First Avenue Linear Park Right of Way Plans

COUNTY

ROUTE

SECTION

MONTGOMERY

SR G350

MTF R/W

DISTRICT

6-0

LIST OF PROPERTY OWNERS 1

VALLEY FORGE COLONIAL, LLC

12

58-00-06847-00-7

DESCRIPTION

3

BRANDYWINE OPERATING PARTNERSHIP, L.P. 58-00-04303-00-4 (FOR REFERENCE ONLY) PARKVIEW TOWER ASSOCIATES LP

58-00-06844-00-1 5

REVISIONS

DATE

2

LOCATION MAP AND GENERAL NOTES

3

TYPICAL SECTIONS

4 5 TO 9

PLAN SHEETS

ROYALE GARDEN, LP

REVISION NUMBER

1

INDEX MAP

PSI PHARMA SUPPORT AMERICA, INC. 58-00-06856-00-7 (FOR REFERENCE ONLY)

14

50-00-06847-05-2 4

METROPOLITAN BUSINESS PARK, LP 58-00-06824-00-3 (FOR REFERENCE ONLY)

13

OF 18

SHEET

TITLE SHEET 2

2

UPPER MERION TOWNSHIP

SHEET INDEX BLOCK

ATOFINA CHEMICALS INC. 58-00-06826-00-1

SHEET

10 TO 18

PROPERTY PLOT (FOR REFERENCE ONLY)

ALISUE LLC & ANEFF, LLC 58-00-06832-10-3

6

AMERICAN BAPTIST HOME MISSION SOCIETY 58-00-06838-00-7

7

1045 FIRST AVENUE PARTNERS, L.P.

TABULATION OF SEGMENT EQUALITIES SEGMENT 0010 OFF 0520 = STA 105+20.00 SEGMENT 0010 OFF 4380 = STA 143+60.62

58-00-06841-00-4 8

ALISUE LLC & ANEFF, LLC 58-00-06832-00-4

9

BRANDYWINE OPERATING PARTNERSHIP, L.P. 58-00-06868-00-4

10

(FOR REFERENCE ONLY)

JOLLY, LLC 58-00-14386-00-1

11

BRANDYWINE OPERATING PARTNERSHIP, L.P.

4

12 5

8

7

R = 2864.78' 130

125

Y & R/W SR G350 SURVE 115

3

1

W NE BELO MATCHLI

MOORE

RD (T -10

2)

58-00-06853-00-1

120

SR 3039 5

6

K

A

V

E

(

T

MOORE

2

11

4 )

6

8

10

1 0

0.1 MI. TO

9

7

-

AVE SR G350 FIRST

105

RD (T -102)

110

A

R

LIMIT OF AUTHORIZATION P

STA 105+25.00 SEG 0010 OFF 0525 SR G350 SEC MTF R/W UPPER MERION TOWNSHIP

@ 6: 33: 41AM

OFFI CE LOCATI ON: Pi ttsburgh,Pennsyl vani a

LEGEND

PLAN

PARCEL IDENTIFICATION NUMBER

RD .

MI LE A 3 D N 0.

LE AL O T

13

PARCEL IDENTIFICATION NUMBER - NO TAKE

140 9

12

135

.78' 2864 R =

14

11

200 FEET

PROFESSIONAL

LAWRENCE EUGENE LESO, JR.

ENGINEER LAND SURVEYOR

P EN IA NSY VAN L

P

PE078898

SU075315

A

100

CHRISTOPHER MICHAEL ZIVKOVICH

REGISTERED

O

M

0

PROFESSIONAL

W EA ON L T OF

MONTGOMERY COUNTY

SCALE

M

F

SEG 0010 OFF 3845 SR G350 SEC MTF R/W UPPER MERION TOWNSHIP

INDEX MAP

REGISTERED

M

O

STA 138+45.00

NWEAL T

H

LIMIT OF AUTHORIZATION

O

C

M CO

8

VE T A IRS F 0 /W G35 & R Y SR E URV 0 S 5 3 G SR

H

E NE ABOV MATCHLI

USER NAME: BHudock

DATE PLOTTED: 5/3/201 9

PLOT DRI VER: PENNONI -MNR-PENNDOT-FULL-PDF. PLTCFG

PEN TABLE: pennoni -penndot. tbl

MI CROSTATI ON WORKSPACE: PENNDOT-V8i

Pl ans\46Fi rstAve. I ND. dgn

MI CROSTATI ON VERSI ON: Mi croStati on V8i

FI LE NAME: . . . \ROW

PENNONIASSOCI ATES I NC.

MONTGOMERY COUNTY

I

E N

NS

A Y LV

N

BY

COUNTY

ROUTE

SECTION

MONTGOMERY

SR G350

MTF R/W

DISTRICT

6-0

TABULATION OF OVERALL AND AUTHORIZATION LENGTH

LIST OF SEGMENT EQUALITIES

SR G350 SEG MTF R/W

SHEET

OF 18

3

UPPER MERION TOWNSHIP REVISION NUMBER

NONE

REVISIONS

DATE

STA 105+25.00 TO STA 138+45.00 = 3320.00 FT. = 0.629 MI.

SUMMARY OF PROJECT CONTROL POINT COORDINATES LIST OF PUBLIC UTILITIES COORDINATES

ROUTE SERIAL NO. 20150231138

W

POINT AVE

FIRST

PENNSYLVANIA ONE-CALL SYSTEM (PHONE 1-800-242-1776)

?

DESCRIPTION

2623717.4934

124.2357

TRAV 100 PKS

2623501.6943

121.6577

TRAV 101 PKS

EAST

100

285723.2884

101

285542.1876

SUMMARY OF REQUIRED BIKEWAY EASEMENT

AQUA PENNSYLVANIA, INC

TERRADEX, INC.

