S 42°24' E 649.49'

N 4

7°3

6' E

359.0

9'

N 37°47' W

184.35'

S 5

2°1

3' W

1

20.0

0'

N 37°47' W 375.19'

S 6

3°4

2' W

2

96.1

3'

N 5

3°4

3'0

7" E

120.1

4'

S 43°37'54" E

60.31'

S 4

7°0

2'0

0" W

52.2

7'

S 42°57'41" E8.64'

WES

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STR

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Deed North

(Form

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Whi

ttie

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60.0

7'

23.45'

0.3

0' 16.57'

96.7

1'

16.61'

0.2

0'

23.39'

61.2

3'

64.35'

23.4

6'

14.40'

38.0

3'

0.78'

32.2

2'

0.26'

2.4

0'

41.61'

0.7

6'

28.90'

30.5

2'

17.98'

31.1

1'

65.24'

31.1

8'

68.24'

34.5

9'

76.62'

61.1

2'

30.67'

45.3

3'

31.75'

22.4

8'

13.91'

79.1

2'

232.07'

22.0

3'

0.84'

1 Story Concrete Block & Brick Building

1 Story Masonry Building

1 S

tory

Con

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1200

15-FT EASEMENT TOELIZABETHTOWN GAS CO.DB 3642 PG. 0061

EASEMENT FOR INGRESS & EGRESSDB 3031 PG. 79 & DB 3031 PG. 83

15-FT EASEMENT TOELIZABETHTOWN GAS CO.DB 3642 PG. 0061

N/F LANDS OF UNITED NEW JERSEY RAILROAD & CANAL CO. 12 Parking Spaces

3 ParkingSpaces

8 P

arking

Spa

ces

12 P

arking

Spa

ces

3 P

arking

Spa

ces

8 P

arking

Spa

ces

3 P

arking

Spa

ces

Bituminous Driveway

Bitu

min

ous

D

rivew

ay

Bituminous Driveway

Bituminous Area

Gravel Area

Concrete Platform

Con

cret

e Ram

p

Guide Rail

Con

cret

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all

Con

cret

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all

Edge

Of Con

cret

e

Guide Rail

Concrete PlatformManway

Trench Drain

Bol

lard

s

UtilityPole W/

OverheadUtilityWires

Utility Pole W/Overhead

Utility Wires

Utility Pole W/Overhead

Utility Wires

Utility Pole W/Overhead

Utility WiresUtility Pole W/

OverheadUtility Wires

Utility Pole W/Overhead

Utility Wires

Utility Pole W/OverheadUtility Wires

Utility Pole W/OverheadUtility Wires

Utility Pole W/OverheadUtility Wires

Utility Pole W/OverheadUtility Wires

Utility Pole W/OverheadUtility Wires

Inlet

Inlet

Inlet

Hydrant

AC

ACAC

AC

AC

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Manway

Con

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Chain Link Fence

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Bituminous Area

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ain

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AC Pad

AC Pad

PropaneStorage

Conc. Walk

Conc. Loading A

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Con

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Hydrant

FDC

FDC

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RoofLeader

RoofLeader

RoofLeader

RoofLeader

RoofLeader

RoofLeader

10.0

8'

10.2

8'

32.0

5'

37.2

5' 100.73'

79.13'

79.50'

6.34'

6.34'

55.2

6'

55.3

3'

Fence0.26'East

Fence8.77'EastFence 5.24'East

Bit.4.92'cl.East

Fence2.27'cl.East

Fence6.19'South

Fence8.32'South

Fence4.84'North

Bit.1.03'OverNorth

Bit.0.69'OverNorth

Bit.6.44'OverNorth

Concrete0.39'South

Concrete1.21'cl.East0.84'cl.South

Bldg.1.21'cl.

Concrete0.08'OverNorth

Bldg.0.40'cl.

Wall 0.40'cl.

Wall 0.64'cl.

(66' W

IDE

PUBLI

C D

EDIC

ATED

R.O

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Tax Lot 50, Block 421

Tax Lot 49.02, Block 421

Tax

Lot

49.0

2, Blo

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21

Tax Lot 48, Block 202

N/F

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N/F Lands Of West Blancke Assocates, LLC

N/F Lands Of West Blancke Assocates, LLC

N/F Lands Of American Flange & Manufacturing Co. Inc.

