND WORK INTO SOIL 4" DEEP.

4. APPLY SEED MIXTURE: HARD FESCUE SEED AT 2.7 LBS./1000 S.F. AND CREEPING RED FESCUE SEED AT 0.7LBS./1000 S.F. AND PERENNIAL RYEGRASS SEED AT 0.25 LBS./1000 S.F.

5. MULCH WITH UNROTTED SALT HAY OR SMALL GRAIN STRAW IMMEDIATELY AFTER SEEDING. APPLY AT ARATE OF 90 LBS./1,000 S.F. AND SECURE BY APPROVED METHODS (I.E PEG AND TWINE, MULCH NETTING ORLIQUID MULCH BINDER.

6. PLANT SEED BETWEEN MARCH 1 AND MAY 15 OR BETWEEN AUGUST 15 AND OCTOBER 1, IF POSSIBLE.

MULCH ONLY STABILIZATION SPECIFICATIONS

1. DURING THE NON-GROWING SEASON PROVIDE MULCH-ONLY STABILIZATION.

2. PROVIDE MULCH OVER BARE SOIL. MULCH WITH UNROTTED SALT HAY OR SMALL GRAIN STRAW UNTILSEEDING SEASON.

3. CONTRACTOR TO MAINTAIN MULCH OVER BARE SOIL UNTIL TEMPORARY SEEDING STABILIZATION CAN BEESTABLISHED.

4. APPLY MULCH AT A RATE OF 90 LBS/1,000 S.F. AND SECURE BY APPROVED METHODS (I.E. PEG AND TWINEMULCH NETTING OR LIQUID MULCH BINDER).

SP-066

SCALE: N.T.S.

DRAWING NUMBER:

JOB NUMBER: DATE:

19220

CHECKED BY:DRAWN BY:

JOSEPH D. HANRAHANPROFESSIONAL ENGINEER

NJ LICENSE NUMBER 40339PA LICENSE NUMBER 76067MD LICENSE NUMBER 43422CT LICENSE NUMBER 28380

SHEET OF 12

JDH

05.14.20

PROJECT:

DRAWING TITLE:

LOCATION:

REVISIONSNO. DATE ISSUE OR REVISION BY

APPLICANT:

HOME DEPOT U.S.A., INC.2455 PACES FERRY ROAD,NW BUILDING C-20

ATLANTA, GA 30339-4024

1707 ATLANTIC AVENUE, SUITE B2MANASQUAN, NJ 08736

(TEL) 732.899.0898 (FAX) 888.712.4519CERTIFICATE OF AUTHORIZATION #24GA28176300

HAMMERENGINEERING.COM

"THE WAY TO ENTITLEMENT"GROUNDBREAKING RESULTS

PRELIMINARY & FINAL PLAT - MAJOR SITE PLAN

HOME DEPOTBRIDGEPORT

FDC CONVERSION

2359 CENTER SQUARE ROADBLOCK 3104, LOT 6TAX MAP SHEET 31

TOWNSHIP OF LOGANGLOUCESTER COUNTY, NJ

LAND ENGINEERING

LAND ENGINEERING

JAR

OWNER:

WESTERN CENTER SQUARE DC C/O GLP US2 N RIVERSIDE PLAZA #2350

CHICAGO, IL 60606

GLOUCESTER COUNTY SOIL CONSERVATION DISTRICTSOIL EROSION AND SEDIMENT CONTROL NOTES

1. ALL APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN PLACE PRIOR TO ANY GRADINGOPERATION AND/OR INSTALLATION OF PROPOSED STRUCTURES OR UTILITIES.

2. SOIL EROSION AND SEDIMENT CONTROL PRACTICES ON THIS PLAN SHALL BE CONSTRUCTED IN ACCORDANCEWITH THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY.

3. APPLICABLE EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE LEFT IN PLACE UNTIL CONSTRUCTION ISCOMPLETED AND/OR THE AREA IS STABILIZED.

4. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS AND INSTALL ALL MEASURES REQUIREDTO REASONABLY CONTROL SOIL EROSION RESULTING FROM CONSTRUCTION OPERATIONS AND PREVENTEXCESSIVE FLOW OF SEDIMENT FROM THE CONSTRUCTION SITE.

ANY DISTURBED AREA THAT IS TO BE LEFT EXPOSED FOR MORE THAN THIRTY (30) DAYS AND NOT SUBJECT TOCONSTRUCTION TRAFFIC SHALL IMMEDIATELY RECEIVE A TEMPORARY SEEDING AND FERTILIZATION INACCORDANCE WITH THE NEW JERSEY STANDARDS AND THEIR RATES SHOULD BE INCLUDED IN THE NARRATIVE. IFTHE SEASON PROHIBITS TEMPORARY SEEDING, THE DISTURBED AREAS WILL BE MULCHED WITH SALT HAY OREQUIVALENT AND ANCHORED IN ACCORDANCE WITH THE NEW JERSEY STANDARDS (I.E. PEG AND TWINE, MULCHNETTING OR LIQUID MULCH BINDER).

6. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO PROVIDE CONFIRMATION OF LIME, FERTILIZER AND SEEDAPPLICATION AND RATES OF APPLICATION AT THE REQUEST OF THE GLOUCESTER SOIL CONSERVATION DISTRICT.

7. ALL CRITICAL AREAS SUBJECT TO EROSION WILL RECEIVE A TEMPORARY SEEDING IN COMBINATION WITH STRAWMULCH AT A RATE OF 2 TONS PER ACRE, ACCORDING TO THE NEW JERSEY STANDARDS IMMEDIATELY FOLLOWINGROUGH GRADING.

8. THE SITE SHALL AT ALL TIMES BE GRADED AND MAINTAINED SUCH THAT ALL STORMWATER RUNOFF IS DIVERTEDTO SOIL EROSION AND SEDIMENT CONTROL FACILITIES.

9. ALL SEDIMENTATION STRUCTURES WILL BE INSPECTED AND MAINTAINED ON A REGULAR BASIS AND AFTER EVERYSTORM EVENT.

10. A CRUSHED STONE, TIRE CLEANING PAD WILL BE INSTALLED WHEREVER A CONSTRUCTION ACCESS EXISTS. THESTABILIZED PAD WILL BE INSTALLED ACCORDING TO THE STANDARD FOR STABILIZED CONSTRUCTION ACCESS.

11. ALL DRIVEWAYS MUST BE STABILIZED WITH 2 ½" CRUSHED STONE OR SUBBASE PRIOR TO INDIVIDUAL LOTCONSTRUCTION.

12. PAVED AREAS MUST BE KEPT CLEAN AT ALL TIMES.

13. ALL CATCH BASIN INLETS WILL BE PROTECTED ACCORDING TO THE CERTIFIED PLAN.

14. ALL STORM DRAINAGE OUTLETS WILL BE STABILIZED, AS REQUIRED, BEFORE THE DISCHARGE POINTS BECOMEOPERATIONAL.

15. ALL DEWATERING OPERATIONS MUST DISCHARGE DIRECTLY INTO A SEDIMENT FILTER AREA. THE SEDIMENTFILTER SHOULD BE COMPOSED OF A SUITABLE SEDIMENT FILTER FABRIC. (SEE DETAIL). THE BASIN MUST BEDEWATERED TO NORMAL POOL WITHIN 10 DAYS OF THE DESIGN STORM.

16. NJSA 4:24-39, ET SEQ. REQUIRES THAT NO CERTIFICATE OF OCCUPANCY BE ISSUED BEFORE ALL PROVISIONS OFTHE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN HAVE BEEN COMPLIED WITH FOR PERMANENTMEASURES. ALL SITE WORK FOR THE PROJECT MUST BE COMPLETED PRIOR TO THE DISTRICT ISSUING A REPORT OFCOMPLIANCE AS A PREREQUISITE TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY BY THE MUNICIPALITY.

17. MULCHING IS REQUIRED ON ALL SEEDED AREAS TO INSURE AGAINST EROSION BEFORE GRASS IS ESTABLISHEDTO PROMOTE EARLIER VEGETATION COVER.

18. OFFSITE SEDIMENT DISTURBANCE MAY REQUIRE ADDITIONAL CONTROL MEASURES TO BE DETERMINED BY THEEROSION CONTROL INSPECTOR.

19. A COPY OF THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN MUST BE MAINTAINED ON THE PROJECTSITE DURING CONSTRUCTION.

20. THE GLOUCESTER SOIL CONSERVATION DISTRICT SHALL BE NOTIFIED 48 HOURS PRIOR TO ANY LANDDISTURBANCE.

21. ANY CONVEYANCE OF THIS PROJECT PRIOR TO ITS COMPLETION WILL TRANSFER FULL RESPONSIBILITY FORCOMPLIANCE WITH THE CERTIFIED PLAN TO ANY SUBSEQUENT OWNERS.

22. IMMEDIATELY AFTER THE COMPLETION OF STRIPPING AND STOCKPILING OF TOPSOIL, THE STOCKPILE MUST BESTABILIZED ACCORDING TO THE STANDARD FOR TEMPORARY VEGETATIVE COVER. STABILIZE TOPSOIL STOCKPILEWITH STRAW MULCH FOR PROTECTION IF THE SEASON DOES NOT PERMIT THE APPLICATION AND ESTABLISHMENTOF TEMPORARY SEEDING. ALL SOIL STOCKPILES ARE NOT TO BE LOCATED WITHIN FIFTY (50) FEET OF AFLOODPLAIN, SLOPE, ROADWAY OR DRAINAGE FACILITY AND THE BASE MUST BE PROTECTED WITH A SEDIMENTBARRIER.

23. ANY CHANGES TO THE SITE PLAN WILL REQUIRE THE SUBMISSION OF A REVISED SOIL EROSION AND SEDIMENTCONTROL PLAN TO THE GLOUCESTER SOIL CONSERVATION DISTRICT. THE REVISED PLAN MUST BE INACCORDANCE WITH THE CURRENT NEW JERSEY STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL.

24. METHODS FOR THE MANAGEMENT OF HIGH ACID PRODUCING SOILS SHALL BE IN ACCORDANCE WITH THESTANDARDS. HIGH ACID PRODUCING SOILS ARE THOSE FOUND TO CONTAIN IRON SULFIDES OR HAVE A pH OF 4 ORLESS.

25. TEMPORARY AND PERMANENT SEEDING MEASURES MUST BE APPLIED ACCORDING TO THE NEW JERSEYSTANDARDS, AND MULCHED WITH SALT HAY OR EQUIVALENT AND ANCHORED IN ACCORDANCE WITH THE NEWJERSEY STANDARDS (I.E. PEG AND TWINE, MULCH NETTING OR LIQUID MULCH BINDER).

26. MAXIMUM SIDE SLOPES OF ALL EXPOSED SURFACES SHALL NOT BE CONSTRUCTED STEEPER THAN 3:1 UNLESSOTHERWISE APPROVED BY THE DISTRICT.

27. DUST IS TO BE CONTROLLED BY AN APPROVED METHOD ACCORDING TO THE NEW JERSEY STANDARDS AND MAYINCLUDE WATERING WITH A SOLUTION OF CALCIUM CHLORIDE AND WATER.

28. ADJOINING PROPERTIES SHALL BE PROTECTED FROM EXCAVATION AND FILLING OPERATIONS ON THE PROPOSEDSITE.

29. USE STAGED CONSTRUCTION METHODS TO MINIMIZE EXPOSED SURFACES, WHERE APPLICABLE.

30. ALL VEGETATIVE MATERIAL SHALL BE SELECTED IN ACCORDANCE WITH AMERICAN STANDARDS FOR NURSERYSTOCK OF THE AMERICAN ASSOCIATION OF THE NURSERYMAN AND IN ACCORDANCE WITH THE NEW JERSEYSTANDARDS.

31. NATURAL VEGETATION AND SPECIES SHALL BE RETAINED WHERE SPECIFIED ON THE LANDSCAPING PLAN.

32. THE SOIL EROSION INSPECTOR MAY REQUIRE ADDITIONAL SOIL EROSION MEASURES TO BE INSTALLED, ASDIRECTED BY THE DISTRICT INSPECTOR.

GLOUCESTER COUNTY SOIL CONSERVATION DISTRICTATTN: KAROL BLEW, DISTRICT MANAGER14 PARK PLACE BLVD., SUITE BSEWELL, NEW JERSEY 08807PHONE: (856) 589-5250EMAIL: gloucester@gloucesterscd.org

4 IGC

1 AR

1 PPG

3 TG

1 PPG

2 PIAB

1 AR

4 CSP

3 JHBH

3 IGC

3 AM

3 JHBH

10 CSP

8 AM

5 JHBH

PROP. TREE PROTECTION FENCE (TYP.)

PROP. TREE PROTECTION FENCE (TYP.)