762 LANCASTER AVENUE

855 EL CAMINO REAL, SUITE 311

BRYN MAWR, PA 19010

PALO ALTO, CA 94301

PHONE: (610) 645-4203

CONTACT PERSON: KANGSAN WYI

BREAK POINT COORDINATES SUMMARY OF PROJECT COORDINATES

PHONE: (650) 227-3254

CATV

ELEVATION NORTH

BASED ON AN ASSUMED COORDINATE SYSTEM

BASED ON AN ASSUMED COORDINATE SYSTEM G

AT&T ATLANTA CORPORATE CAMPUS

TREDYFFRIN TOWNSHIP

725 PEACHTREE STREET NE ATLANTA, GA 303308

1100 DUPORTAIL ROAD BERWYN, PA 19312

PHONE: (866) 620-6000

CONTACT PERSON: MIMI GLEASON

COORDINATES COORDINATES ROUTE

STATION

UPPER MERION TOWNSHIP

536 BALTIMORE PIKE SPRINGFIELD, PA 19064

175 W VALLEY FORGE ROAD KING OF PRUSSIA, PA 19406

CONTACT PERSON: JAY EVERLY

CONTACT PERSON: RONALD WAGENMANN

PHONE: (610) 328-6465

PHONE (610) 265-2600 CATV

CENTURYLINK

VERIZON BUSINESS (MCI)

1201 WALNUT BOTTOM ROAD CARLISLE, PA 17015

2400 NORTH GLENVILLE DRIVE RICHARDSON, TX 75082

CONTACT PERSON: LENNY KUTZ

CONTACT PERSON: DEAN BOYERS

PHONE: (717) 245-6786

PHONE: (972) 729-6322

45.0' LT

286158.2159

2621597.6208

106+65.00

45.0' LT

286165.0152

2621737.4556

106+65.00

40.0' LT

286160.0211

2621737.6984

109+95.00

40.0' LT

286176.0480

2622067.3090

109+95.00

50.0' LT

286186.0362

2622066.8233

110+20.00

50.0' LT

286187.2504

2622091.7938

110+20.00

60.0' LT

286197.2386

2622091.3082

111+75.00

60.0' LT

286204.7664

2622246.1253

111+75.00

80.0' LT

286224.7428

2622245.1539

117+46.40

80.0' LT

286243.6731

2622817.8559

SCALED

118+04.28

61.0' LT

286226.1315

2622876.4375

SCALED

118+78.00

61.0' LT

286227.9869

2622950.1344

118+78.00

80.0' LT

286247.0002

2622949.6557

122+52.00

80.0' LT

286256.4133

2623323.5537

122+52.00

55.0' LT

286231.4213

2623324.1829

123+59.00

55.0

LT

286234.1143

2623431.1512

123+59.00

80.0' LT

286259.1063

2623430.5221

VERIZON PENNSYLVANIA, LLC

COMMUNICATIONS

180 SHEREE BLVD, SUITE 2100

190 SHOEMAKER ROAD POTTSTOWN, PA 19464

EXTON, PA 19341 CONTACT PERSON: THERESA BAKER

CONTACT PERSON: MIKE KIMBERLY

PHONE: (610) 280-2154

125+75.00

80.0' LT

286264.5421

2623646.4362

125+75.00

56.0' LT

286240.5497

2623647.0390

128+40.00

56.0' LT

286247.2192

2623911.9550

128+40.00

65.0' LT

286256.2163

2623911.7285

129+30.00

65.0' LT

286258.4814

2624001.7000

129+30.00

55.0' LT

286248.4846

2624001.9516

129+54.00

55.0' LT

286249.0886

2624025.9440

129+54.00

45.0' LT

286239.0917

2624026.1957

129+70.00

45.0' LT

286239.4944

2624042.1907

BROOMFIELD, CO 80021

CONTACT PERSON: GLEN ESENWEIN

ATTN: NETWORK RELOCATIONS

PHONE: (610) 404-6239 CATV XO COMMUNICATIONS INC 1220 BROADCASTING ROAD WYOMISSING, PA 19610

1050 W SWEDESFORD ROAD BERWYN, PA 19312

129+70.00

42.0' LT

286236.4954

2624042.2662

136+32.00

42.0' LT

286323.1353

2624688.6405

136+32.00

55.0' LT

286335.8023

2624685.7169

138+45.00

55.0' LT

286383.7045

2624893.2605

138+45.00

30.0' LT

286359.3450

2624898.8829

117+86.95

65.0' RT

286099.7545

2622862.2804

120+31.00

65.0' RT

286105.8968

2623106.2565

SCALED

120+31.00

50.0' RT

286120.8920

2623105.8790

SCALED

120+65.58

50.0' RT

286121.7622

2623140.4441

120+65.58

46.0' RT

286125.7610

2623140.3435

122+16.00

46.0' RT

286129.5468

2623290.7198

HIGHWAY PURPOSES. AREAS, IF ANY, NOT TO BE ACQUIRED AS EASEMENT FOR HIGHWAY

122+16.00

40.0' RT

286135.5449

2623290.5687

PURPOSES SHALL BE ACQUIRED IN THE LESSER ESTATE OR INTEREST NOTED ON THE PLAN

122+20.00

40.0' RT

286135.6456

2623294.5675

SCALED

SHEET.