Bldg. Hght.= 20-ft+/-

25.0

'

25.0'

35.0

'

20.0'

40.0'

18.0

'

78.0

'

75.0'

USE EASEMENTDB 6226 PG. 0087

15.0

0'

RAILROAD SIDING EASEMENT

RESTRICTED AREADB 4107 PG. 174DB 4308, PG. 316

50.0

'

Cha

in L

ink

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MonitoringWell (Typ.)

Bituminous Driveway

Concrete Area

21.2

1'

21.7

8'31.7

9'

CAR

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NLO

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G A

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5 PARKING SPACES

4 PARKING SPACES

40 TANDEM

PARKING SPACES

(7'x16' TYPICAL)

12 TANDEM

PARKING SPACES

12 TANDEM

PARKING SPACES

11 PARKING SPACES

18 P

ARKI

NG

SPA

CES

2SPACES

60 TANDEMPARKING SPACES

FIRE LANE NO PARKINGFIRE LANE NO PARKING

5.22'

EXISTING 12 PARKINGSPACES TO BE REMOVED

96-F

T

12-FT

PROVIDE PRIVACYSLATS ON EXISTINGCHAIN LINK FENCE

PROPOSED 20-FT STRIPED"FIRE LANE" (TYPICAL)

38.82'

126 TANDEM

PARKING SPACES

PORTION OF EXISTINGBUILDING TO BE REMOVED(6,655 SF) AND PAVED

0.57

'

PORTION OF EXISTINGBUILDING TO BE REMOVED (710 SF)AND REPLACED WITH CONCRETE PAD

EXISTING UTILITYPOLE TO REMAIN

EXISTING UTILITYPOLE TO REMOVED

EXISTING UTILITYPOLE TO REMAIN

1%M

IN.

1%MIN

.

1%M

IN.

PROPOSED INLETPROTECTION TO BEINSTALLED AROUNDTRENCH DRAIN

PROPOSED INLETPROTECTION TO BEINSTALLED AROUNDINSTALLED

PROPOSEDTEMPORARY

CONSTRUCTIONENTRANCE

PORTION OF EXISTINGBUILDING TO BE REMOVED(1,685 SF)

PROPOSEDGRAVEL AREA

PROPOSED 6' HIGHCHAIN-LINK FENCE

PROPOSED LOADINGDOCKS (2)(See Architect's Plans)

PROP.CONC. PADTO MATCH EXIST.GRADE(MIN. 1% PITCH AWAYFROM BUILIDNG)

REVISIONS

2 Building Revised per Client 7-13-2020

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MAP NO. FIELD BOOK

DRAWN BY

973-379-3280 Fax:973-379-7993

258 Main Street, PO Box 191Millburn, New Jersey 07041

DATE

CHK. BY REFERENCE

XREFS: 1171103.ALTA Survey

FLAT

FIL

E .N

o.:

SITE PLAN

1200 WEST BLANCKE STREETTAX LOT 49.01, BLOCK 421

CITY OF LINDENUNION COUNTY, NJ

06-26-2019

950931 MTL CFA

1184 281.114

1171103 1" = 30'3

0Scale: 1"= 20'

10 20 40 60 80

New Jersey Professional Engineer/Land Surveyor No.New Jersey Professional Planner No.

MICHAEL T. LANZAFAMA

3008403503

SURVEY NOTES

1. PQ BEING LOT 49.01, IN BLOCK 421, AS SHOWN ON CITY OF LINDEN TAX MAPS.

2. LOT AREA = 182,814 SF. OR 4.197 AC.

3. BUILDING FOOTPRINT AREA = 72,847 S.F.± OR 1.672 ACRES±.

4. PARKING PROVIDED = 49 STANDARD + 2 HANDICAP SPACES OR 51 TOTALPARKING SPACES.

5. PROPERTY IS LOCATED WITHIN ZONE X AS SHOWN ON THE NATIONAL FLOODINSURANCE RATE MAP COMMUNITY PANEL NO. 34039C0044F EFFECTIVEDATE SEPTEMBER 20, 2006.

6. UTILITIES THAT SERVICE THIS PROPERTY ARE LOCATED IN THE RIGHT OFWAY OF WEST BLANCKE STREET AND/OR ADJACENT EASEMENTS AND ARECONNECTED TO THE BUILDING WITHOUT CROSSING ADJACENT PROPERTIES.

7. UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE BASED UPONSURFACE STRUCTURES VISIBLE ON THE DATE OF FIELD SURVEY. LOCATIONOF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONSHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BEENCOUNTERED. ALL SUBSURFACE UTILITY LOCATIONS SHOULD BE VERIFIEDAND FIELD MARKED BY APPROPRIATE UTILITY AUTHORITY PRIOR TOEXCAVATION/CONSTRUCTION. ANY DEVIATION IN LOCATION OF UTILITIESSHOULD BE REPORTED TO SURVEYOR AND ENGINEER PRIOR TOCONSTRUCTION.

CITY OF LINDEN L-I LIGHT INDUSTRIAL ZONEPRIOR USE: WAREHOUSE WITH ANCILLARY OFFICE

PROPOSED USE: WAREHOUSE WITH ANCILLARY OFFICE, WITH OUTDOOR STORAGE OF AUTOMOBILES.

REQUIRED EXISTING PROPOSED

MINIMUM:

LOT AREA 10,000 SF 182,814 SF NC

MIN. LOT WIDTH 100 FT 293.56 FT NC

MIN. LOT DEPTH 100 FT 609.57 FT NC

MIN. YARD SETBACKS

FRONT 30 FT 77.13 FT NC

SIDE - LEFT 12 FT 32.05 FT NC

SIDE - RIGHT 12 FT 0.40 FT ENC NC

SIDE - COMBINED 24 FT 32.45 FT. ENC NC

REAR 25 FT 79.50 FT NC

HABITABLE FLOOR AREA 2,500 SF 67,885 SF 58,835 SF

MAXIMUM:

LOT COVERAGE 50% (91,407 sf) 90.8% (166,004 SF)ENC

93.5% (170,949 SF)V

BUILDING HEIGHT 65 FT. 25 FT +/- NC

PARKING:

REQUIRED EXISTING PROPOSED

PARKING 65 CARS 51 CARS - ENC 48 CARS - V

NR: NO REQUIREMENTNC: NO CHANGEENC: EXISTING NON-CONFORMING CONDITION TO REMAINV: VARIANCE REQUIRED

PARKING CALCULATIONS

USE AREA CRITERIA REQUIRED

OFFICE 3,855 SF 1 / 400 SF. GFA 9.6

WAREHOUSE(16 EMPLOYEES)

54,980 SF 1 / 1000 SF. GFA 55.0

TOTAL REQUIRED 64.6 = 65 CARS

PLAN SHOWS 281 OUTDOOR VEHICLE STORAGEPARKING SPACES FOR EMPLOYEE ACCESS ONLY

SOIL EROSION AND SEDIMENT CONTROLNOTES

1. The Somerset-Union Soil Conservation District shall be notified in writing48 hours in advance of any land disturbing activity.

2. All Soil Erosion and Sediment Control practices shall be installed prior toany major soil disturbances, or in their proper sequence and maintaineduntil permanent protection is established.

3. Any Disturbed areas that will be left exposed more than 30 Days and notsubject to construction traffic, will immediately receive a temporaryseeding. If the season prevents the establishment of a temporary cover,the disturbed areas will be mulched with straw, or equivalent material, ata rate of two (2) tons per acre, according to NJ State Standards

4. Permanent Vegetation shall be seeded or sodded on all exposed areaswithin ten (10) days after final grading. Mulch will be used for protectionuntil seeding is established

5. All work shall be done in accordance with the NJ State Standards forSoil Erosion and Sediment Control in New Jersey.

6. A sub-base course will be applied immediately following rough gradingand installation of improvements in order to stabilize streets, roads,driveways and parking areas. In areas where no utilities are present,the sub-base shall be installed within 15 days or preliminary grading.

7. Immediately following initial disturbance or rough grading all critical areassubject to erosion (i.e.: steep slopes, roadway embankments) will receivea temporary seeding in combination with straw mulch or a suitableequivalent, at a rate of two (2) tons per acre, according to the NJ StateStandards.

8. Any steep slopes receiving pipeline installation will be backfilled andstabilized daily, as the installation proceeds (i.e.: slopes greater that 3:1)

9. Traffic control Standards require the installation of a 50'x30'x6''pad of 11/2” or 2” stone, at all construction driveways, immediately after initial sitedisturbance.