X

XX

X

X X X X X X X X X X X X X X X

XX

X

XX

EXISTING BDC CONVERVSION TO FDC

OFFICE - 13,014 SFWAREHOUSE - 286,466 SFTOTAL AREA - 299,480 SF

113 AUTO STALLS74 TRAILER STALLS24 LOADING DOCKS

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX

XX

X

XX

XX

XX

XX

XX

XX

XX

XX

X

X

X

X

X

X

XXXXXXXXXXXXXXXXXXXXXXXX

XXXXXX

7 CSP

3 JHBH

3 IGC

3 AM

4 CSP

3 JHBH

3 IGC

3 AM

4 CSP

3 JHBH

3 IGC

3 AM

4 CSP

2 JHBH

2 IGC

3 AM

LANDSCAPING PLAN

7

SCALE: AS NOTED SP-07

EVERGREEN TREES QTY BOTANICAL / COMMON NAME SIZE CONTAINER

PIAB 2 PICEA ABIES / NORWAY SPRUCE 7-8` B+B

PPG 2 PICEA PUNGENS 'GLAUCA' / COLORADO BLUE SPRUCE 7-8` B+B

TG 3 THUJA PLICATA 'GREEN GIANT' / WESTERN RED CEDAR 7-8` B+B

SHADE TREES QTY BOTANICAL / COMMON NAME SIZE CONTAINER

AR 2 ACER RUBRUM / RED MAPLE 2 1/2-3'' CAL. B+B

DECIDUOUS SHRUBS QTY BOTANICAL / COMMON NAME SIZE CONTAINER

AM 23 ARONIA MELANOCARPA / LOW SCAPE MOUND ARONIA 15-18'' 3 GAL.

EVERGREEN SHRUBS QTY BOTANICAL / COMMON NAME SIZE CONTAINER

IGC 18 ILEX GLABRA 'COMPACTA' / COMPACT INKBERRY 24-30'' B+B

JHBH 22 JUNIPERUS HORIZONTALIS 'BAR HARBOR' / BAR HARBOR CREEPING JUNIPER 15-18'' SPRD. 3 GAL.

ORNAMENTAL GRASSES QTY BOTANICAL / COMMON NAME SIZE CONTAINER

CSP 33 CAREX PENSYLVANICA / PENNSYLVANIA SEDGE 6-12'' 1 GAL.

PLANT SCHEDULE

DRAWING NUMBER:

JOB NUMBER: DATE:

19220

CHECKED BY:DRAWN BY:

JOSEPH D. HANRAHANPROFESSIONAL ENGINEER

NJ LICENSE NUMBER 40339PA LICENSE NUMBER 76067MD LICENSE NUMBER 43422CT LICENSE NUMBER 28380

SHEET OF 12

JDH

05.14.20

PROJECT:

DRAWING TITLE:

LOCATION:

REVISIONSNO. DATE ISSUE OR REVISION BY

APPLICANT:

HOME DEPOT U.S.A., INC.2455 PACES FERRY ROAD,NW BUILDING C-20

ATLANTA, GA 30339-4024

1707 ATLANTIC AVENUE, SUITE B2MANASQUAN, NJ 08736

(TEL) 732.899.0898 (FAX) 888.712.4519CERTIFICATE OF AUTHORIZATION #24GA28176300

HAMMERENGINEERING.COM

"THE WAY TO ENTITLEMENT"GROUNDBREAKING RESULTS

PRELIMINARY & FINAL PLAT - MAJOR SITE PLAN

HOME DEPOTBRIDGEPORT

FDC CONVERSION

2359 CENTER SQUARE ROADBLOCK 3104, LOT 6TAX MAP SHEET 31

TOWNSHIP OF LOGANGLOUCESTER COUNTY, NJ

LAND ENGINEERING

LAND ENGINEERING

JAR

OWNER:

WESTERN CENTER SQUARE DC C/O GLP US2 N RIVERSIDE PLAZA #2350

CHICAGO, IL 60606

NORTH ARROW

LANDSCAPE NOTES& DETAILS

8

SCALE: AS NOTED SP-08

1. QUALITY OF WORK AND MATERIALS

A. THE LANDSCAPE CONTRACTOR SHALL FURNISH ALL MATERIALS AND PERFORM ALL WORK IN ACCORDANCE

WITH THESE SPECIFICATIONS, APPROVED OR FINAL DRAWINGS, AND INSTRUCTIONS PROVIDED BY THE

PROJECT LANDSCAPE ARCHITECT, MUNICIPAL OFFICIALS, OR OWNER/OWNER'S REPRESENTATIVE. ALL

WORK COMPLETED AND MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH

THE INTENTION OF THE SPECIFICATIONS, DRAWINGS, AND INSTRUCTIONS AND EXECUTED WITH THE

STANDARD LEVEL OF CARE FOR THE LANDSCAPE INDUSTRY.

2. WEATHER CONDITIONS

A. WORK MUST BE CARRIED OUT ONLY DURING WEATHER CONDITIONS FAVORABLE TO LANDSCAPE

CONSTRUCTION AND TO THE HEALTH AND WELFARE OF PLANTS. THE SUITABILITY OF SUCH WEATHER

CONDITIONS SHALL BE DETERMINED BY THE PROJECT LANDSCAPE ARCHITECT OR GOVERNING MUNICIPAL

OFFICIAL.

3. SAMPLES

A. IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR, BEFORE ORDERING OR PURCHASING

MATERIALS, TO PROVIDE SAMPLES OF THOSE MATERIALS TO THE PROJECT LANDSCAPE ARCHITECT OR

GOVERNING MUNICIPAL OFFICIAL FOR APPROVAL, IF SO REQUESTED.

B. THE LANDSCAPE CONTRACTOR IS TO SUBMIT CERTIFICATION TAGS FROM TREES, SHRUBS AND SEED

VERIFYING TYPE AND PURITY.

4. NOTIFICATION OF DELIVERY

A. UNLESS OTHERWISE AUTHORIZED BY THE PROJECT LANDSCAPE ARCHITECT OR GOVERNING MUNICIPAL

OFFICIAL, THE LANDSCAPE CONTRACTOR SHALL PROVIDE NOTICE AT LEAST FORTY-EIGHT HOURS (48

HRS.) IN ADVANCE OF THE ANTICIPATED DELIVERY DATE OF ANY PLANT MATERIALS TO THE PROJECT SITE.

A LEGIBLE COPY OF THE INVOICE, SHOWING VARIETIES AND SIZES OF MATERIALS INCLUDED FOR EACH

SHIPMENT SHALL BE FURNISHED TO THE PROJECT LANDSCAPE ARCHITECT, OR GOVERNING MUNICIPAL

OFFICIAL.

B. THE PROJECT LANDSCAPE ARCHITECT OR GOVERNING MUNICIPAL OFFICIAL RESERVES THE RIGHT TO

INSPECT AND REJECT PLANTS AT ANY TIME AND AT ANY PLACE.

5. PROTECTION OF EXISTING VEGETATION

A. BEFORE COMMENCING WORK, ALL EXISTING VEGETATION WHICH COULD BE IMPACTED AS A RESULT OF

THE PROPOSED CONSTRUCTION ACTIVITIES MUST BE PROTECTED FROM DAMAGE BY THE INSTALLATION

OF TREE PROTECTION FENCING. FENCING SHALL BE LOCATED AT THE DRIP-LINE OR LIMIT OF

DISTURBANCE AS DEPICTED WITHIN THE APPROVED OR FINAL PLAN SET, ESTABLISHING THE TREE

PROTECTION ZONE. FENCE INSTALLATION SHALL BE IN ACCORDANCE WITH THE PROVIDED ''TREE

PROTECTION FENCE DETAIL.'' NO WORK MAY BEGIN UNTIL THIS REQUIREMENT IS FULFILLED. THE

FENCING SHALL BE INSPECTED REGULARLY BY THE LANDSCAPE CONTRACTOR AND MAINTAINED UNTIL ALL

CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED.

B. IN ORDER TO AVOID DAMAGE TO ROOTS, BARK OR LOWER BRANCHES, NO VEHICLE, EQUIPMENT, DEBRIS,

OR OTHER MATERIALS SHALL BE DRIVEN, PARKED OR PLACED WITHIN THE TREE PROTECTION ZONE. ALL

ON-SITE CONTRACTOR'S SHALL USE ANY AND ALL PRECAUTIONARY MEASURES WHEN PERFORMING WORK

AROUND TREES, WALKS, PAVEMENTS, UTILITIES, AND ANY OTHER FEATURES EITHER EXISTING OR

PREVIOUSLY INSTALLED UNDER THIS CONTRACT.

C. IN RARE INSTANCES WHERE EXCAVATING, FILL, OR GRADING IS REQUIRED WITHIN THE DRIP-LINE OF

TREES TO REMAIN, THE WORK SHALL BE PERFORMED AS FOLLOWS:

1. TRENCHING: WHEN TRENCHING OCCURS AROUND TREES TO REMAIN, THE TREE ROOTS SHALL NOT BE

CUT, BUT THE TRENCH SHALL BE TUNNELED UNDER OR AROUND THE ROOTS BY CAREFUL HAND DIGGING

AND WITHOUT INJURY TO THE ROOTS. NO ROOTS, LIMBS, OR WOODS ARE TO HAVE ANY PAINT OR

MATERIAL APPLIED TO ANY SURFACE.

2. RAISING GRADES: WHEN THE GRADE AT AN EXISTING TREE IS BELOW THE NEW FINISHED GRADE, AND

FILL NOT EXCEEDING 6 INCHES (6'') IS REQUIRED, CLEAN, WASHED GRAVEL FROM ONE TO TWO INCHES

(1'' - 2'') IN SIZE SHALL BE PLACED DIRECTLY AROUND THE TREE TRUNK. THE GRAVEL SHALL EXTEND

OUT FROM THE TRUNK ON ALL SIDES A MINIMUM OF 18 INCHES (18'') AND FINISH APPROXIMATELY TWO

INCHES (2'') ABOVE THE FINISH GRADE AT TREE. INSTALL GRAVEL BEFORE ANY EARTH FILL IS PLACED.

NEW EARTH FILL SHALL NOT BE LEFT IN CONTACT WITH THE TRUNK OF ANY TREE REQUIRING FILL.

WHERE FILL EXCEEDING 6 INCHES (6'') IS REQUIRED, A DRY LAID TREE WELL SHALL BE CONSTRUCTED.

IF APPLICABLE, TREE WELL INSTALLATION SHALL BE IN ACCORDANCE WITH THE PROVIDED ''TREE WELL

DETAIL.''

3. LOWERING GRADES: EXISTING TREES LOCATED IN AREAS WHERE THE NEW FINISHED GRADE IS TO BE

LOWERED, SHALL HAVE RE-GRADING WORK DONE BY HAND TO THE INDICATED ELEVATION, NO GREATER

THAN SIX INCHES (6''). ROOTS SHALL BE CUT CLEANLY THREE INCHES (3'') BELOW FINISHED GRADE

UNDER THE DIRECTION OF A LICENSED ARBORIST. WHERE CUT EXCEEDING 6 INCHES (6'') IS REQUIRED,

A DRY LAID RETAINING WALL SHALL BE CONSTRUCTED. IF APPLICABLE, THE RETAINING WALL

INSTALLATION SHALL BE IN ACCORDANCE WITH THE PROVIDED ''TREE RETAINING WALL DETAIL.''

6. SOIL AMENDMENTS

A. LANDSCAPE CONTRACTOR SHALL OBTAIN A SOIL TEST OF THE IN-SITU TOPSOIL BY A CERTIFIED SOIL

LABORATORY PRIOR TO PLANTING. LANDSCAPE CONTRACTOR SHALL ALLOW FOR A TWO WEEK

TURNAROUND TIME FROM SUBMITTAL OF SAMPLE TO NOTIFICATION OF RESULTS.

B. BASED ON SOIL TEST RESULTS, ADJUST THE RATES OF LIME AND FERTILIZER THAT SHALL BE MIXED INTO

THE TOP SIX INCHES (6'') OF TOPSOIL. THE LIME AND FERTILIZER RATES PROVIDED WITHIN THE ''SEED

SPECIFICATION'' OR ''SOD SPECIFICATION'' IS APPROXIMATE AND FOR BIDDING PURPOSES ONLY. IF

ADDITIONAL AMENDMENTS ARE NECESSARY, ADJUST THE TOPSOIL AS FOLLOWS:

MODIFY HEAVY CLAY OR SILT SOILS (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK

(UP TO 30% BY VOLUME) OR GYPSUM.

MODIFY EXTREMELY SANDY SOILS (MORE THAN 85%) BY ADDING ORGANIC MATTER AND/OR DRY,

SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX.