122+20.00

38.0' RT

286137.6449

2623294.5171

SCALED

123+02.43

38.0' RT

286139.7194

2623376.9171

123+02.43

30.0' RT

286147.7169

2623376.7157

127+95.00

55.0' RT

286135.1218

2623869.7629

129+00.00

55.0' RT

286137.7644

2623974.7296

129+00.00

65.0' RT

286127.7676

2623974.9813

132+15.00

65.0' RT

286144.9539

2624294.5444

132+15.00

77.0' RT

286133.0190

2624295.7922

134+75.00

77.0' RT

286172.7852

2624559.7098

SCALED

134+75.00

58.0' RT

286210.9431

2624647.2064

SCALED

136+68.10

58.0' RT

286233.8146

2624746.3008

136+68.79

30.0' RT

286261.2527

2624740.6766

PC

286059.8730

2621196.7764

16+05.36

PI

286099.4667

2621348.9328

17+61.45

PT

286106.8009

2621505.9852

26+33.28

PC

286147.4704

2622376.8617

27+20.15

PI

286151.5230

2622463.6404

28+07.02

PT

286154.0672

2622550.4765

35+04.83

PI

286174.5041

2623247.9865

42+37.47

PI

286192.8169

2623980.3978

44+06.21

PC

286197.0346

2624149.0925

46+11.21

PI

286202.1587

2624354.0212

48+14.79

PT

286248.7526

2624553.6588

59+15.33

PC

286498.8881

2625625.3991

61+28.66

PI

286547.3746

2625833.1462

63+37.79

PT

286662.9878

2626012.4319

79+77.95

END STA

287551.8680

2627390.8524

CONTACT PERSON: SCOTT DREILING PHONE: (610) 288-5329

N 88°19'18" E

N 88°34'04" E

STATION

POINT

N 57°11'02" E

BEARING

EAST

100+00.00

BEGIN STA

286087.7716

2621075.4258

112+32.92

PI

286147.6502

2622306.8928

N87°12'59"E N87°53'13"E

115+01.25

PI

286157.5434

2622575.0342

129+88.68

PC

286194.9788

2624061.9933

132+78.52

PI

286202.2736

2624351.7445

N88°33'28"E N77°00'12"E

135+66.40

PT

286267.4573

2624634.1626 N77°00'14"E

143+60.61

PI

286446.0718

2625408.0363 N77°00'14"E

146+45.01

PC

286510.0270

2625685.1450 N77°00'14"E

147+86.03

PI

286541.7427

2625822.5581 N58°21'58"E

149+24.57

CONTACT PERSON: BILL HENSIL

PT

286615.7092

2625942.6298 N57°15'38"E

CATV

PHONE: (610) 725-7129

N 75°24'51" E

166+35.60

ZAYO BANDWIDTH FORMERLY PPL TELECOM LLC 170 ROBBINS ROAD

END STA

287541.0659

2627381.8443

NOTE:

CONTACT PERSON: CHRIS RICCIUTI

GENERAL NOTES

PHONE: (484) 696-3903

THE LEGAL RIGHT-OF-WAY ON SR G350 FROM STATION 105+00.00 TO STATION 143+60.00

STA 105+25.00 SEG 0010 OFF 0525 SR G350 SEC MTF R/W

PRIVATE PROPERTY LINES ARE PLOTTED FROM THE DEED OF RECORD, RECORDED

UPPER MERION TOWNSHIP MONTGOMERY COUNTY

RESPONSIBLE FOR THE PROJECT.

SUBDIVISION OR LOT PLANS, EXISTING TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA. PRIVATE PROPERTY LINES WERE NOT SURVEYED BY THE PROFESSIONAL LAND SURVEYOR

SR G350 PREVIOUSLY KNOWN AS T-101. +85 THE HALF CIRCLED NUMBER INDICATES SCALED DIMENSION.

50'

THE HORIZONTAL CONTROL IS TIED TO THE PENNSYLVANIA STATE PLANE COORDINATE SYSTEM (SPCS83), SOUTH ZONE AND 1983.

THE VERTICAL CONTROL IS BASED UPON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

LIMIT OF AUTHORIZATION

ALL CURVE DATA IS BASED ON THE ARC DEFINITION UNLESS OTHERWISE NOTED.

STA 138+45.00 SEG 0010 OFF 3845 SR G350 SEC MTF R/W

NO NAVIGABLE STREAMS ARE LOCATED WITHIN THE PROJECT LIMITS. TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE LAND AS NECESSARY DURING CONSTRUCTION OF THE PROJECT. THE EASEMENT IS REQUIRED ONLY UNTIL THE

M

0

•

1

PROJECT

FROM MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL TO ITS USE FOR

STATE HIGHWAY

BIKEWAY PURPOSES AS LONG AS THE PROPERTY OWNER OBTAINS PRIOR WRITTEN APPROVAL FROM THE KING OF PRUSSIA DISTRICT.

CITY STREET PA ONE CALL SYSTEM, INC., 1-800-222-6470. SERIAL NO. -----------

CHRISTOPHER MICHAEL ZIVKOVICH

REGISTERED

OF

•

PROFESSIONAL

LAWRENCE EUGENE LESO, JR.

ENGINEER LAND SURVEYOR

PE078898

P EN IA NSY VAN L

SU075315

A

MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION IS THE RESPONSIBILITY OF THE KING OF PRUSSIA DISTRICT. THE EASEMENT SHALL NOT PREVENT THE PROPERTY OWNER

PROFESSIONAL

P

SCALE IN MILES

LEGEND

M

W EA ON L T H

AND PEDESTRIANS ONLY. NO MOTORIZED VEHICLES ARE PERMITTED EXCEPT FOR MINIMAL CROSS OVERS BY MOTORISTS AT DRIVEWAY CROSSINGS. ALL CONSTRUCTION, INSPECTION,

REGISTERED

M

F

REPAIR, RECONSTRUCTION AND ALTERATION OF A BIKEWAY. THE BIKEWAY IS FOR BICYCLISTS

NWEAL T O

BIKEWAY EASEMENT. AN EASEMENT FOR THE CONSTRUCTION, INSPECTION, MAINTENANCE,

O

H

M

O

CONSTRUCTION OR WORK INDICATED BY THE PLAN IS COMPLETED, UNLESS SOONER RELINQUISHED IN WRITING BY THE DEPARTMENT.

LOCATION MAP

SCALED

C

UPPER MERION TOWNSHIP MONTGOMERY COUNTY

CO

@ 9: 1 5: 21AM

OFFI CE LOCATI ON: Ki ng of

50 SR G3

USER NAME: BFi nkel stei n

DATE PLOTTED: 4/1 7/201 9

PLOT DRI VER: PENNONI -KOP-PENNDOT-FULL-PDF. PLTCFG

PEN TABLE: pennoni -penndot. tbl

MI CROSTATI ON WORKSPACE: PENNDOT-V8i

LIMIT OF AUTHORIZATION

A

Pl ans\46Fi rstAve. LOC. dgn

ALL REQUIRED RIGHT-OF-WAY FOR THIS PROJECT SHALL BE ACQUIRED AS EASEMENT FOR

A

MI CROSTATI ON VERSI ON: Mi croStati on V8i

Prussi a,Pennsyl vani a

IS SIXTY FEET (60') IN WIDTH BASED ON PLAN OF FIRST AVENUE IN THE KING OF PRUSSIA PARK, BY VALLEY FORGE ENGINEERS, INC., DATED NOVEMBER 4, 1958.

FI LE NAME: . . . \ROW

SCALED

FOUR (4) PLACE COORDINATES ARE USED FOR COMPUTATIONAL PURPOSES ONLY AND DO NOT IMPLY A PRECISION BEYOND TWO (2) PLACES.

DOWNINGTOWN, PA 19335

PENNONIASSOCI ATES I NC.