10. At the time when the site preparation for permanent vegetativestabilization is going to be accomplished, any soil that will not provide asuitable environment to support adequate vegetative ground cover, shallbe removed or treated in such a way that will permanently adjust the soilconditions and render it suitable for vegetative ground cover. If theremoval or treatment of the soil will not provide suitable conditions,non-vegetative means of permanent ground stabilization will have to beemployed.

11.In that NJSA 4:24-39 et seq., requires that no Certificate of Occupancybe issued before the provisions of the Certified Plan for Soil Erosion andSediment Control have been complied with for permanent measures, allsite work for site plans and all work around individual lots insubdivisions, will have to be completed prior to the District issuing aReport of Compliance for the issuance of a Certificate of Occupancy bythe Municipality.

12.Conduit Outlet Protection must be installed at all required outfalls prior tothe drainage system becoming operational.

13. Any changes to the Certified Soil Erosion and Sediment Control Plan willrequire the submission of revised Soil Erosion and Sediment ControlPlans to the District for re- certification. The revised plans must meet allcurrent NJ State Soil Erosion & Sediment Control Standards.

14. The Somerset-Union Soil Conservation District shall be notified of anychanges in ownership.

15.Mulching to the NJ Standards is required for obtaining a ConditionalReport of Compliance. Conditionals are only issued when the seasonprohibits seeding.

16.Contractor is responsible for keeping all adjacent roads clean during lifeof construction project.

17. The developer shall be responsible for remediating any erosion orsediment problems that arise as a result of ongoing construction at therequest of the Somerset-Union Soil Conservation District.

18.Hydro seeding is a two- step process. The first step includes seed,fertilizer, lime, etc., along with minimal amounts of mulch to promoteconsistency, good seed to soil contact, and give a visual indication ofcoverage. Upon completion of seeding operation, hydro- mulch shouldbe applied at a rate of 1500 lbs. per acre in second step. The use ofhydro- mulch, as opposed to straw, is limited to optimum seeding datesas listed in the NJ Standards.

19.Unfiltered dewatering is not permitted. Necessary precautions must betaken during all dewatering operations to minimize soil transfer. Anydewatering methods used must be in accordance with the Standard forDewatering.

Project site is located in the Metropolitan Planning Area (PA-1) District and hasbeen previously developed therefore, is exempt from soil restoration underexemption #6 on page 19-2 of the New Jersey Standards for Soil Erosion SedimentControl.

NOTES:1. CONTRACTOR IS TO CLEAN INLET

FILTER AFTER STORM.

2. CONTRACTOR TO REMOVE FABRICAND MESH JUST PRIOR TO PAVING.

3. IF BOTTOM OF ROADWAY IS BELOWTOP OF INET GRATE, CONSTRUCTPROPERLY FITTED OPENING(S) ININLET WALL TO ALLOW PASSAGE OFWATER.

4. THE PROTECTION DEVICE WILL BEDESIGNED TO CAPTURE OR FILTERRUNOFF FROM THE 1 YEAR, 24 HOURSTORM EVENT AND SHALL CONVEYHIGHER FLOWS DIRECTLT INTO THESTORM SEWER SYSTEM.

PRESSURE TREATED 2"X4" BOXED OPENING (12"X12"),SECURE "MIRAFI 100X" (OR EQUIVQLENT) FABRIC TO WIRESUPPORT AND 2"X4"

LAWN INLET &FLAT GRATE INSTALLATION

WIRE SUPPORT MOULD 6"X6" 5/5 GA. 49#/100 S.Q.FT.,WELDED WIRE SUPPORT EXTENDED 6" MIN. AT SIDE

6" MIN.2"

6"

WRAP FABRIC AROUND 2X4, EXTEND 6" MIN. ASSIDES 2X4 SECURED TO GRATE WITH WIRE

SECURE FILTER FABRIC TO FRAME AND GRATE

6" Min.

INLET FILTER FABRIC

FRAME AND GRATE

BACKFILL AFTER INSTALLATIONOF INLET FILTER (TYP.)

DRAIN INLET STRUCTURE(TYPICAL)

INLET FILTER BARRIER PROTECTION DETAIL

N.T.S.

STABILIZED CONSTRUCTION ACCESS DETAIL

PLAN VIEW

SEE TABLE PUBLIC R.O.W.