7. TOPSOIL

A. TOPSOIL SHALL BE FERTILE, FRIABLE, NATURAL TOPSOIL OF LOAMING CHARACTER, WITHOUT ADMIXTURE

OF SUBSOIL MATERIAL OBTAINED FROM A WELL-DRAINED ARABLE SITE, FREE FROM ALL CLAY, LUMPS,

COARSE SANDS, STONES, PLANTS, ROOTS, STICKS, AND OTHER FOREIGN MATERIAL GREATER THAN ONE

INCH (1'').

B. TOPSOIL SHALL HAVE A PH RANGE OF 5.0-7.0 AND SHALL NOT CONTAIN LESS THAN 6% ORGANIC MATTER

BY WEIGHT.

C. OBTAIN TOPSOIL ONLY FROM LOCAL SOURCES OR FROM AREAS HAVING SIMILAR SOIL CHARACTERISTICS

TO THAT FOUND AT THE PROJECT SITE.

D. CONTRACTOR SHALL PROVIDE A DEEP LAYER OF TOPSOIL IN ALL PLANTING AREAS.

TOPSOIL SHALL BE SPREAD OVER A PREPARED SURFACE IN A UNIFORM LAYER TO ACHIEVE THE DESIRED

COMPACTED THICKNESS. THE SPREADING OF TOPSOIL SHALL NOT BE CONDUCTED UNDER MUDDY OR

FROZEN SOIL CONDITIONS.

8. FINISHED GRADING

A. UNLESS OTHERWISE NOTED IN THE CONTRACT, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE

FOR THE INSTALLATION OF TOPSOIL AND THE ESTABLISHMENT OF FINE-GRADING WITHIN THE

DISTURBED AREA OF THE SITE.

B. LANDSCAPE CONTRACTOR SHALL VERIFY THAT THE SUB-GRADE ELEVATION MEETS THE FINISHED GRADE

ELEVATION (LESS THE REQUIRED TOPSOIL), IN ACCORDANCE WITH THE APPROVED OR FINAL GRADING

PLAN.

C. ALL LAWN AND PLANTING AREAS SHALL BE GRADED TO A SMOOTH, EVEN AND UNIFORM PLANE WITH NO

ABRUPT CHANGE OF SURFACE AS DEPICTED WITHIN THE APPROVED OR FINAL CONSTRUCTION SET

UNLESS OTHERWISE DIRECTED BY THE PROJECT LANDSCAPE ARCHITECT OR MUNICIPAL OFFICIAL.

D. ALL PLANTING AND LAWN AREAS SHALL BE GRADED AND MAINTAINED TO ALLOW A FREE FLOW OF

SURFACE WATER.

9. LAWN (SEED OR SOD)

A. SEED MIXTURE SHALL BE FRESH, CLEAN, NEW CROP SEED. SOD SHALL BE STRONGLY ROOTED, UNIFORM

IN THICKNESS, AND FREE OF WEEDS, DISEASE, AND PESTS.

B. SEED OR SOD SHALL BE PURCHASED FROM A RECOGNIZED DISTRIBUTOR AND SHALL BE COMPOSED OF

THE MIX OR BLEND WITHIN THE PROVIDED ''SEED SPECIFICATION'' OR ''SOD SPECIFICATION.''

C. REFERENCE LANDSCAPE PLAN FOR AREAS TO BE SEEDED OR LAID WITH SOD.

D. SEEDING SHALL NOT BE PERFORMED IN WINDY WEATHER. IF THE SEASON OF THE PROJECT COMPLETION

PROHIBITS PERMANENT STABILIZATION, TEMPORARY STABILIZATION SHALL BE PROVIDED IN

ACCORDANCE WITH THE ''TEMPORARY SEEDING SPECIFICATION.''

E. PROTECT NEW LAWN AREAS AGAINST TRESPASSING WHILE THE SEED IS GERMINATING. FURNISH AND

INSTALL FENCES, SIGNS, BARRIERS OR ANY OTHER NECESSARY TEMPORARY PROTECTIVE DEVICES.

DAMAGE RESULTING FROM TRESPASS, EROSION, WASHOUT, SETTLEMENT OR OTHER CAUSES SHALL BE

REPAIRED BY THE LANDSCAPE CONTRACTOR AT HIS EXPENSE. REMOVE ALL FENCES, SIGNS, BARRIERS

OR OTHER TEMPORARY PROTECTIVE DEVICES ONCE LAWN HAS BEEN ESTABLISHED.

10. PLANT QUALITY

A. ALL PLANT MATERIAL SHALL CONFORM TO THE AMERICAN STANDARD FOR NURSERY STOCK (ANSI

Z60.1-2014) OR LATEST REVISION AS PUBLISHED BY THE AMERICAN NURSERY AND LANDSCAPE

ASSOCIATION.

B. IN ALL CASES, BOTANICAL NAMES LISTED WITHIN THE APPROVED OR FINAL PLANT LIST SHALL TAKE

PRECEDENCE OVER COMMON NAMES.

C. ALL PLANTS SHALL BE OF SELECTED SPECIMEN QUALITY, EXCEPTIONALLY HEAVY, TIGHTLY KNIT, SO

TRAINED OR FAVORED IN THEIR DEVELOPMENT AND APPEARANCE AS TO BE SUPERIOR IN FORM, NUMBER

OF BRANCHES, COMPACTNESS AND SYMMETRY. ALL PLANTS SHALL HAVE A NORMAL HABIT OR SOUND,

HEALTHY, VIGOROUS PLANTS WITH WELL DEVELOPED ROOT SYSTEM. PLANTS SHALL BE FREE OF

DISEASE, INSECT PESTS, EGGS OR LARVAE.

D. PLANTS SHALL NOT BE PRUNED BEFORE DELIVERY. TREES WITH ABRASION OF THE BARK, SUNSCALDS,

DISFIGURING KNOTS OR FRESH CUTS OF LIMBS OVER ONE AND ONE-FOURTH INCHES (1-1/4'') WHICH

HAVE NOT COMPLETELY CALLOUSED SHALL BE REJECTED.

E. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY AND SHALL HAVE A NORMAL HABIT OF

GROWTH AND BE LEGIBLY TAGGED WITH THE PROPER NAME AND SIZE.

F. THE ROOT SYSTEM OF EACH PLANT SHALL BE WELL PROVIDED WITH FIBROUS ROOTS. ALL PARTS SHALL

BE SOUND, HEALTHY, VIGOROUS, WELL-BRANCHED AND DENSELY FOLIATED WHEN IN LEAF.

G. ALL PLANTS DESIGNATED BALL AND BURLAP (B&B) MUST BE MOVED WITH THE ROOT SYSTEM AS SOLID

UNITS WITH BALLS OF EARTH FIRMLY WRAPPED WITH BURLAP. THE DIAMETER AND DEPTH OF THE BALLS

OF EARTH MUST BE SUFFICIENT TO ENCOMPASS THE FIBROUS ROOT FEEDING SYSTEMS NECESSARY FOR

THE HEALTHY DEVELOPMENT OF THE PLANT. NO PLANT SHALL BE ACCEPTED WHEN THE BALL OF EARTH

SURROUNDING ITS ROOTS HAS BEEN BADLY CRACKED OR BROKEN PREPARATORY TO OR DURING THE

PROCESS OF PLANTING. THE BALLS SHALL REMAIN INTACT DURING ALL OPERATIONS. ALL PLANTS THAT

CANNOT BE PLANTED AT ONCE MUST BE HEELED-IN BY SETTING IN THE GROUND AND COVERING THE

BALLS WITH SOIL OR MULCH AND THEN WATERING. HEMP BURLAP AND TWINE IS PREFERABLE TO

TREATED. IF TREATED BURLAP IS USED, ALL TWINE IS TO BE CUT FROM AROUND THE TRUNK AND ALL

BURLAP IS TO BE REMOVED.

H. UNLESS SPECIFICALLY NOTED AS MULTI-STEM, THE TRUNK OF EACH TREE SHALL BE A SINGLE TRUNK

GROWING FROM A SINGLE CROWN OF ROOTS. NO PART OF THE TRUNK SHALL BE CONSPICUOUSLY

CROOKED AS COMPARED WITH NORMAL TREES OF THE SAME VARIETY.

I. PLANTS TRANSPORTED TO THE PROJECT IN OPEN VEHICLES SHALL BE COVERED WITH TARPS OR OTHER

SUITABLE COVERS SECURELY FASTENED TO THE BODY OF THE VEHICLE TO PREVENT INJURY TO THE

PLANTS. CLOSED VEHICLES SHALL BE ADEQUATELY VENTILATED TO PREVENT OVERHEATING OF THE

PLANTS. EVIDENCE OF INADEQUATE PROTECTION FOLLOWING DIGGING, CARELESSNESS WHILE IN

TRANSIT, OR IMPROPER HANDLING OR STORAGE SHALL BE CAUSE FOR REJECTION OF PLANT MATERIAL.

ALL PLANTS SHALL BE KEPT MOIST, FRESH, AND PROTECTED. SUCH PROTECTION SHALL ENCOMPASS THE

ENTIRE PERIOD DURING WHICH THE PLANTS ARE IN TRANSIT, BEING HANDLED, OR ARE IN TEMPORARY

STORAGE.

11. PLANT MEASUREMENTS

A. PLANTS SHALL BE MEASURED WHEN BRANCHES ARE IN THEIR NORMAL POSITION.

B. SHRUBS SHALL MEET THE REQUIREMENTS FOR SPREAD, HEIGHT OR CONTAINER SIZE STATED IN THE

APPROVED OR FINAL PLANT LIST. THE MEASUREMENTS ARE TO BE TAKEN FROM THE GROUND LEVEL TO

THE AVERAGE HEIGHT OF THE SHRUB AND NOT TO THE LONGEST BRANCH.

C. CALIPER MEASUREMENTS FOR NURSERY GROWN TREES SHALL BE TAKEN AT A POINT ON THE TRUNK SIX

INCHES (6'') ABOVE NATURAL GROUND LEVEL FOR TREES UP TO FOUR INCHES (4'') IN CALIPER, AND AT A

POINT 12 INCHES (12'') ABOVE THE NATURAL GROUND LEVEL FOR TREES EXCEEDING FOUR INCHES (4'')

IN CALIPER.

D. THE MEASUREMENTS SPECIFIED ARE THE MINIMUM SIZE ACCEPTABLE AND, WHERE PRUNING IS

REQUIRED, ARE THE MEASUREMENTS AFTER PRUNING.

12. PLANTING OPERATIONS

A. THE LANDSCAPE CONTRACTOR SHALL PROVIDE SUFFICIENT TOOLS AND EQUIPMENT REQUIRED TO CARRY

OUT THE PLANTING OPERATIONS.

B. ALL PLANT MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH THE CORRESPONDING LANDSCAPE

PLAN AND PLANTING DETAILS.

C. LANDSCAPE CONTRACTOR SHALL MAKE BEST EFFORT TO INSTALL PLANTINGS ON THE SAME DAY AS

DELIVERY. PLANTS THAT REMAIN UNPLANTED FOR A PERIOD OF TIME GREATER THAN THREE (3) DAYS

SHALL BE HEALED IN WITH TOPSOIL OR MULCH AND WATERED AS REQUIRED TO PRESERVE ROOT

MOISTURE.

D. NO PLANT MATERIAL SHALL BE PLANTED IN MUDDY OR FROZEN SOIL.

E. PLANTS WITH INJURED ROOTS OR BRANCHES SHALL BE PRUNED PRIOR TO PLANTING UTILIZING CLEAN,

SHARP TOOLS. ONLY DISEASED OR INJURED PLANTS SHALL BE REMOVED.

F. IF ROCK OR OTHER UNDERGROUND OBSTRUCTION IS ENCOUNTERED, THE LANDSCAPE ARCHITECT

RESERVES THE RIGHT TO RELOCATE OR ENLARGE PLANTING PITS OR DELETE PLANT MATERIAL FROM THE

CONTRACT.

G. INSTALLATION OF PLANT MATERIAL WITHIN SIGHT TRIANGLES IS DISCOURAGED. IF PLANTS MUST BE

PLANTED WITHIN SIGHT TRIANGLES, TREES SHALL BE LIMBED AND MAINTAINED TO A HEIGHT OF

ABOVE GRADE, AND SHRUBS, GROUND COVER, PERENNIALS, AND ANNUALS SHALL BE

MAINTAINED TO A HEIGHT NOT TO EXCEED ABOVE GRADE UNLESS OTHERWISE NOTED OR

SPECIFIED BY THE GOVERNING MUNICIPALITY OR AGENCY.