& R/W

BIRDSBORO, PA 19508

PECO ENERGY COMPANY

14+48.14

SR G350

1025 EL DORADO BLVD

E

2620762.6590

NORTH

LEVEL (3) COMMUNICATIONS, LLC

PHONE: (720) 888-0165

285957.7580

COORDINATES

WINDSTREAM COMMUNICATIONS 202 EAST FIRST STREET

DEPARTMENT

BEGIN STA

N 87°19'35" E

RTE.

CATV

CATV

10+00.00

N 76°51'46" E

COMCAST CABLE

REMARKS

EAST

105+25.00

CATV

PHONE: (610) 327-6395

NORTH

2621598.3493

SR G350 SURVEY & R/W

CATV

EAST

SURVEY

CATV

BEARING NORTH

286143.2336

FIRST AVENUE

C/O TREC GROUP INC.

OFFSET 30.0' LT

G

AT&T LOCAL SERVICES

POINT

STATION 105+25.00

PHONE: (610) 408-3601

CATV

RTE.

I

E N

NS

A Y LV

N

BY

COUNTY

ROUTE

SECTION

MONTGOMERY

SR G350

MTF R/W

DISTRICT

6-0

SHEET

4

OF 18

UPPER MERION TOWNSHIP REVISION NUMBER

REVISIONS

DATE

SR G350 SURVEY & R/W

5'-0"

10'-0"

10'-0"

16'-0"

10'-0"

10'-0"

SDWLK

TRAVEL LANE

TRAVEL LANE

MEDIAN/TURNING LANE

TRAVEL LANE

TRAVEL LANE

LEGEND 1 1

SUPERPAVE ASPHALT MIXTURE DESIGN, WMA WEARING COURSE, PG 64-22,

1%

O.3 TO <3 MILLION ESALS, 9.5MM MIX, SRL-H (1 1/2" DEPTH) SIDEWALK STA 105+25.00 LT

2

TO STA 109+64.00 LT ONLY

SUPERPAVE ASPHALT MIXTURE DESIGN, WMA BINDER COURSE, PG 64-22,

EXISTING PAVEMENT

O.3 TO <3 MILLION ESALS, 19.0MM MIX (2 1/2" DEPTH) 3

6" COMPACTED AGGREGATE BASE

4

PREPARED SUBGRADE

2

TYPICAL SECTION - SR G350 (FIRST AVE)

3

STA 105+25.00 TO STA 117+75.00 NOT TO SCALE

4

SR G350 SURVEY & R/W

2'-0" GRADED AREA

10'-0" PROPOSED ASPHALT PATH

VARIES

VARIES

5'-0" TO

7'-0" TO

12'-0"

11'-0"

BUFFER

BUFFER

VARIES 5'-0" BIKE

10'-0" TRAVEL LANE

16'-0" MEDIAN/TURNING LANE

10'-0" TRAVEL LANE

LANE

5'-0" BIKE LANE

2'-0" TO

VARIES 10'-0" PROPOSED

5'-0" TO

7'-0"

12'-0"

BUFFER

BUFFER

2'-0" GRADED AREA

ASPHALT PATH

1

1

1%

1%

1:6

1:6

EXISTING PAVEMENT

2

3

2

4

3

4

TYPICAL SECTION - SR G350 (FIRST AVE) STA 117+75.00 TO STA 122+00.00

SR G350 SURVEY & R/W

2'-0"

10'-0"

GRADED AREA

PROPOSED ASPHALT PATH

VARIES

VARIES

5'-0" TO

BIKE LANE AND

12'-0" BUFFER

10'-0"

10'-0"

10'-0"

10'-0"

TRAVEL LANE

TRAVEL LANE

TRAVEL LANE

TRAVEL LANE

BUFFER AREA 0'-0" TO 10'-0"

VARIES

VARIES

BIKE LANE AND

5'-0" TO

BUFFER AREA 4'-0" TO 18'-0"

33'-0" BUFFER

10'-0"

2'-0"

PROPOSED ASPHALT PATH

GRADED AREA

1

1

1%

1%

1:6

1:6

EXISTING PAVEMENT

2

4

3

4

TYPICAL SECTION - SR G350 (FIRST AVE) STA 122+00.00 TO STA 138+45.00 NOT TO SCALE NWEAL T M

F

CHRISTOPHER MICHAEL ZIVKOVICH

REGISTERED

OF

O PROFESSIONAL

W EA ON L T H

REGISTERED

M O

O

H

M

C

PROFESSIONAL

LAWRENCE EUGENE LESO, JR.

ENGINEER LAND SURVEYOR

P EN IA NSY VAN L

TYPICAL SECTION

P

PE078898

SU075315

A

3

M

2

CO

@ 3: 44: 59 PM

OFFI CE LOCATI ON: Ki ng of USER NAME: BFi nkel stei n

DATE PLOTTED: 4/1 6/201 9

PLOT DRI VER: PENNONI -KOP-PENNDOT-FULL-PDF. PLTCFG

PEN TABLE: pennoni -penndot. tbl

MI CROSTATI ON WORKSPACE: PENNDOT-V8i

Pl ans\46Fi rstAve. TYP. dgn

MI CROSTATI ON VERSI ON: Mi croStati on V8i

FI LE NAME: . . . \ROW

PENNONIASSOCI ATES I NC.

Prussi a,Pennsyl vani a

NOT TO SCALE

I

E N

NS

A Y LV

N

BY

COUNTY

ROUTE

SECTION

MONTGOMERY

SR G350

MTF R/W

DISTRICT

6-0

NOTES:

SHEET

5

OF 18

UPPER MERION TOWNSHIP

1. PRIVATE PROPERTY LINES ARE PLOTTED FROM THE DEED OF RECORD, RECORDED REVISION NUMBER

SUBDIVISON OR LOT PLANS, EXISTING TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA.