LENGTH OF STONE REQUIREDCOURSE GRAINED SOILS FINE GRAINED SOILS

0 TO 2% 50 FT. 100 FT.

ENTIRE SURFACE STABILIZED WITH FABC BASE COURSE> 5%200 FT.100 FT.2 TO 5%

MINIMUM TO BE WIDTH OFPROPOSED INGRESS OR EGRESS

EXISTING GROUND

SEE "STANDARDS FOR S.E. AND S.C. IN N.J." SECTION #29 DATED JANUARY 2014 (AS AMENDED)FOR DETAILED REQUIREMENTS

PROFILE

6" MIN. ASTM C-33 NO. 2 OR NO.3 CRUSHED ANGULAR STONE

EXISTING GROUND

NOTE: PROVIDE APPROPRIATETRANSITION BETWEENSTABILIZED CONSTRUCTIONENTRANCE AND PUBLIC R.O.W.

SEE TABLE PUBLIC R.O.W.

PERCENT SLOPEOF ROADWAY

DUST CONTROL NOTES

1. THE CONTRACTOR SHALL PERFORM ALL WORK, FURNISH ALL MATERIALS, AND INSTALL ALL MEASURES NECESSARY TO REASONABLY CONTROL SOIL EROSION AND TO PREVENT SEDIMENT FROM WASHING DOWNSTREAM OR FROM BEING BLOWN ABOUT THE SITE AND INTO ADJACENT NEIGHBORHOODS.

2. THE CONTRACTOR IS TO FOLLOW THE CERTIFIED SOIL EROSION AND SEDIMENT CONTROL PLAN INCLUDING THE GENERALIZED SEQUENCE OF CONSTRUCTION.

3. DUST CONTROL METHODS, EQUIPMENT, PRODUCTS, SEQUENCE OF OPERATIONS, AND MAINTENANCE IS TO FOLLOW THE REQUIREMENTS OF THE STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY, LATEST REVISION. THE FOLLOWING METHODS SHOULD BE CONSIDERED FOR CONTROLLING DUST (PAGE NUMBERS REFER TO THE NJ STANDARDS):

MULCHES - SEE STANDARD FOR STABILIZATION WITH MULCHES ONLY (PG. 5-1). VEGETATIVE COVER - SEE STANDARD FOR TEMPORARY VEGETATIVE COVER (PG. 7-1), PERMANENT VEGETATIVE COVER FOR SOIL STABILIZATION (PG.

4-1), AND PERMANENT STABILIZATION WITH SOD (PG. 6-1) TILLAGE - TO ROUGHEN SURFACE AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY MEASURE WHICH SHOULD BE USED

BEFORE SOIL BLOWING STARTS. BEGIN PLOWING ON WINDWARD SIDE OF SITE. CHISEL-TYPE PLOWS SPACED ABOUT 12INCHES APART, AND SPRING-TOOTHED HARROWS ARE EXAMPLES OF EQUIPMENT WHICH MAY PRODUCE THE DESIRED EFFECT.

SPRINKLING - SITE IS SPRINKLED UNTIL THE SURFACE IS WET. BARRIERS - SOLID BOARD FENCES, SNOW FENCES, BURLAP FENCES, CRATE WALLS, BALES OF HAY, AND SIMILAR MATERIAL CAN BE USED

TO CONTROL AIR CURRENTS AND SOIL BLOWING. CALCIUM CHLORIDE - SHALL BE IN THE FORM OF LOOSE, DRY GRANULES OF FLAKES FINE ENOUGH TO FEED THROUGH COMMONLY USED SPREADERS

AT A RATE THAT WILL KEEP SURFACE MOIST BUT NOT CAUSE POLLUTION OR PLANT DAMAGE. IF USED ON STEEPER SLOPES,THEN USE OTHER PRACTICES TO PREVENT WASHING INTO STREAMS, OR ACCUMULATION AROUND PLANTS.

STONE - COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL. SPRAY- ON ADHESIVES - ON MINERAL SOILS (NOT EFFECTIVE ON MUCK SOILS). KEEP TRAFFIC OFF THESE AREAS.