H. INSTALLATION SHALL OCCUR DURING THE FOLLOWING SEASONS:

PLANTS (MARCH 15 - DECEMBER 15)

LAWNS (MARCH 15 - JUNE 15 OR SEPTEMBER 1 - DECEMBER 1)

I. THE FOLLOWING TREES ARE SUSCEPTIBLE TO TRANSPLANT SHOCK AND SHALL NOT BE PLANTED DURING

THE FALL SEASON (STARTING SEPTEMBER 15):

ABIES CONCOLOR

ACER BUERGERIANUM

ACER FREEMANII

ACER RUBRUM

ACER SACCHARINUM

BETULA VARIETIES

CARPINUS VARIETIES

CEDRUS DEODARA

CELTIS VARIETIES

CERCIDIPHYLLUM VARIETIES

CERCIS CANADENSIS

CORNUS VARIETIES

CRATAEGUS VARIETIES

13. PLANT SUBSTITUTIONS

A. THE LANDSCAPE CONTRACTOR SHALL MAKE HIS BEST EFFORT TO LOCATE THE PLANT MATERIAL

SPECIFIED ON THE APPROVED OR FINAL PLANT LIST.

B. IF A PLANT IS UNATTAINABLE OR ON THE FALL DIGGING HAZARD LIST AN EQUIVALENT SPECIES OF THE

SAME SIZE MAY BE REQUESTED FOR SUBSTITUTION OF THE ORIGINAL PLANT.

C. ALL SUBSTITUTIONS SHALL BE APPROVED BY THE PROJECT LANDSCAPE ARCHITECT OR MUNICIPAL

OFFICIAL PRIOR TO ORDERING AND INSTALLATION.

14. MULCH

A. DOUBLE SHREDDED HARDWOOD MULCH OR APPROVED EQUAL SHALL BE USED AS A TOP

DRESSING IN ALL SHRUB PLANTING BEDS AND AROUND ALL TREES PLANTED BY LANDSCAPE

CONTRACTOR. GROUND COVER, PERENNIAL, AND ANNUAL PLANTING BEDS SHALL BE MULCHED WITH A

TWO INCH (2'') TOP DRESSING. SINGLE TREES OR SHRUBS SHALL BE MULCHED TO AVOID CONTACT WITH

TRUNK OR PLANT STEM. MULCH SHALL BE OF SUFFICIENT CHARACTER AS NOT TO BE EASILY DISPLACED

BY WIND OR WATER RUNOFF.

15. IRRIGATION

A. LANDSCAPE CONTRACTOR SHALL WATER NEW PLANTINGS FROM TIME OF INSTALL AND THROUGHOUT

REQUIRED 90-DAY MAINTENANCE PERIOD UNTIL PLANTS ARE ESTABLISHED. IF ON-SITE WATER IS NOT

AVAILABLE AT THE PROJECT LOCATION, THE LANDSCAPE CONTRACTOR SHALL FURNISH IT BY MEANS OR A

WATERING TRUCK OR OTHER ACCEPTABLE MANNER.

B. THE QUANTITY OF WATER APPLIED AT ONE TIME SHALL BE SUFFICIENT TO PENETRATE THE SOIL TO A

MINIMUM OF EIGHT INCHES (8'') IN SHRUB BEDS AND SIX INCHES (6'') IN TURF AREAS AT A RATE WHICH

WILL PREVENT SATURATION OF THE SOIL.

C. IF AN AUTOMATIC IRRIGATION SYSTEM HAS BEEN INSTALLED, IT CAN BE USED FOR WATERING PLANT

MATERIAL. HOWEVER, FAILURE OF THE SYSTEM DOES NOT ELIMINATE THE LANDSCAPE CONTRACTOR'S

RESPONSIBILITY OF PLANT HEALTH AND ESTABLISHMENT.

16. CLEAN UP

A. DURING THE COURSE OF CONSTRUCTION/PLANT INSTALLATION, EXCESS AND WASTE MATERIALS SHALL

BE CONTINUOUSLY AND PROMPTLY REMOVED AT THE END OF EACH WORK DAY. ALL DEBRIS, MATERIALS,

AND TOOLS SHALL BE PROPERLY STORED, STOCKPILED OR DISPOSED OF AND ALL PAVED AREAS SHALL BE

CLEANED.

B. THE LANDSCAPE CONTRACTOR SHALL DISPOSE OF ALL RUBBISH AND EXCESS SOIL AT HIS EXPENSE TO

AN OFF-SITE LOCATION AS APPROVED BY THE LOCAL MUNICIPALITY.

17. GUARANTEE

A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF

FROM APPROVAL OF LANDSCAPE INSTALLATION BY THE PROJECT LANDSCAPE ARCHITECT, MUNICIPAL

OFFICIAL, OR OWNER/OWNER'S REPRESENTATIVE. LANDSCAPE CONTRACTOR SHALL SUPPLY THE OWNER

WITH A MAINTENANCE BOND IN THE AMOUNT OF 10% OF THE VALUE OF THE LANDSCAPE INSTALLATION

WHICH WILL BE RELEASED AT THE CONCLUSION OF THE GUARANTEE PERIOD AND ONCE FINAL

ACCEPTANCE HAS BEEN GRANTED BY THE PROJECT LANDSCAPE ARCHITECT, MUNICIPAL OFFICIAL, OR

OWNER/OWNER'S REPRESENTATIVE.

B. THE LANDSCAPE CONTRACTOR SHALL REMOVE AND REPLACE DYING, DEAD, OR DEFECTIVE PLANT

MATERIAL AT HIS EXPENSE. THE LANDSCAPE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR ANY

DAMAGES CAUSED BY HIS COMPANY'S OPERATIONS.

C. ALL REPLACEMENT PLANTS SHALL BE OF THE SAME SPECIES AND SIZE AS SPECIFIED ON THE APPROVED

OR FINAL PLANT LIST. REPLACEMENTS RESULTING FROM REMOVAL, LOSS, OR DAMAGE DUE TO

OCCUPANCY OF THE PROJECT IN ANY PART, VANDALISM, PHYSICAL DAMAGE BY ANIMALS, VEHICLES, ETC.,

AND LOSSES DUE TO CURTAILMENT OF WATER BY LOCAL AUTHORITIES SHALL BE APPROVED AND PAID

FOR BY THE OWNER.

18. LANDSCAPE MAINTENANCE

A. A 90-DAY MAINTENANCE PERIOD SHALL BEGIN IMMEDIATELY AFTER ALL PLANTS HAVE BEEN

SATISFACTORILY INSTALLED.

B. MAINTENANCE SHALL INCLUDE, BUT NOT BE LIMITED TO, REPLACING MULCH THAT HAS BEEN DISPLACED

BY EROSION OR OTHER MEANS, REPAIRING AND RESHAPING WATER RINGS OR SAUCERS, MAINTAINING

STAKES AND GUYS IF ORIGINALLY REQUIRED, WATERING WHEN NEEDED OR DIRECTED, WEEDING,

PRUNING, SPRAYING, FERTILIZING, MOWING THE LAWN, AND PERFORMING ANY OTHER WORK REQUIRED

TO KEEP THE PLANTS IN A HEALTHY CONDITION.

C. MOW ALL GRASS AREAS AT REGULAR INTERVALS TO KEEP THE GRASS HEIGHT FROM EXCEEDING THREE

INCHES (3''). MOWING SHALL BE PERFORMED ONLY WHEN GRASS IS DRY. MOWER BLADE SHALL BE SET

TO REMOVE NO MORE THAN ONE THIRD (1/3) OF THE GRASS LENGTH. WHEN THE AMOUNT OF GRASS IS

HEAVY, IT SHALL BE REMOVED TO PREVENT DESTRUCTION OF THE UNDERLYING TURF. MOW GRASS

AREAS IN SUCH A MANNER AS TO PREVENT CLIPPINGS FROM BLOWING ON PAVED AREAS, AND

SIDEWALKS. CLEANUP AFTER MOWING SHALL INCLUDE SWEEPING OR BLOWING OF PAVED AREAS AND

SIDEWALKS TO CLEAR THEM FROM MOWING DEBRIS.

D. GRASSED AREAS DAMAGED DURING THE PROCESS OF THE WORK SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR, WHO SHALL RESTORE THE DISTURBED AREAS TO A CONDITION SATISFACTORY TO THE

PROJECT LANDSCAPE ARCHITECT, MUNICIPAL OFFICIAL, OR OWNER/OWNER'S REPRESENTATIVE. THIS

MAY INCLUDE FILLING TO GRADE, FERTILIZING, SEEDING, AND MULCHING.

E. SHOULD THE OWNER REQUIRE MAINTENANCE BEYOND THE STANDARD 90-DAY MAINTENANCE PERIOD, A

SEPARATE CONTRACT SHALL BE ESTABLISHED.

CORNUS VARIETIES

CRATAEGUS VARIETIES

CUPRESSOCYPARIS LEYLANDII

FAGUS VARIETIES

HALESIA VARIETIES

ILEX X FOSTERII

ILEX NELLIE STEVENS

ILEX OPACA

JUNIPERUS VIRGINIANA

KOELREUTERIA PANICULATA

LIQUIDAMBAR VARIETIES

LIRIODENDRON VARIETIES

MALUS IN LEAF

NYSSA SYLVATICA

OSTRYA VIRGINIANA

PINUS NIGRA

PLATANUS VARIETIES

POPULUS VARIETIES

PRUNUS VARIETIES

PYRUS VARIETIES

QUERCUS VARIETIES (NOT. Q. PALUSTRIS)

SALIX WEEPING VARIETIES

SORBUS VARIETIES

TAXODIUM VARIETIES

TAXUS B REPANDENS

TILIA TOMENTOSA VARIETIES

ULMUS PARVIFOLIA VARIETIES

ZELKOVA VARIETIES

LANDSCAPE SPECIFICATIONS

TOPSOIL

MULCH

GUARANTEE

TREE

SHRUB

SEEDING SPECIFICATIONS

6. APPLY UNROTTED SMALL GRAIN STRAW, HAY FREE OF SEEDS, OR SALT HAY TO ALL SEEDED AREAS AT THE

RATE OF 1 1/2 - 2 TONS PER ACRE OR 70-90 POUNDS PER 1,000 S.F. SPREAD MULCH SO THAT

APPROXIMATELY 85% OF THE SOIL SURFACE IS COVERED. ANCHORING OF MULCH SHALL BE

ACCOMPLISHED IMMEDIATELY AFTER PLACEMENT TO MINIMIZE LOSS BY WIND OR WATER. THIS MAY BE

ACCOMPLISHED BY ONE OF THE FOLLOWING METHODS: PEG AND TWINE, MULCH NETTING, OR LIQUID

MULCH-BINDER.

7. IRRIGATE NEWLY SEEDED AREAS WITH A MINIMUM OF 1/4 INCH OF WATER TWICE A DAY (NOT DURING

PERIODS OF INTENSE SUN) UNTIL VEGETATION IS WELL ESTABLISHED.

3. CONSULT MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND IMPLEMENT AS REQUIRED PRIOR

TO APPLICATION OF SEED.

2. TOPSOIL SHALL BE TILLED, FINE GRADED, AND RAKED FREE OF ALL DEBRIS LARGER THAN 1" IN DIAMETER.

ALL LAWN AREAS SHALL BE SLOPED TO DRAIN OR PER THE APPROVED GRADING PLAN.

1. PRIOR TO SEEDING, MIX TOP 6" LAYER OF TOPSOIL WITH FERTILIZER AND LIME. 10-20-10 FERTILIZER

SHALL BE APPLIED AT THE RATE OF 500 POUNDS PER ACRE OR 11 POUNDS PER 1,000 S.F. LIME SHALL BE

APPLIED IN ACCORDANCE WITH THE FOLLOWING CHART:

LOAMY SAND, SAND

SANDY LOAM, LOAM, SILT LOAM

CLAY, CLAY LOAM, AND HIGH ORGANIC SOIL

1

2

3

45

90

135

SOIL TEXTURE TONS/ACRE LBS/1,000 S.F.

ABOVE APPLICATION RATES FOR FERTILIZER AND LIME ARE STANDARD RATES AND SHALL BE ADJUSTED

BASED ON SITE SPECIFIC SOIL TESTS.

5. SEED SHALL BE APPLIED IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH OTHER. ONCE APPLIED, FIRM

THE SOIL WITH A CORRUGATED LAWN ROLLER TO PROMOTE SEED-TO-SOIL CONTACT.

KENTUCKY BLUEGRASS

STRONG CREEPING RED FESCUE

PERENNIAL RYEGRASS

HARD FESCUE

FINE FESCUE (BLEND)

10

10

75

.25

.25

2.1

MAINTENANCE LEVEL

(C) PERIODIC MOWING (7-14 DAYS), OCCASIONAL FERTILIZATION AND LIME

(D) INFREQUENT OR NO MOWING, FERTILIZATION AND LIME THE FIRST YEAR OF ESTABLISHMENT

SEED MIXTURE

GENERAL LOW MAINTENANCE SEED MIX (#8)

LBS/ACRE LBS/1,000 S.F.