REVISIONS

DATE

BY

PRIVATE PROPERTY LINES WERE NOT SURVEYED BY THE PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR THE PROJECT. 2. TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE LAND AS NECESSARY DURING CONSTRUCTION OF THE PROJECT. THE EASEMENT IS REQUIRED ONLY UNTIL THE CONSTRUCTION OR WORK INDICATED BY THE PLAN IS COMPLETED, UNLESS SOONER

LEGEND

RELINQUISHED BY THE DEPARTMENT. 3. BIKEWAY EASEMENT. AN EASEMENT FOR THE CONSTRUCTION, INSPECTION, MAINTENANCE,

SIDEWALK REMOVAL

REPAIR, RECONSTRUCTION AND ALTERATION OF A BIKEWAY. THE BIKEWAY IS FOR BICYCLISTS AND PEDESTRIANS ONLY. NO MOTORIZED VEHICLES ARE PERMITTED EXCEPT FOR MINIMAL CROSS OVERS BY MOTORISTS AT DRIVEWAY CROSSINGS. ALL CONSTRUCTION, INSPECTION,

PLANT REMOVAL

MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION IS THE RESPONSIBILITY OF THE KING OF PRUSSIA DISTRICT. THE EASEMENT SHALL NOT PREVENT THE PROPERTY OWNER TREE REMOVAL

FROM MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL TO ITS USE FOR BIKEWAY PURPOSES AS LONG AS THE PROPERTY OWNER OBTAINS PRIOR WRITTEN APPROVAL FROM THE KING OF PRUSSIA DISTRICT.

3 PARKVIEW TOWER ASSOCIATES, LP 1

4 ROYALE GARDEN, LP

VALLEY FORGE COLONIAL, LLC

SIDEWALK AND STAIRS TO BE REMOVED

TEMPORARY CONSTRUCTION EASEMENT

PLANT BED TO BE REMOVED EXISTING SIGN & BOLLARDS TO REMAIN

SALVAGE AND RETURN SIGN TO OWNER +30

+50

51'

TREE TO BE REMOVED

+50

45'

+25

TRAFFIC SIGNS TEMPORARY

+30

LEGAL RIGHT-OF-WAY LINE

SALVAGE AND RELOCATE

51'

45'

45'

+65 45'

TEMPORARY CONSTRUCTION

CONSTRUCTION EASEMENT

+64

+95

45'

45'

+55

EASEMENT

+17 45'

45'

TR

+17

+25

REQUIRED BIKEWAY EASEMENT

30'

30'

40'

+95 LEGAL RIGHT-OF-WAY LINE

40'

TYPE 4 CURB RAMP

106

107

108

SALVAGE AND RETURN SIGN TO OWNER 109

110

111

112

Y L N O

Y L N O

30'

105

BITUMINOUS

SR G350 FIRST AVE

30'

SR G350 SURVEY & R/W

OF 18

40'

+64

SEE SHEET 6

30'

40'

+55

30'

CONC SIDEWALK

+65

6'

6'

CONC SIDEWALK

LEGAL RIGHT-OF-WAY LINE

STA 105+25.00 SEG 0010 OFF 0525 2

SR G350 SECTION MTF R/W UPPER MERION TWP

BRANDYWINE OPERATING PARTNERSHIP, L.P.

MONTGOMERY COUNTY

FOR PARCEL 1 CLAIM BLOCK AND PLAT SEE SHEET 10 OF 18 NWEAL T M

CHRISTOPHER MICHAEL ZIVKOVICH

SEE SHEET 3 OF 18

SCALE

OF

F

PROFESSIONAL

W EA ON L T

O

REGISTERED

C

REGISTERED

M

H

M

O

O

FOR APPLICABLE RIGHT-OF-WAY AND EASEMENT NOTE(S)

M

H

FOR PARCEL 3 CLAIM BLOCK AND PLAT SEE SHEET 11 OF 18

CO

PROFESSIONAL

LAWRENCE EUGENE LESO, JR.

ENGINEER LAND SURVEYOR

25

50 FEET

PE078898

P EN IA NSY VAN L

SURVEY BOOK NO. 54894

P

0

SU075315

A

@ 3: 45: 01PM

OFFI CE LOCATI ON: Ki ng of

LIMIT OF AUTHORIZATION

USER NAME: BFi nkel stei n

DATE PLOTTED: 4/1 6/201 9

PLOT DRI VER: PENNONI -KOP-PENNDOT-FULL-PDF. PLTCFG

PEN TABLE: pennoni -penndot. tbl

MI CROSTATI ON WORKSPACE: PENNDOT-V8i

Pl ans\46Fi rstAve. PL1 . dgn

MI CROSTATI ON VERSI ON: Mi croStati on V8i

FI LE NAME: . . . \ROW

PENNONIASSOCI ATES I NC.

Prussi a,Pennsyl vani a

LEGAL RIGHT-OF-WAY LINE

I

E N

NS

A Y LV

N

COUNTY

ROUTE

SECTION

MONTGOMERY

SR G350

MTF R/W

DISTRICT

6-0

SHEET

6

OF 18

UPPER MERION TOWNSHIP REVISION NUMBER

REBAR REBAR REBAR SET SET 75.

00' 75.00' SET REBAR

FIRST AVENUE

90°00'

90°00'

FIRST AVENUE

90°00'

28.60'

28.62'

NAIL

SET

90°16'

89°44'

90°42'

SURVEY &

90°18'

SET

SURVEY &

CONSTRUCTION B L

CONSTRUCTION B L

FIRST AVENUE NAIL

NAIL

FIRST AVENUE

SET

SET

LINE

FIRST AVENUE

FIRST AVENUE

FIRST AVENUE

PI 27+20.15

PT 28+07.02

FIRST AVENUE

FIRST AVENUE

LEGA L RI GHT-

PI STA 115+01.25 NO CURVE PI STA 112+32.92 NO CURVE

LEGEND

WAY LINE FOR TOWN SHIP RD

90°00'

30.96'

)

90°44' SURVEY &

REBAR SET

SIDEWALK REMOVAL

PLANT REMOVAL

-OF-

REBAR SET

89°16'

PC 26+33.28

BY

REBAR

SET

75.00'

LEGA L RI GHT

REBAR SET

MOOR E RD (T-1 02

29.29'

FOR TOWN SHIP RD

SET

CONSTRUCTION B L

DATE

REBAR

90°00'

OF-W AY

90°00'

REVISIONS

5 ALISUE LLC & ANEFF, LLC TEMPORARY CONSTRUCTION EASEMENT

+10

UP

TJB

+98

95'

EXISTING

ROYALE GARDEN, LP

SHRUBS +97

+10

+78

80'

80' EJB

EXISTING TREES

61'

EJB EJB

T

TS

PS EJB

W

30'

SIDEWALK TO BE REMOVED FO

115

W

116

117

O N L Y

118

CONC UTILITY POLE

119

30'

114

SIDEWALK TO BE REMOVED

BASE TO REMAIN

T

SEE SHEET 7

AVG. COV. 3'2"

30'

113

O N L Y

30' 112

TYPE 4 CURB RAMP

SR G350 SURVEY & R/W

SR G350 FIRST AVE

REMOVED

REQUIRED BIKEWAY EASEMENT 3' COV .