TABLE 16-1: DUST CONTROL MATERIALS WATER TYPE OF APPLICATION MATERIAL DILUTION NOZZLE RATE ANIONIC ASPHALT EMULSION 7:1 COARSE SPRAY 1200 LATEX EMULSION 12.5:1 FINE SPRAY 235 RESIN IN WATER 4:1 FINE SPRAY 300 POLYACRYLAMIDE (PAM) - SPRAY ON APPLY ACCORDING TO MFR. INSTRUCTIONS MAY ALSO BE USED AS AN ADDITIVE TO SEDIMENT BASINS TO

FLOCCULATE AND POLYACRYLAMIDE (PAM) - DRY SPRAY PRECIPITATE SUSPENDED COLLOIDS. SEE SEDIMENT BASINSTANDARD (PG.26-1).

ACIDUATED SOY BEAN SOAP STICK NONE COARSE SPRAY 1200

4. IF SOIL, DUST, OR MUD SHOULD GET TRACKED ONTO AREA ROADWAYS, THE CONTRACTOR IS TO USE POWER BROOMS, SWEEPERS, OR OTHER SUITABLE MEANS TO PROMPTLY REMOVE SUCH MATERIALS.

5. THE CONTRACTOR IS TO MAINTAIN THE SOIL EROSION, SEDIMENT CONTROL AND DUST CONTROL FEATURES UNTIL THE SITE HAS BEEN PERMANENTLY STABILIZED, APPROVED, AND ACCEPTED BY THE OWNER.

SEQUENCE OF CONSTRUCTION1.1. Install Vehicle Tracking Pad and Inlet Protection 3 Days1.2. Construct and Remove new addition as applicable 16 Weeks1.3. Finalize subgrade for parking area 1 Week1.4. Construct parking area 3 Weeks1.5. Remove Vehicle Tracking Pad & Pave Driveways 3 Days1.6. Install Permanent Stabilization, if applicable 1 Week1.7. Remove Vehicle Tracking Pad and Inlet Protection 1 Day

1 Building Updated, Lighting Coordinated 7-01-2020

7"

COMPACTED FIRM SUBGRADE

8"

COMPACTED STONE SUBBASENJDOT SOIL AGGREGATE TYPEI-5, DENSE GRATED AGGREATE(DGA) TO BE INSTALLED ONLY

WHERE NECESSARY DUE TOPOOR SUBGRADE

CONCRETE PAVEMENTSECTION LOADING AREAS

4,500 PSI CONCRETE

NOTES:1. PRIOR TO ANY PAVING ACTIVITIES, THE SUBGRADE OR SUBBASE SHALL BE

PROOF ROLLED AND WITNESSED BY THE TOWNSHIP ENGINEER.2. PRIOR TO INSTALLATION OF PAVEMENT, THE SUBGRADE SHOULD BE

SURFACE COMPACTED WITH A MINIMUM OF 6 PASSES WITH A VIBRATORROLLER HAVING A MINIMUM STATIC WEIGHT OF 5-TONS.

3. ALL AREAS TO BE PAVED SHALL BE PROOF ROLLED WITH AT LEAST 4 PASSESOF EITHER A SMOOTH ROLLER HAVING A MINIMUM STATIC WEIGHT OF5-TONS OR A FULLY LOADED TANDEM DUMP TRUCK.

4. ANY SOFT AREAS SHALL BE REMOVED AND REPLACED WITH CLEAN,GRANULAR, FREE-DRAINING SOIL.

5. FILL SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 12-INCHES ANDSHALL BE COMPACTED TO AT LEAST 95% OF ITS MAXIMUM DENSITY ASDETERMINED BY ASTM D-1557.

10'-0" MAX.10'-0" MAX.

6'-0

"

24"(TYP.)

CHAIN LINK FENCE

4"

NO. 9 GAUGE GALVANIZED STEEL WIRE W/2"MESH. MESH FABRIC SHALL BE FASTENEDWITH RUST RESISTING TIES AT 14" O.C. ONPOSTS AND 24" O.C. ALONG TOP RAIL

NOTES:1. NEW FENCE SHALL MATCH EXISTING FENCE.(MATERIAL AND FINISH).2. REPAIR EXISTING FENCE AS NEEDED.

TYPICAL TOP RAIL GALVANIZED(1 5/8" O.D. PIPE MIN.)

POUREDCONCRETE(TYP.)

TYPICAL LINE POST(2" O.D. MN.)

TYPICAL END POST(3" O.D. MIN.)

3'-0

"M

IN.