OPTIMAL PLANTING DATES

4.

WHITE CLOVER 5 .10

ZONE 5B & 6A = 3/15-5/31

8/1-10/1

ZONE 6B = 3/1-4/30

8/15-10/15

ZONE 7A & 7B = 2/1-4/30

8/15-10/30

(B) FREQUENT MOWING (4-7 DAYS), OCCASIONAL FERTILIZATION, LIME AND WEED CONTROL

GROUND COVER/PERENNIAL/ANNUAL PLANTING DETAIL

SPACING CHART

A

ROW ''A''SPACING ''D''

BACKFILL SOIL

1 PART SOIL AMENDMENT

(BASED ON SOIL TEST)

3 PARTS NATIVE TOPSOIL

UNDISTURBED SUBGRADE

PLANTED ON CENTER (SEE SPACING CHART)

GENTLY PULL ROOTS AWAY FROM

TOPSOIL MASS WITH FINGERS

NOTES:

2'' DOUBLE SHREDDED

HARDWOOD MULCH (DO NOT

PLACE MULCH AGAINST THE

BASE OF THE PLANT)

36'' O.C.

6'' O.C.

8'' O.C.

10'' O.C.

12'' O.C.

15'' O.C

18'' O.C.

24'' O.C.

30'' O.C.

30.00''

5.20''

6.93''

8.66''

10.40''

13.00''

15.60''

20.80''

26.00''

DD

D

NOT TO SCALE

NOT TO SCALE

3. ALL GROUND COVER AREAS SHALL BE TREATED WITH A PRE-EMERGENT PER MANUFACTURER'S SPECIFICATIONS

1. THOROUGHLY SOAK THE GROUND COVER ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY

THROUGHOUT THE FOLLOWING TWO SUMMERS.

2. SOIL AMENDMENTS:

MODIFY HEAVY CLAY OR SILT SOILS (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) OR GYPSUM

MODIFY EXTREMELY SANDY SOILS (MORE THAN 85% SAND) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX

DECIDUOUS AND EVERGREEN SHRUB PLANTING DETAIL

ROPES AT TOP OF BALL SHALL BE CUT AND

REMOVED. FOLD BACK TOP 1/3 OF BURLAP.

ALL NON-BIODEGRADABLE MATERIAL SHALL

BE REMOVED.

PLANTING HOLE SHALL BE 12'' TO

18'' DEEP. FOR LARGER SHRUB

ROOT BALLS, MAKE DEPTH MIN. 4''

DEEPER THAN BALL.

SOIL SURFACE ROUGHENED TO

BIND WITH BACKFILL SOIL.

BACKFILL SOIL

1 PART SOIL AMENDMENT

(BASED ON SOIL TEST)

3 PARTS NATIVE TOPSOIL

CONTAINER-GROWN PLANT WITH

ROOTS PULLED OUT OF BALL

BALLED AND BURLAPPED PLANT

8'' TO 12''

NOTES:

TOP OF SHRUB ROOT BALL SHALL BE SET

FLUSH WITH FINISHED GRADE

3'' DOUBLE SHREDDED HARDWOOD

MULCH (DO NOT PLACE MULCH AGAINST

THE BASE OF THE PLANT)

UNDISTURBED SUBGRADE

NOT TO SCALE

REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000

1. FOR CONTAINER-GROWN SHRUBS, USE FINGERS OR SMALL HAND TOOL TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER

OF THE CONTAINER.

2. THOROUGHLY SOAK THE SHRUB ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS.

3. SOIL AMENDMENTS:

MODIFY HEAVY CLAY OR SILT SOILS (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE BARK (UP TO 30% BY VOLUME) OR GYPSUM

MODIFY EXTREMELY SANDY SOILS (MORE THAN 85% SAND) BY ADDING ORGANIC MATTER AND/OR DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX

REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000

DECIDUOUS TREE PLANTING DETAIL

NOT TO SCALE

NOTES:

CUT BANDS OF WIRE BASKET AND

FOLD AWAY FROM TOP OF ROOT

BALL

SET ROOT BALL FLUSH TO GRADE OR

SEVERAL INCHES HIGHER IN POORLY

DRAINING SOILS

DIG WIDE, SHALLOW HOLE WITH

TAPERED SIDES

UNDISTURBED SUBGRADE

HOLE SHALL BE 2 1/2 TIMES THE

WIDTH OF THE ROOT BALL

DO NOT STAKE OR WRAP TRUNK

4'' BUILT-UP EARTH SAUCER

4-6'' DEEPER THAN ROOT BALL

TAMP SOIL SOLIDLY AROUND BASE

OF ROOT BALL

SET ROOT BALL ON FIRM PAD IN

BOTTOM OF HOLE

AVOID PURCHASING TREES WITH

TWO LEADERS OR REMOVE ONE AT

PLANTING: OTHERWISE, DO NOT

PRUNE TREE AT PLANTING EXCEPT

FOR SPECIFIC STRUCTURAL

CORRECTIONS

1. FOR CONTAINER-GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE

OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE

CONTAINER

2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE

FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS.

3. SOIL AMENDMENTS:

MODIFY HEAVY CLAY OR SILT SOILS (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE

BARK (UP TO 30% BY VOLUME) OR GYPSUM

MODIFY EXTREMELY SANDY SOILS (MORE THAN 85% SAND) BY ADDING ORGANIC MATTER AND/OR

DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX

BACKFILL SOIL

1 PART SOIL AMENDMENT

(BASED ON SOIL TEST)

3 PARTS NATIVE TOPSOIL

ROPES AT TOP OF BALL

SHALL BE CUT AND

REMOVED. FOLD BACK

TOP 1/3 OF BURLAP. ALL

NON-BIODEGRADABLE

MATERIAL SHALL BE

REMOVED.

3'' DOUBLE SHREDDED

HARDWOOD MULCH (DO NOT

PLACE MULCH IN CONTACT

WITH TREE TRUNK)

REFERENCES ARCHITECTURAL GRAPHIC STANDARDS COPYRIGHT 2000

EVERGREEN TREE PLANTING DETAIL

NOT TO SCALE

NOTES:

CUT BANDS OF WIRE BASKET AND

FOLD AWAY FROM TOP OF ROOT

BALL

SET ROOT BALL FLUSH TO GRADE OR

SEVERAL INCHES HIGHER IN POORLY

DRAINING SOILS

DIG WIDE, SHALLOW HOLE WITH

TAPERED SIDES

UNDISTURBED SUBGRADE

HOLE SHALL BE 2 1/2 TIMES THE

WIDTH OF THE ROOT BALL

DO NOT STAKE OR WRAP TRUNK

4'' BUILT-UP EARTH SAUCER

4-6'' DEEPER THAN ROOT BALL

TAMP SOIL SOLIDLY AROUND BASE

OF ROOT BALL

SET ROOT BALL ON FIRM PAD IN

BOTTOM OF HOLE

AVOID PURCHASING TREES WITH

TWO LEADERS OR REMOVE ONE AT

PLANTING: OTHERWISE, DO NOT

PRUNE TREE AT PLANTING EXCEPT

FOR SPECIFIC STRUCTURAL

CORRECTIONS

1. FOR CONTAINER-GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE

OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE

CONTAINER

2. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE

FIRST MONTH AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS.

3. SOIL AMENDMENTS:

MODIFY HEAVY CLAY OR SILT SOILS (MORE THAN 40% CLAY OR SILT) BY ADDING COMPOSTED PINE

BARK (UP TO 30% BY VOLUME) OR GYPSUM

MODIFY EXTREMELY SANDY SOILS (MORE THAN 85% SAND) BY ADDING ORGANIC MATTER AND/OR

DRY, SHREDDED CLAY LOAM UP TO 30% OF THE TOTAL MIX

BACKFILL SOIL

1 PART SOIL AMENDMENT

(BASED ON SOIL TEST)

3 PARTS NATIVE TOPSOIL

ROPES AT TOP OF BALL

SHALL BE CUT AND

REMOVED. FOLD BACK

TOP 1/3 OF BURLAP. ALL

NON-BIODEGRADABLE

MATERIAL SHALL BE

REMOVED.

3'' DOUBLE SHREDDED

HARDWOOD MULCH (DO NOT

PLACE MULCH IN CONTACT

WITH TREE TRUNK)

COMPLIANCE CHART

LOGAN, NJ (LI) LIGHT INDUSTRIAL DISTRICT

SECTION

REQUIREMENT

PROPOSED COMPLIANCE

ARTICLE V.

PERFORMANCE

STANDARDS

(A).(15). STORAGE. ALL OUTDOOR STORAGE FACILITIES FOR FUEL, RAW

MATERIALS, AND PRODUCTS STORED OUTDOORS SHALL BE ENCLOSED BY AN

APPROVED SAFETY FENCE AND SUITABLE LANDSCAPING TO SCREEN SUCH AREAS

FROM PUBLIC VIEW AND MUST COMPLY WITH LANDSCAPING AND BUFFERING

REGULATIONS SET FORTH HEREIN.

PROPERTY IS ENCLOSED BY A FENCE AND

IS SUITABLY LANDSCAPED.

YES

ARTICLE V.

PARKING LOT AND

DRIVEWAY

STANDARDS

(I).(9).(A). GENERAL LANDSCAPING ELEMENTS: A MINIMUM OF 15% OF ALL

PARKING AREAS SHALL BE LANDSCAPED. LANDSCAPING SHALL BE LOCATED IN

PROTECTED AREAS, ALONG WALKWAYS, IN CENTER AND END ISLANDS, AND IN

ALL IRREGULAR SPACES NOT USED FOR PARKING.

AS SET FORTH HEREIN, ALL OVERHANG AREAS SHALL BE DESIGNED WITH A HARD

SURFACE EXTENDING THE OUTSIDE EDGE OF THE WHEEL BUMPER TO A DISTANCE

OF 3 FEET. BEYOND THAT POINT.

TOTAL PARKING AREA = 33,550 S.F.

15% = 5,033 S.F.

PROPOSED: 2,532 S.F. (7.5%)

NO

(I).(9).(B). BUFFER STRIPS: THERE SHALL BE A MINIMUM 10 FOOT WIDE BUFFER

STRIP PLANTED BETWEEN ALL PARKING AREAS AND ADJACENT LAND USES. THIS

BUFFER SHALL BE INCREASED TO A MINIMUM OF 20 FEET BETWEEN

INCOMPATIBLE LAND USES (I.E., COMMERCIAL PARKING/RESIDENTIAL).

BUFFER STRIPS MAY CONSIST OF NATIVE PLANT MATERIALS, OR A COMBINATION

OF PLANT MATERIALS AND STRUCTURAL MATERIALS, PLANTED IN A FASHION

THAT THE BUFFER REDUCES GLARE, AIR AND NOISE POLLUTION AND SOIL

EROSION.

10 FOOT BUFFER OF EXISTING NATIVE

PLANT MATERIAL ALONG ADJACENT LAND

USES.

YES

(I).(9).(C).(1). ISLANDS. LANDSCAPED ISLANDS SHALL BE PLACED AT A MINIMUM

BETWEEN EVERY (1OTH) PARKING STALL. THESE ISLANDS SHALL ALSO BE PLACED

AT THE END OF EVERY ROW OF PARKING STALLS AS A TRAFFIC CONTROL DEVICE.

N/A

NO

(I).(9).(D). WITHIN THE SIGHT TRIANGLE OF ALL POINTS OF ENTRY OR EXIT FROM

A PARKING AREA, SHRUBBERY, NOT TO EXCEED 3 FEET IN HEIGHT, SHALL BE

PLANTED AND MAINTAINED.

NO SHRUBS PLANTED WITHIN THE SIGHT

TRIANGLE.

N/A

ARTICLE V.

BUFFER

LANDSCAPING

REQUIREMENTS

(17).(2) (A). EXCEPT AS SET FORTH BELOW, ALL BUFFER AREAS SHALL BE

MAINTAINS IN A NATURAL STATE. IF PREVIOUSLY CLEARED, THE BUFFER SHALL

BE PLANTED WITH APPROVED TREES AND SHRUBS, IN A DESIGN APPROVED BY

THE PLANNING BOARD.

USE/BUFFER/USE

PARKING/ 10 FT. / RESIDENTIAL EDGE

NON-RESIDENTIAL USE, I.E.:

*INDUSTRIAL/ 300 FT./ RESIDENTIAL BUILDING OR 100 FT. FROM THE PROPERTY

LINE. WHICHEVER IS GREATER

*COMMERCIAL/ 200 FT./ RESIDENTIAL EDGE

*AGRICULTURE/ 200FT./ RESIDENTIAL EDGE

ROADWAY: (CLUSTER DEVELOPMENT ONLY).