UB

12 C.I . DEPT H UNKN OWN

TREE TO BE

61'

BITUMINOUS

O N L Y

SEE SHEET 5 OF 18

+78

T

LEGAL RIGHT-OF-WAY LINE

LT HA P AS

NG VI A P

OF 18

4

3' CO V.

80'

T

LEGAL RIGHT-OF-WAY LINE

T

TYPE 4 CURB RAMP

+87

2 BRANDYWINE OPERATING PARTNERSHIP, L.P.

NOTES:

6

MOOR E

SUBDIVISON OR LOT PLANS, EXISTING TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA. PRIVATE PROPERTY LINES WERE NOT SURVEYED BY THE PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR THE PROJECT.

AMERICAN BAPTIST HOME MISSION SOCIETY

2. TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE

1075 FIRST AVE.

LAND AS NECESSARY DURING CONSTRUCTION OF THE PROJECT. THE EASEMENT IS REQUIRED ONLY UNTIL THE CONSTRUCTION OR WORK INDICATED BY THE PLAN IS COMPLETED, UNLESS SOONER RELINQUISHED BY THE DEPARTMENT. FOR PARCEL 4 CLAIM BLOCK AND PLAT SEE SHEET 11 OF 18 3. BIKEWAY EASEMENT. AN EASEMENT FOR THE CONSTRUCTION, INSPECTION, MAINTENANCE,

M

M

CHRISTOPHER MICHAEL ZIVKOVICH

THE KING OF PRUSSIA DISTRICT. THE EASEMENT SHALL NOT PREVENT THE PROPERTY OWNER

FOR APPLICABLE RIGHT-OF-WAY AND EASEMENT NOTE(S)

FROM MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL TO ITS USE FOR

SCALE

REGISTERED

OF

PROFESSIONAL

MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION IS THE RESPONSIBILITY OF

W EA ON L T H

REGISTERED

M

F

FOR PARCEL 6 CLAIM BLOCK AND PLAT SEE SHEET 13 OF 18

NWEAL T O

CROSS OVERS BY MOTORISTS AT DRIVEWAY CROSSINGS. ALL CONSTRUCTION, INSPECTION,

O

H

AND PEDESTRIANS ONLY. NO MOTORIZED VEHICLES ARE PERMITTED EXCEPT FOR MINIMAL

M

O

FOR PARCEL 5 CLAIM BLOCK AND PLAT SEE SHEET 12 OF 18

C

REPAIR, RECONSTRUCTION AND ALTERATION OF A BIKEWAY. THE BIKEWAY IS FOR BICYCLISTS

CO

PROFESSIONAL

LAWRENCE EUGENE LESO, JR.

ENGINEER LAND SURVEYOR

BIKEWAY PURPOSES AS LONG AS THE PROPERTY OWNER OBTAINS PRIOR WRITTEN APPROVAL

25

50 FEET

FROM THE KING OF PRUSSIA DISTRICT.

SURVEY BOOK NO. 54894

SEE SHEET 3 OF 18

PE078898

P EN IA NSY VAN L

P

0

SU075315

A

USER NAME: BFi nkel stei n

EXISTING TREE

65'

RD ( T-10 2)

@ 3: 45: 04 PM

OFFI CE LOCATI ON: Ki ng of

REQUIRED BIKEWAY EASEMENT

1. PRIVATE PROPERTY LINES ARE PLOTTED FROM THE DEED OF RECORD, RECORDED DATE PLOTTED: 4/1 6/201 9

PLOT DRI VER: PENNONI -KOP-PENNDOT-FULL-PDF. PLTCFG

PEN TABLE: pennoni -penndot. tbl

MI CROSTATI ON WORKSPACE: PENNDOT-V8i

Pl ans\46Fi rstAve. PL2. dgn

MI CROSTATI ON VERSI ON: Mi croStati on V8i

FI LE NAME: . . . \ROW

PENNONIASSOCI ATES I NC.

Prussi a,Pennsyl vani a

ASPHALT PAVING

I

E N

NS

A Y LV

N

COUNTY

ROUTE

SECTION

MONTGOMERY

SR G350

MTF R/W

DISTRICT

6-0

SHEET

7

OF 18

UPPER MERION TOWNSHIP REVISION NUMBER

REBAR SET

REBAR SET

30.96'

31.89'

75.00' 90째00'

28.60' 89째44'

REVISIONS

DATE

BY

REBAR SET

90째00' 90째31'

LEGEND

SURVEY &

CONSTRUCTION B L SIDEWALK REMOVAL

FIRST AVENUE

FIRST AVENUE NAIL PLANT REMOVAL

SET PI 35+04.83 FIRST AVENUE

EXISTING TEMP CONSTR EASEMENT

TREE

5

+10

+53

95'

95'

+10

ALISUE LLC & ANEFF, LLC

TREE TO BE REMOVED

8

80'

ALISUE LLC & ANEFF, LLC

TEMP CONSTR EASEMENT

+53 80'

TEMP CONSTR EASEMENT TREES TO BE REMOVED

+75

TREES TO BE

EXISTING

80'

REMOVED

TREES

+93 80'

D . OWNE CUST

ASPHALT PAVING

+52

10'

TREE TO BE REMOVED

+59

80'

80'

+52

ASPHALT PAVING

+93

55'

61' +59 55'

LEGAL RIGHT-OF-WAY LIN E

SALVAGE BUS SHELTER AND RETURN TO OWNER

3' COV .

TYPE 4 CURB RAMP +31 50'

SR G350 FIRST AVE

T

+66

18

TREES +02 +02 +20

+31 65'

+66

EXISTING TREES

46'

+20

EXISTING SIDEWALK EASEMENT

46' +16

+16

54'

EXISTING

40'

54'

MB

YD YD

TREE

YD

+16 46'

SALVAGE AND RELOCATE SIGN

55'

REQUIRED BIKEWAY EASEMENT

30'

38' +02

40'

+66

TEMP CONSTR EASEMENT

Prussi a,Pennsyl vani a

GM

YD

TJB

TEMP CONSTR EASEMENT

7 6

1045 FIRST AVENUE PARTNERS, L.P.

AMERICAN BAPTIST HOME MISSION SOCIETY 9 BRANDYWINE OPERATING PARTNERSHIP, L.P.

NOTES: 1. PRIVATE PROPERTY LINES ARE PLOTTED FROM THE DEED OF RECORD, RECORDED SUBDIVISON OR LOT PLANS, EXISTING TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA. PRIVATE PROPERTY LINES WERE NOT SURVEYED BY THE PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR THE PROJECT. 2. TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE LAND AS NECESSARY DURING CONSTRUCTION OF THE PROJECT. THE EASEMENT IS REQUIRED ONLY UNTIL THE CONSTRUCTION OR WORK INDICATED BY THE PLAN IS COMPLETED, UNLESS SOONER

FOR PARCEL 5 CLAIM BLOCK AND PLAT SEE SHEET 12 OF 18

RELINQUISHED BY THE DEPARTMENT.

OF

PROFESSIONAL

REGISTERED

O

M

M

W EA ON L T H

REGISTERED

M

F

FOR PARCEL 7 CLAIM BLOCK AND PLAT SEE SHEET 14 OF 18

NWEAL T O

REPAIR, RECONSTRUCTION AND ALTERATION OF A BIKEWAY. THE BIKEWAY IS FOR BICYCLISTS

O

H

3. BIKEWAY EASEMENT. AN EASEMENT FOR THE CONSTRUCTION, INSPECTION, MAINTENANCE,

M

C

FOR PARCEL 6 CLAIM BLOCK AND PLAT SEE SHEET 13 OF 18 CO

PROFESSIONAL

AND PEDESTRIANS ONLY. NO MOTORIZED VEHICLES ARE PERMITTED EXCEPT FOR MINIMAL CHRISTOPHER MICHAEL ZIVKOVICH

CROSS OVERS BY MOTORISTS AT DRIVEWAY CROSSINGS. ALL CONSTRUCTION, INSPECTION, MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION IS THE RESPONSIBILITY OF

ENGINEER

SCALE 0

25

LAND SURVEYOR

50 FEET

FOR APPLICABLE RIGHT-OF-WAY AND EASEMENT NOTE(S)

FROM MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL TO ITS USE FOR BIKEWAY PURPOSES AS LONG AS THE PROPERTY OWNER OBTAINS PRIOR WRITTEN APPROVAL

SEE SHEET 3 OF 18

FROM THE KING OF PRUSSIA DISTRICT. SURVEY BOOK NO. 54894

PE078898

P EN IA NSY VAN L

P

THE KING OF PRUSSIA DISTRICT. THE EASEMENT SHALL NOT PREVENT THE PROPERTY OWNER

LAWRENCE EUGENE LESO, JR.

FOR PARCEL 8 CLAIM BLOCK AND PLAT SEE SHEET 15 OF 18 SU075315

A

@ 3: 45: 07 PM

OFFI CE LOCATI ON: Ki ng of USER NAME: BFi nkel stei n

DATE PLOTTED: 4/1 6/201 9

PLOT DRI VER: PENNONI -KOP-PENNDOT-FULL-PDF. PLTCFG

EXISTING

LEGAL RIGHT-OF-WAY LI NE

46'

12 D. I . DE PT H UNKNOWN

EJB

EJB

WV

'

PEN TABLE: pennoni -penndot. tbl

RETURN TO OWNER 126

125

T

+20 38'

EXISTING TREE

MI CROSTATI ON WORKSPACE: PENNDOT-V8i

SALVAGE SIGN AND 124

WV T

50'

Pl ans\46Fi rstAve. PL3. dgn

SR G350 SURVEY & R/W

OF

123

12 D.I. DEPTH UNKNOWN

SIDEWALK TO BE REMOVED

10'

SIDEWALK TO BE REMOVED

122

30'

121

SEE SHEET 8

30'

120

30'

30' 119

10

SEE SHEET 6 OF 18

BITUMINOUS

FIRST AVE

54'

MI CROSTATI ON VERSI ON: Mi croStati on V8i

56'

UB

+31

FI LE NAME: . . . \ROW

+75

TYPE 4 CURB RAMP

ASPHALT PAVING

PENNONIASSOCI ATES I NC.

10

SIDEWALK TO BE REMOVED

SIDEWALK TO BE REMOVED

'

REQUIRED BIKEWAY EASEMENT

I

E N

NS

A Y LV

N

COUNTY

ROUTE

SECTION

MONTGOMERY

SR G350

MTF R/W

DISTRICT

6-0

NOTES:

SHEET

8

OF 18

UPPER MERION TOWNSHIP 1. PRIVATE PROPERTY LINES ARE PLOTTED FROM THE DEED OF RECORD, RECORDED

REBAR

SUBDIVISON OR LOT PLANS, EXISTING TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA. REBAR

PRIVATE PROPERTY LINES WERE NOT SURVEYED BY THE PROFESSIONAL LAND SURVEYOR

SET

13.52'

75.00'

SET

RESPONSIBLE FOR THE PROJECT.

REBAR SET

REBAR

90°15'

LAND AS NECESSARY DURING CONSTRUCTION OF THE PROJECT. THE

AVENUE NAIL FIRST SET

FIRST AVENUE

RELINQUISHED BY THE DEPARTMENT.