ARTERIAL STREET/ 200 FT./ RESIDENTIAL EDGE

COLLECTOR STREET/ RESIDENTIAL EDGE

NO ADJACENT RESIDENTIAL USE

N/A

(17).(3). MINIMUM SIZES FOR BUFFER PLANT MATERIALS:

(A). EVERGREEN TREES = 6-8 FEET

(B). CANOPY TREES = 12-14 FEET., 2

1

2

-3 INCH CALIPER

(C). ORNAMENTAL TREES = 8-10 FEET

(D). SHRUBS = 2-2

1

2

FEET

NO ADJACENT RESIDENTIAL USE

N/A

ARTICLE V.

BUFFER

LANDSCAPING

REQUIREMENTS

(INDUSTRIAL

LANDSCAPING)

(17).(4).(D). ALL AREA NOT COVERED BY BUILDINGS, ROADWAYS, PARKING

AREAS AND PEDESTRIAN WALKWAYS SHALL BE LANDSCAPED WITH NATURAL

MATERIALS

N/A

NO

(17).(4).(E). LANDSCAPED BUFFER SHALL BE PROVIDED ACCORDING TO THE

FOLLOWING PRINCIPLES:

(1). BUFFERS OF 20 FEET MINIMUM AT THE SITE PERIMETER AND 10 FEET

MINIMUM AT OUTDOOR PARKING PERIMETERS SHALL CONSIST OF NATURAL

VEGETATION IN COMBINATION WITH NEW DECIDUOUS TREES, EVERGREENS AND

DECIDUOUS MATERIALS. SUCH BUFFERS SHALL BE SUFFICIENT HEIGHT AND

DENSITY TO MINIMIZE HEADLIGHTS OR VEHICLES, NOISE AND LIGHT FROM

STRUCTURES, DECIDUOUS TREES SHALL BE A MINIMUM 2

1

2

INCH CALIPER.

EVERGREEN TREES SHALL BE 6-8 FEET IN HEIGHT.

(2). SIMILAR BUFFERS A MINIMUM OF 10 FEET SHALL BE DEVELOPED AROUND

GARBAGE COLLECTION FACILITIES.

(3). LANDSCAPED BUFFERS SHALL MAKE USE OF BERMS AND MOUNDS AS PART

OF THE OVERALL LANDSCAPE DESIGN.

BUFFER OF 10 FEET MINIMUM PROVIDED

ALONG THE PARKING PERIMETER WITH

EXISTING VEGETATION

YES

NOT TO SCALE

TREE PROTECTION ZONE/DRIPLINE

TREE PROTECTION FENCE DETAIL

4'

2'

NOTES:

AREA WITHIN TREE

PROTECTION ZONE TO

REMAIN UNDISTURBED

DURING CONSTRUCTION

AREA OF SITE

CONSTRUCTION

AREA OF SITE

CONSTRUCTION

1. TREE PROTECTION FENCE SHALL BE INSTALLED TO FOLLOW TREE CANOPY DRIP LINE OR

PROPOSED LIMITS OF DISTURBANCE.

2. CONSTRUCTION VEHICLES TO STAY AS FAR AS POSSIBLE FROM TREE PROTECTION FENCE TO

PREVENT COMPACTION OF TREE ROOTS.

6' LONG WOOD OR STEEL

FENCE POSTS. POSTS

SHALL BE SPACED

HORIZONTALLY 8' ON

CENTER MAXIMUM.

4' TALL FLUORESCENT

ORANGE HIGH-DENSITY

CONSTRUCTION FENCE

OR APPROVED EQUAL

DRAWING NUMBER:

JOB NUMBER: DATE:

19220

CHECKED BY:DRAWN BY:

JOSEPH D. HANRAHANPROFESSIONAL ENGINEER

NJ LICENSE NUMBER 40339PA LICENSE NUMBER 76067MD LICENSE NUMBER 43422CT LICENSE NUMBER 28380

SHEET OF 12

JDH

05.14.20

PROJECT:

DRAWING TITLE:

LOCATION:

REVISIONSNO. DATE ISSUE OR REVISION BY

APPLICANT:

HOME DEPOT U.S.A., INC.2455 PACES FERRY ROAD,NW BUILDING C-20

ATLANTA, GA 30339-4024

1707 ATLANTIC AVENUE, SUITE B2MANASQUAN, NJ 08736

(TEL) 732.899.0898 (FAX) 888.712.4519CERTIFICATE OF AUTHORIZATION #24GA28176300

HAMMERENGINEERING.COM

"THE WAY TO ENTITLEMENT"GROUNDBREAKING RESULTS

PRELIMINARY & FINAL PLAT - MAJOR SITE PLAN

HOME DEPOTBRIDGEPORT

FDC CONVERSION

2359 CENTER SQUARE ROADBLOCK 3104, LOT 6TAX MAP SHEET 31

TOWNSHIP OF LOGANGLOUCESTER COUNTY, NJ

LAND ENGINEERING

LAND ENGINEERING

JAR

OWNER:

WESTERN CENTER SQUARE DC C/O GLP US2 N RIVERSIDE PLAZA #2350

CHICAGO, IL 60606

X

XX

X

X X X

X X X X X X X X X X X X

XX

X

XX

EXISTING BDC CONVERVSION TO FDC

OFFICE - 13,014 SFWAREHOUSE - 286,466 SFTOTAL AREA - 299,480 SF

113 AUTO STALLS74 TRAILER STALLS24 LOADING DOCKS

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X

X

X

X

XX

XX

XX

XX

XX

XX

XX

XX

X

X

X

X

X

X

XXXXXXXXXXXXXXXXXXXX

X

X

X

X

X

XXXXX

1.1

1.1

1.1

0.9

0.7

0.5

0.4

0.2

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

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0.0

0.0

0.0

0.0

0.0

0.0

0.0

1.4

1.5

1.4

1.2

0.9

0.6

0.4

0.3

0.2

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

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0.0

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0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

1.8

2.4

1.9

1.4

1.0

0.7

0.8

0.7

0.7

0.4

0.1

0.1

0.1

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

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0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

2.0

2.7

2.2

1.4

1.0

0.9

1.3

2.1

1.6

1.1

0.6

0.8

0.8

0.6

0.6

0.4

0.2

0.2

0.1

0.0

0.0

0.0

0.0

0.0

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0.0

0.0

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0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

1.6

1.8

1.6

1.9

2.0

1.9

1.9

1.4

1.1

1.0

0.8

0.3

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

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0.0

0.0

0.0

0.0

0.0

0.0

0.0

1.4

1.4

1.6

2.7

2.9

2.3

2.6

1.8

1.8

2.6

1.5

0.4

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

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0.0

0.0

0.0

0.0

0.0

1.0

1.2

0.6

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.8

1.0

1.4

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.6

0.9

5.6

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.5

0.8

2.8

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.4

0.7

2.4

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.3

0.9

3.2

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.3

2.4

3.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.2

0.7

2.5

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.2

0.4

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.3

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.3

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.3

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.3

0.0

0.0

0.0

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0.0

0.0

0.0

0.1

0.3

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.3

0.0

0.0

0.0

0.0

0.0

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0.0

0.0

0.1

0.3

0.0

0.0

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0.0

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0.0

0.0

0.1

0.3

0.0

0.0

0.0

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0.0

0.0

0.1

0.3

0.0

0.0

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0.1

0.3

0.0

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0.0

0.1

0.3

0.0

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0.0

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0.3

0.0

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0.1

0.3

0.0

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0.0

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0.0

0.0

0.1

0.3

0.0

0.0

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0.0

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0.0

0.0

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0.3

0.0

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0.1

0.3

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.3

0.0

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0.0

0.0

0.0

0.0

0.0

0.1

0.3

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.3

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.3

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.3

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.3

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.3

0.4

0.2

0.1

0.0

0.0

0.0

0.0

0.1

0.2

0.5

0.2

0.1

0.0

0.0

0.0

0.0

0.1

0.3

0.5

0.3

0.1

0.1

0.0

0.0

0.1

0.3

0.6

0.3

0.1

0.1

0.0

0.0

0.1

0.3

0.5

0.3

0.1

0.1

0.1

0.0

0.1

0.2

0.4

0.3

0.1

0.1

0.1

0.0

0.1

0.2

0.3

0.2

0.1

0.1

0.1

0.0

0.1

0.3

0.4

0.3

0.2

0.2

0.1

0.1

0.0

0.2

0.3

0.4

0.4

0.3

0.2

0.1

0.1

0.1

0.2

0.4

0.7

0.5

0.4

0.3

0.2

0.1

0.1

0.2

0.3

0.9

0.7

0.5

0.3

0.2

0.1

0.1

0.1

0.3

1.1

0.8

0.6

0.4

0.2

0.1

0.1

0.1

0.2

0.4

1.9

1.7

1.4

1.1

0.8

0.5

0.3

0.2

0.1

0.1

0.1

0.1

0.2

0.4

0.9

1.9

1.7

1.3

1.0

0.7

0.5

0.3

0.2

0.1

0.1

0.0

0.1

0.2

0.4

0.8

0.9

1.1

1.3

1.9

1.6

1.2

0.9

0.6

0.4

0.3

0.2

0.1

0.0

0.0

0.1

0.1

0.2

0.5

0.7

0.9

1.1

1.5

1.8

1.7

1.3

1.0

1.0

0.9

1.0

1.1

1.4

1.7

1.7

1.4

1.1

1.1

1.2

1.3

1.6

2.0

2.2

2.1

2.1

2.0

1.7

1.2

0.9

0.6

0.4

0.2

0.1

0.1

0.0

0.0

0.0

0.0

0.1

0.2

0.3

0.3

0.5

0.7

0.8

0.8

0.6

0.5

0.4

0.3

0.3

0.4

0.6

0.7

0.7

0.6

0.4

0.3

0.3

0.5

0.7

0.9

1.0

1.1

1.1

0.9

0.7

0.5

0.3

0.2

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.2

0.2

0.2

0.3

0.4

0.4

0.3

0.2

0.1

0.1

0.1

0.2

0.3

0.3

0.3

0.3

0.2

0.1

0.2

0.2

0.3

0.4

0.5

0.5

0.5

0.4

0.3

0.2

0.2

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.0

0.1

0.1

0.1

0.2

0.2

0.2

0.2

0.1

0.1

0.1

0.1

0.1

0.2

0.2

0.2

0.2

0.1

0.1

0.1

0.1

0.2

0.2

0.3

0.3

0.3

0.2

0.2

0.2

0.1

0.1

0.0

0.0

0.0

0.0

0.0

0.0

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0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

0.1

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0.0

0.0

0.0

1.6

1.4

1.1

0.9

1.5

2.8

2.5

1.5

1.3

1.1

1.1

1.4

1.7

1.5

1.4

1.3

1.2

1.2

1.2

1.0

1.1

1.4

1.6

1.4

1.3

1.3

1.4

2.2

1.5

1.7

1.7

1.5

1.5

1.8

3.6

1.4

1.7

1.8

1.8

1.9

2.2

3.1

1.2

1.3

1.5

1.9

2.4

2.3

2.4

2.7

1.4

1.4

1.9

2.6

2.5

2.9

3.9

1.4

1.4

2.0

2.9

2.8

2.9

2.8

1.5

1.5

2.1

2.9

3.0

2.6

1.0

1.2

1.6

2.2

2.8

3.1

2.6

2.4

0.6

1.0

1.6

2.3

3.2

3.2

2.9

2.9

0.6

1.0

1.5

2.3

3.3

3.2

3.5

3.8

0.6

1.0

1.6

2.4

3.4

3.4

3.5

3.7

0.6

1.1

1.7

2.5

3.4

3.5

3.1

3.1

0.6

1.1

1.7

2.5

3.5

3.6

3.2

3.2

0.6

1.0

1.6

2.4

3.5

3.6

3.7

3.9

0.6

1.0

1.6

2.4

3.4

3.5

3.6

3.9

0.6

1.0

1.6

2.4

3.3

3.3

3.0

3.1

0.6

1.0

1.5

2.2

3.0

3.1

3.0

3.0

0.6

0.9

1.4

2.1

2.8

2.9

2.8

2.9

0.6

0.9

1.4

2.1

2.8

2.8

2.5

2.4

0.5

0.9

1.4

2.0

2.7

2.7

2.5

2.4

0.5

0.9

1.3

1.9

2.6

2.7

2.6

2.7

0.5

0.9

1.4

2.1

2.8

2.7

2.6

2.6

0.6

0.9

1.5

2.2

3.0

2.9

2.8

2.7

0.6

1.0

1.5

2.2

3.0

3.2

3.0

3.1

0.6

1.1

1.7

2.4

3.3

3.3

3.0

3.0

0.6

1.1

1.7

2.6

3.6

3.5

3.4

3.4

0.6

1.0

1.7

2.5

3.6

3.7

3.9

4.2

0.6

1.1

1.7

2.6

3.7

3.8

3.7

3.9

0.6

1.0

1.7

2.6

3.6

3.7

3.3

3.3

0.5

0.9

1.5

2.3

3.4

3.5

3.5

3.6

0.5

0.9

1.4

2.3

3.5

3.8

4.7

5.8

2.6

2.7

3.4

3.9

3.3

2.9

3.0

2.6

2.4

2.6

2.5

2.2

2.5

2.6

2.4

2.7

3.1

3.1

3.7

4.7

5.3

5.6

6.5

0.9

0.5

0.8

1.4

2.1

3.1

3.4

3.8

4.6

2.5

2.7

3.3

3.6

3.2

2.9

2.9

2.7

2.4

2.5

2.4

2.2

2.4

2.5

2.4

2.7

3.0

3.2

3.6

4.4

4.9

5.1

5.3

1.0

0.5

0.8

1.3

1.9

2.6

3.0

3.2

3.6

2.6

2.9

3.3

3.4

3.4

3.2

3.0

2.9

2.6

2.5

2.5

2.5

2.5

2.6

2.7

2.9

3.2

3.4

3.6

3.9

4.4

4.9

5.1

1.3

0.6

0.8

1.2

1.7

2.2

2.6

2.7

3.1

2.6

3.1

3.4

3.3

3.4

3.2

2.9

2.8

2.7

2.5

2.5

2.5

2.5

2.5

2.7

2.9

3.0

3.4

3.7

3.8

3.8

3.7

3.4

1.4

0.6

0.8

1.1

1.5

1.9

2.1

2.1

2.2

1.9

2.2

2.3

2.3

2.4

2.3

2.1

2.1

2.0

1.8

1.8

1.9

1.8

1.9

2.1

2.2

2.3

2.7

2.9

2.6

2.4

2.3

1.9

1.2

0.6

0.8

1.1

1.4

1.6

1.6

1.6

1.5

1.3

1.5

1.5

1.5

1.6

1.6

1.5

1.4

1.4

1.3

1.3

1.3

1.3

1.4

1.5

1.6

1.7

1.9

1.9

1.6

1.4

1.3

1.2

0.8

0.6

0.9

1.1

1.4

1.5

1.4

1.3

1.0

0.9

0.9

1.0

1.0

1.0

1.0

1.0

1.0

0.9

0.9

0.9

0.9

0.9

1.0

1.0

1.1

1.2

1.2

1.1

0.9

0.8

0.8

0.7

0.5

0.6

1.0

1.2

1.3

1.5

1.4

1.1

0.8

0.6

0.6

0.6

0.6

0.7

0.7

0.7

0.7

0.6

0.6

0.6

0.6

0.7

0.7

0.7

0.8

0.8

0.8

0.7

0.6

0.5

0.5

0.5

0.7

1.4

1.5

1.5

1.6

1.5

1.1

0.7

0.5

0.5

0.5

0.5

0.5

0.5

0.5

0.5

0.5

0.5

0.5

0.6

0.6

0.7

0.7

0.7

0.7

0.7

0.6

0.6

0.5

0.5

0.5

0.8

1.8

1.7

1.7

1.7

1.7

1.3

0.9

0.7

0.6

0.6

0.7

0.7

0.7

0.7

0.7

0.6

0.6

0.7

0.8

0.8

0.9

1.0

1.0

1.1

1.0

1.0

1.0

0.9

0.9

0.8

0.7

1.7

1.8

1.8

1.9

2.0

1.7

1.4

1.1

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.0

1.1

1.2

1.2

1.2

1.4

1.5

1.5

1.5

1.6

1.5

1.4

1.3

1.1

0.6

1.3

1.5

1.6

1.8

2.0

2.0

1.8

1.5

1.4

1.3

1.2

1.2

1.2

1.3

1.4

1.4

1.4

1.4

1.4

1.4

1.5

1.6

1.8

1.9

2.0

2.1

2.0

1.8

1.7

1.4

0.8

1.2

1.4

1.7

1.9

1.9

1.8

1.6

1.5

1.4

1.3

1.3

1.3

1.4

1.5

1.4

1.5

1.5

1.5

1.5

1.6

1.7

1.9

2.0

2.1

2.2

2.1

1.1

1.4

1.6

1.7

1.7

1.6

1.4

1.2

1.2

1.2

1.2

1.2

1.3

1.5

1.5

1.4

1.3

1.4

1.4

1.5

1.7

1.9

2.0

2.1

2.0

1.6

1.8

1.7

1.4

1.1

1.0

1.0

1.0

1.1

1.4

1.6

1.6

1.4

1.2

1.1

1.2

1.3

1.6

1.9

2.1

2.1

2.0

G @ 30'

B @ 30'

B @ 30'

D @ 30'

D @ 30'

D @ 30'

D @ 30'

B @ 30'

D @ 30'

A @ 25'

C @ 40'

D @ 30' D @ 30'

E @ 25'

C @ 40'

C @ 40'

C @ 40'

C @ 40'

H @ 15'

D @ 30'

D @ 30' D @ 30'

B @ 30'

B @ 30'

B @ 30'

E @ 15'

E @ 15'

E @ 15'

F @ 12'

E @ 15'

PROPOSED POLE MOUNTED

LIGHT FIXTURE (TYP)

PROPOSED POLE MOUNTED

LIGHT FIXTURE (TYP)

EXISTING POLE MOUNTED

LIGHT FIXTURE TO

BE RETROFITTED (TYP)

EXISTING WALL MOUNTED

LIGHT FIXTURE TO

BE RETROFITTED (TYP)

EXISTING POLE MOUNTED

LIGHT FIXTURE TO

BE RETROFITTED (TYP)

EXISTING WALL MOUNTED

LIGHT FIXTURE TO

BE RETROFITTED (TYP)

DRAWING NUMBER:

JOB NUMBER: DATE:

19220

CHECKED BY:DRAWN BY:

JOSEPH D. HANRAHANPROFESSIONAL ENGINEER

NJ LICENSE NUMBER 40339PA LICENSE NUMBER 76067MD LICENSE NUMBER 43422CT LICENSE NUMBER 28380

SHEET OF 12

JDH

05.14.20

PROJECT:

DRAWING TITLE:

LOCATION:

REVISIONSNO. DATE ISSUE OR REVISION BY

APPLICANT:

HOME DEPOT U.S.A., INC.2455 PACES FERRY ROAD,NW BUILDING C-20

ATLANTA, GA 30339-4024

1707 ATLANTIC AVENUE, SUITE B2MANASQUAN, NJ 08736

(TEL) 732.899.0898 (FAX) 888.712.4519CERTIFICATE OF AUTHORIZATION #24GA28176300

HAMMERENGINEERING.COM

"THE WAY TO ENTITLEMENT"GROUNDBREAKING RESULTS

PRELIMINARY & FINAL PLAT - MAJOR SITE PLAN

HOME DEPOTBRIDGEPORT

FDC CONVERSION

2359 CENTER SQUARE ROADBLOCK 3104, LOT 6TAX MAP SHEET 31

TOWNSHIP OF LOGANGLOUCESTER COUNTY, NJ

LAND ENGINEERING

LAND ENGINEERING

NORTH ARROW

JAR

OWNER:

WESTERN CENTER SQUARE DC C/O GLP US2 N RIVERSIDE PLAZA #2350

CHICAGO, IL 60606

SCALE: 1" = 40'

9

SP-09

LIGHTING PLAN

LIGHTING DETAILS

SP-1010

SCALE: AS NOTED

DRAWING NUMBER:

JOB NUMBER: DATE:

19220

CHECKED BY:DRAWN BY:

JOSEPH D. HANRAHANPROFESSIONAL ENGINEER

NJ LICENSE NUMBER 40339PA LICENSE NUMBER 76067MD LICENSE NUMBER 43422CT LICENSE NUMBER 28380

SHEET OF 12

JDH

05.14.20

PROJECT:

DRAWING TITLE:

LOCATION:

REVISIONSNO. DATE ISSUE OR REVISION BY

APPLICANT:

HOME DEPOT U.S.A., INC.2455 PACES FERRY ROAD,NW BUILDING C-20

ATLANTA, GA 30339-4024

1707 ATLANTIC AVENUE, SUITE B2MANASQUAN, NJ 08736

(TEL) 732.899.0898 (FAX) 888.712.4519CERTIFICATE OF AUTHORIZATION #24GA28176300

HAMMERENGINEERING.COM

"THE WAY TO ENTITLEMENT"GROUNDBREAKING RESULTS

PRELIMINARY & FINAL PLAT - MAJOR SITE PLAN

HOME DEPOTBRIDGEPORT

FDC CONVERSION

2359 CENTER SQUARE ROADBLOCK 3104, LOT 6TAX MAP SHEET 31

TOWNSHIP OF LOGANGLOUCESTER COUNTY, NJ

LAND ENGINEERING

LAND ENGINEERING

JAR

OWNER:

WESTERN CENTER SQUARE DC C/O GLP US2 N RIVERSIDE PLAZA #2350

CHICAGO, IL 60606

AREA LIGHT DETAIL

BASE PLATE

BASE PLATES AND

ANCHOR BOLTS PER

POLE MANUFACTURER

STEEL POLE

HANDHOLE WITH COVER

GALVANIZED

ANCHOR BOLTS

*REINFORCING TIES

*VERTICAL REINFORCING BARS

MOUNTING ARM PER MANUFACTURER

3" CLEAR (TYP.)

*FOUNDATION DIAMETER

SEE LIGHTING PLAN FOR

ELEV. ABOVE GRADE

*FOUNDATION

DEPTH

SQUARE STEEL POLE, DARK BRONZE

NOT TO SCALE

2'

ELECTRIC CONDUIT

STUB UP A MIN. 12"

N

O

T

F

O

R

C

O

N

S

T

R

U

C

T

I

O

N

LIGHT FIXTURE (SEE

LIGHTING PLAN) ALL

LIGHT LENSES SHALL

BE FLUSH WITH THE

FIXTURE HOUSING

AND PARALLEL TO THE

GROUND

CURB (SEE

SITE PLAN FOR

LOCATION)

TYPICAL POLE FOUNDATION 5,000

PSI AIR ENTRAINED CONCRETE

*STRUCTURAL ENGINEER TO SIZE BASED ON GEOTECHNICAL

INVESTIGATION, LIGHT/POLE MANUFACTURER

SPECIFICATIONS, AND SITE SPECIFIC WIND DATA

SOILS SHALL BE COMPACTED TO

95% OPTIMUM DRY PROCTOR

DENSITY IN 9" LOOSE LIFTS

*POLE WIDTH

HIGH STRENGTH NON-SHRINK GROUT

ANCHOR BOLTS AND BASE PLATE

BY LIGHTING MANUFACTURER

Lighting Schedule

Symbol Label Catalog Number Lamp File Lamp Lumens LLF

A DSX2 LED P7 40K T5W MVOLT LED DSX2_LED_P7_40K_T5W_MVOLT.ies 47379 0.90

B DSX2 LED P7 40K TFTM MVOLT LED DSX2_LED_P7_40K_TFTM_MVOLT.ies 45935 0.90

C DSX2 LED P7 40K TFTM MVOLT HS LED DSX2_LED_P7_40K_TFTM_MVOLT_HS.ies 35865 0.90

D DSX2 LED P2 40K TFTM MVOLT LED DSX2_LED_P2_40K_TFTM_MVOLT.ies 24052 0.90

E DSX0 LED P3 40K T5M MVOLT LED DSX0_LED_P3_40K_T5M_MVOLT.ies 8770 0.90

F DSX0 LED P2 40K TFTM MVOLT LED DSX0_LED_P2_4 6007 0.90

G DSX2 LED P7 40K LCCO MVOLT LED DSX2_LED_P7_40K_LCCO_MVOLT.ies 28024 0.90

H DSX1 LED P2 40K TFTM MVOLT HS LED DSX1_LED_P2_40K_TFTM_MVOLT_HS.ies 6945 0.90

Lighting Calculation SummaryZone Average Maximum Minimum

Overall 0.9 fc 6.5 fc 0.0 fc

Pavement 1.9 fc 6.5 fc 0.5 fc

** WAIVER REQUESTED FOR MAXIMUM HEIGHT OF LIGHTEXCEEDING TWENTY-FIVE (25) FEET PER ARTICLE 5 §19.F.3.

* FIXTURE TO BE MOUNTED ON LITHONIA LIGHTING STRAIGHT SQUARE STEEL POLE (SSS) DARK BRONZE POLE. MOUNT HEIGHTS PER LIGHTING PLAN.

LIGHTING NOTES:

1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF THE BUILDING CODE OF THE PROJECT'S

STATE, LATEST EDITION AND ALL APPLICABLE FEDERAL AND STATE CODES, STANDARDS, REGULATIONS, AND

LAWS.

2. IF APPLICABLE, STRUCTURAL CONCRETE AND CONCRETING PRACTICES SHALL CONFORM WITH ACI-318,

"BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE." DETAILS SHALL BE IN ACCORDANCE WITH

ACI-315, "MANUAL OF STANDARD PRACTICE: DETAILS AND DETAILING OF CONCRETE REINFORCEMENT."

FORMWORK SHALL CONFORM WITH ACI-347 "GUIDE TO FORMWORK FOR CONCRETE", UNLESS OTHERWISE

NOTED ON THE CONTRACT DOCUMENTS.

3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS, AND COORDINATE WITH ALL CONTRACT

DRAWINGS, PROJECT SHOP DRAWINGS AND FIELD CONDITIONS. CONTRACTOR SHALL ENSURE NO CONFLICTS

BETWEEN LIGHT POLE FOUNDATIONS AND STRUCTURES OR PIPES.

4. SHOP DRAWINGS OF THE FOUNDATION DESIGN SHALL BE SIGNED AND SEALED BY NJ PROFESSIONAL

ENGINEER AND PROVIDE TO THE OWNER OF THEIR REPRESENTATIVE FOR REVIEW PRIOR TO

CONSTRUCTION.

5. THE CONTRACTOR SHALL PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES FROM ALL

DAMAGE.

6. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR.

7. IF APPLICABLE, CONCRETE SHALL BE NJDOT CLASS 'B' CONCRETE AND COMPLY WITH ALL REQUIREMENTS

OUTLINED BY NJDOT.

8. ALL CONCRETE SHALL HAVE A SLUMP NO GREATER THAN 4" TO WITHIN A TOLERANCE OF 1".

9. ALL EXPOSED CONCRETE SHALL BE AIR ENTRAINED, 6% (WITHIN 1% TOLERANCE), CONFORMING TO ASTM

C260.

10. REINFORCING STEEL BARS SHALL BE MINIMUM ASTM A615, GRADE 60. ALL REINFORCEMENT SHALL BE

SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF REQUIRED, ADDITIONAL BARS OR STIRRUPS SHALL BE

PROVIDED BY THE CONTRACTOR TO FURNISH SUPPORT FOR ALL BARS.

11. CONTRACTOR SHALL HAVE A GEOTECHNICAL ENGINEER ON SITE TO INSPECT AND APPROVE FILL AND

SUBGRADE CONDITIONS PRIOR TO PLACING CONCRETE.

12. CONTRACTOR IS RESPONSIBLE TO COORDINATE WITH LIGHT POLE MANUFACTURER AND TO VERIFY

APPLICABILITY OF AREA LIGHT POLE FOUNDATION DETAIL. IF SOIL CONDITIONS IN THE FIELD OR DESIGN

ASSUMPTIONS ARE DIFFERENT THAN THOSE INDICATED ON THE CONTRACT DOCUMENTS OR DESIGN

CALCULATIONS, ALL CONSTRUCTION ACTIVITIES ARE TO CEASE AND THE CIVIL ENGINEER AND/OR OWNER

SHALL BE NOTIFIED IMMEDIATELY.

13. BUILDING ACCENT SCONCES/WALL-WASHING LIGHTING AND GROUND MOUNTED SPOTLIGHTS ARE NOT

INCORPORATED IN THIS DESIGN.

14. THE ELECTRICAL CONTRACTOR (EC) IS RESPONSIBLE FOR THE COORDINATION, PROVISION, AND

CONSTRUCTION/ INSTALLATION OF THE CONCRETE LIGHT POLE BASES, LIGHT POLES AND FIXTURES,

TIMING DEVICES, ALL ELECTRICAL WIRING, CONNECTIONS, SUPPLY, AND COORDINATION IN ACCORDANCE

WITH ALL BUILDING CODE REQUIREMENTS.

15. THE DESIGN AND COORDINATION OF THE CONCRETE BASES IS THE RESPONSIBILITY OF THE

ELECTRICAL CONTRACTOR. THE EC SHALL COORDINATE WITH THE MANUFACTURERS OF THE POLES,

FIXTURES, BASES AND ALL ACCESSORIES TO ENSURE THAT ALL ITEMS ARE PROPERLY DESIGNED AND

CONSTRUCTED IN ACCORDANCE WITH ALL BUILDING CODES AND SITE CONDITIONS. THE EC SHALL

PROVIDE A DETAILED SHOP DRAWING SIGNED AND SEALED BY A PROFESSIONAL ENGINEER LICENSED IN

THE STATE OF THE PROJECT FOR THE DESIGN OF THE LIGHT POLE BASES. THE SIZE OF BASES MAY VARY

DEPENDING ON SITE SPECIFIC SOIL CONDITIONS, THE SIZE OF LIGHT POLES, THE NUMBER OF FIXTURES ON

EACH POLE, WIND LOADS, AND BUILDING CODE REQUIREMENTS.

16. ALL FIXTURES SHALL CONFORM TO THE INTERNATIONAL DARK-SKY ASSOCIATION POLICIES.

CONSTRUCTION DETAILS

SP-1111

SCALE: AS NOTED

DRAWING NUMBER:

JOB NUMBER: DATE:

19220

CHECKED BY:DRAWN BY:

JOSEPH D. HANRAHANPROFESSIONAL ENGINEER

NJ LICENSE NUMBER 40339PA LICENSE NUMBER 76067MD LICENSE NUMBER 43422CT LICENSE NUMBER 28380

SHEET OF 12

JDH

05.14.20

PROJECT:

DRAWING TITLE:

LOCATION:

REVISIONSNO. DATE ISSUE OR REVISION BY

APPLICANT:

HOME DEPOT U.S.A., INC.2455 PACES FERRY ROAD,NW BUILDING C-20

ATLANTA, GA 30339-4024

1707 ATLANTIC AVENUE, SUITE B2MANASQUAN, NJ 08736

(TEL) 732.899.0898 (FAX) 888.712.4519CERTIFICATE OF AUTHORIZATION #24GA28176300

HAMMERENGINEERING.COM

"THE WAY TO ENTITLEMENT"GROUNDBREAKING RESULTS

PRELIMINARY & FINAL PLAT - MAJOR SITE PLAN

HOME DEPOTBRIDGEPORT

FDC CONVERSION

2359 CENTER SQUARE ROADBLOCK 3104, LOT 6TAX MAP SHEET 31

TOWNSHIP OF LOGANGLOUCESTER COUNTY, NJ

LAND ENGINEERING

LAND ENGINEERING

JAR

OWNER:

WESTERN CENTER SQUARE DC C/O GLP US2 N RIVERSIDE PLAZA #2350

CHICAGO, IL 60606

5 ADAPTERANGLES

VARIABLE 0° - 360°ACCORDING TO

PLANS

4 INLET & OUTLET ADAPTERSFOR 6" PVC

4 WATERTIGHT JOINT

1 2 INTEGRATED DUCTILE IRONFRAME & GRATE TO

MATCH BASIN O.D.

NYLOPLAST 12" DRAIN BASINOR APPROVED EQUAL

1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05,2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-053 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS.4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS & HANCOR DUAL WALL) & SDR 35 PVC5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO. 7001-110-013.

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS IIMATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FORSURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTEDUNIFORMLY IN ACCORDANCE WITH ASTM D2321.

N.T.S.

MONUMENT SIGN DETAIL

N.T.S.

FDC 5994 - SWEDESBORO

FLATBED DISTRIBUTION CENTER

2359 CENTER SQUARE RD.

NOTES:

1. EXISTING MONUMENT SIGN TO REMAIN & BE REFACED ON BOTH SIDES.

SIGN REFACING DESIGN BY OTHERS.

2. EXISTING MONUMENT SIGN FOUNDATION TO REMAIN.

2. EXISTING MONUMENT SIGN LIGHTING TO REMAIN.

2' -

0"

X

XX

X

X X X

X X X X X X X X X X X X

XX

X

XX

EXISTING BDC CONVERVSION TO FDC

OFFICE - 13,014 SFWAREHOUSE - 286,466 SFTOTAL AREA - 299,480 SF

113 AUTO STALLS74 TRAILER STALLS24 LOADING DOCKS

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X

X

X

X

XX

XX

XX

XX

XX

XX

XX

XX

X

X

X

X

X

X

XXXXXXXXXXXXXXXXXXXX

X

X

X

X

X

XXXXX

WB-67 - Interstate Semi-Trailer

WB-67 - Interstate Semi-Trailer

WB

-6

7 - In

te

rsta

te

S

em

i-T

ra

ile

r

FIR

E T

RU

CK

-LO

GA

N T

WP

FIRE TRUCK-LOGAN TWP

FIRE TRUCK-LOGAN TWP

FIR

E T

RU

CK

-L

OG

AN

T

WP

WB

-6

7 - In

te

rsta

te

S

em

i-T

ra

ile

r

WB

-67 - Interstate S

em

i-T

railer

WB

-6

7 - In

te

rsta

te

S

em

i-T

ra

ile

r

FIRE TRUCK-LOGAN TWP

WB

-67 - Interstate S

em

i-T

railer

WB

-6

7 - In

te

rsta

te

S

em

i-T

ra

ile

r

WB

-6

7 - In

te

rsta

te

S

em

i-T

ra

ile

r

40

8 19.85 4.289

FIRE TRUCK-LOGAN TWP

Overall Length 40.000ft

Overall Width 8.170ft

Overall Body Height 9.384ft

Min Body Ground Clearance 0.892ft

Track Width 8.170ft

Lock-to-lock time 5.00s

Max Steering Angle (Virtual) 45.00°

3

0

°

6

0

°

90°

1

2

0

°

1

5

0

°

180°

34

.2

13

ftM

in

R

ad

iu

s

(O

ute

r W

he

el)

18.038ftMin Radius

(Inner Wheel)

3

9

.

7

4

7

f

t

M

i

n

R

a

d

i

u

s

(

O

u

t

e

r

B

o

d

y

)

1

8

.

3

0

1

f

t

Max Kickout 0.638ft

3

0

°

6

0

°

90°

1

2

0

°

1

5

0

°

44.599ftM

in R

adius

(O

uter W

heel)

4

6

.

4

4

8

f

t

M

i

n

R

a

d

i

u

s

(

O

u

t

e

r

B

o

d

y

)

6.147ft

Max Kickout 0.009ft

53

27.9

Max 68.5° Horiz

Max 10° Vert

43.5 4 2.5

23.5

4 17.4 4.2

WB-67 - Interstate Semi-Trailer

Overall Length 73.501ft

Overall Width 8.500ft

Overall Body Height 13.500ft

Min Body Ground Clearance 1.334ft

Max Track Width 8.500ft

Lock-to-lock time 6.00s

Max Steering Angle (Virtual) 28.40°

DRAWING NUMBER:

JOB NUMBER: DATE:

19220

CHECKED BY:DRAWN BY:

JOSEPH D. HANRAHANPROFESSIONAL ENGINEER

NJ LICENSE NUMBER 40339PA LICENSE NUMBER 76067MD LICENSE NUMBER 43422CT LICENSE NUMBER 28380

SHEET OF 12

JDH

05.14.20

PROJECT:

DRAWING TITLE:

LOCATION:

REVISIONSNO. DATE ISSUE OR REVISION BY

APPLICANT:

HOME DEPOT U.S.A., INC.2455 PACES FERRY ROAD,NW BUILDING C-20

ATLANTA, GA 30339-4024

1707 ATLANTIC AVENUE, SUITE B2MANASQUAN, NJ 08736

(TEL) 732.899.0898 (FAX) 888.712.4519CERTIFICATE OF AUTHORIZATION #24GA28176300

HAMMERENGINEERING.COM

"THE WAY TO ENTITLEMENT"GROUNDBREAKING RESULTS

PRELIMINARY & FINAL PLAT - MAJOR SITE PLAN

HOME DEPOTBRIDGEPORT

FDC CONVERSION

2359 CENTER SQUARE ROADBLOCK 3104, LOT 6TAX MAP SHEET 31

TOWNSHIP OF LOGANGLOUCESTER COUNTY, NJ

LAND ENGINEERING

LAND ENGINEERING

NORTH ARROW

JAR

OWNER:

WESTERN CENTER SQUARE DC C/O GLP US2 N RIVERSIDE PLAZA #2350

CHICAGO, IL 60606

SCALE: 1" = 40'

12

SP-12

TRUCKCIRCULATION PLAN