BY

94°25'

LEGEND

73°53'

SURVEY &

CONSTRUCTION B L

INDICATED BY THE PLAN IS COMPLETED, UNLESS SOONER

DATE

33.77'

89°45'

SURVEY &

EASEMENT IS REQUIRED ONLY UNTIL THE CONSTRUCTION OR WORK

REVISIONS

94°07'

86°04'

32.73'

2. TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE

REBAR SET 37.80' REBAR 46.10' SET

SET

89°50'

90°00'

REVISION NUMBER

CONSTRUCTION B L NAIL SET

FIRST AVENUE

AVENUE FIRST

PI STA 132+78.52

SIDEWALK REMOVAL

3. BIKEWAY EASEMENT. AN EASEMENT FOR THE CONSTRUCTION, INSPECTION, MAINTENANCE, T= 289.84'

REPAIR, RECONSTRUCTION AND ALTERATION OF A BIKEWAY. THE BIKEWAY IS FOR BICYCLISTS AND PEDESTRIANS ONLY. NO MOTORIZED VEHICLES ARE PERMITTED EXCEPT FOR MINIMAL CROSS OVERS BY MOTORISTS AT DRIVEWAY CROSSINGS. ALL CONSTRUCTION, INSPECTION,

PC 44+06.21

PI 46+11.21

FIRST AVENUE

FIRST AVENUE

PLANT REMOVAL

L= 577.72' R= 2864.78' E= 14.63'

MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION IS THE RESPONSIBILITY OF

PC STA 129+88.68

THE KING OF PRUSSIA DISTRICT. THE EASEMENT SHALL NOT PREVENT THE PROPERTY OWNER

PT STA 135+66.40

+30 160'

FROM MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL TO ITS USE FOR BIKEWAY PURPOSES AS LONG AS THE PROPERTY OWNER OBTAINS PRIOR WRITTEN APPROVAL

+00

FROM THE KING OF PRUSSIA DISTRICT.

160'

4.08' R = 270

TEMPORARY CONSTRUCTION EASEMENT 12 ATOFINA CHEMICALS INC.

8

EXISTING

ALISUE LLC & ANEFF, LLC

TREE TEMPORARY CONSTRUCTION EASEMENT TEMPORARY CONSTRUCTION EASEMENT +00

80'

+40 +25

80'

80'

80'

SALVAGE

SALVAGE BUS SHELTER AND RETURN TO OWNER

EXISTING LIGHT POLE TO REMAIN

+00

61' 10'

TRAFFIC

EXISTING

+25

65'

65'

HEADWALL

65' +40

+30

55'

65'

+30

+54 55'

+54

+70

45'

REMOVE CONCRETE CURB

45'

SIDEWALK TO BE REMOVED 127

SR G350 FIRST AVE

128

KN O

PLANT BED TO BE REMOVED

TO BE REMOVED

TYPE 4 CURB RAMP 12'

ASP HAL T P AVI NG CONCRETE CURB AND PLANTING TO BE REMOVED

12'

8

ASPHALT PAVING +00

+95

YD

55'

55' EXISTING TREE

R = 2934.78'

EXISTING UTILITY &

TREES TO BE REMOVED

65'

DRAINAGE EASEMENT

NE

EXISTING EASEMENT LINE

LINE

LI EM EN T

TREE TO BE REMOVED

+04 70' 4.78' R = 295

+04 EXISTING

90'

TREE

EXISTING TREE

TEMPORARY CONSTRUCTION EASEMENT

10 11

JOLLY, LLC

BRANDYWINE OPERATING PARTNERSHIP, L.P.

EX

IS

TI N

G

EA S

1.78' R = 294

FOR PARCEL 8 CLAIM BLOCK AND PLAT SEE SHEET 15 OF 18 NWEAL T M

CHRISTOPHER MICHAEL ZIVKOVICH

0

25

FOR PARCEL 12 CLAIM BLOCK AND PLAT SEE SHEET 18 OF 18 50 FEET

LAWRENCE EUGENE LESO, JR.

ENGINEER LAND SURVEYOR

FOR APPLICABLE RIGHT-OF-WAY AND EASEMENT NOTE(S) SEE SHEET 3 OF 18

P EN IA NSY VAN L

P

PE078898

SURVEY BOOK NO. 54894

PROFESSIONAL

SU075315

A

SCALE

REGISTERED

OF

F

PROFESSIONAL

W EA ON L T H

REGISTERED

M O

O

O

FOR PARCEL 11 CLAIM BLOCK AND PLAT SEE SHEET 17 OF 18

M M

FOR PARCEL 10 CLAIM BLOCK AND PLAT SEE SHEET 16 OF 18

H

P E A X R I F K S O T R A I V N T E G O W R ( N I T S G H H 1 I T 0 P 4 O ) R F D W A Y L I N E

I N E L Y

+15 77'

+09

W A

65'

R = 2929.78'

65'

BRANDYWINE OPERATING PARTNERSHIP, L.P.

SIDEWALK TO BE Y LINE A W REMOVED F O T GH LEGAL RI TREES TO BE REMOVED +15

REQUIRED BIKEWAY EASEMENT SITE WALL

+00

9

PLANT BED TO BE REMOVED

CO

EASEMENT

EXISTING FIRE HYDRANT TO REMAIN

10'

C.I . D EP TH

SIDEWALK MB

ASPH ALT PAVI NG

TJB

EXISTING

E X I F S O T R I N T G O W R N I S G H H I T P O R F D -

Prussi a,Pennsyl vani a @ 3: 45: 1 5 PM

OFFI CE LOCATI ON: Ki ng of USER NAME: BFi nkel stei n

DATE PLOTTED: 4/1 6/201 9

PLOT DRI VER: PENNONI -KOP-PENNDOT-FULL-PDF. PLTCFG

PEN TABLE: pennoni -penndot. tbl

MI CROSTATI ON WORKSPACE: PENNDOT-V8i

Pl ans\46Fi rstAve. PL4. dgn

7'

55 '

LEGAL RIGHT-OF-WAY LINE

EXISTING

MI CROSTATI ON VERSI ON: Mi croStati on V8i

131

CHAIN LINK AND POSTS

TJB

FI LE NAME: . . . \ROW

132

130

5' UTILITY EASEMENT

UN

TJB

PENNONIASSOCI ATES I NC.

BITUMINOUS

30 '

UB

YD

SR G350 SURVEY & R/W

129

CURB RAMP

133

U

WN

30'

12 D. I . DE PT H UNKNOWN

TYPE 4 CURB RAMP

TYPE 4

C

30'

SIDEWALK TO BE REMOVED

CURB RETE CONC

PC

OF 18

CURB CONCRETE

TYPE 4 CURB RAMP

126

42'

R = 2822.78'

CONCRETE CURB

LEGAL RIGHT-OF-WAY LINE

SIDEWALK EASEMENT

REMOVE SIDEWALK

42'

3 0'

SEE SHEET 7

56'

+70

55'

45'

SALVAGE SIGNS AND RETURN TO OWNER +00

10'

+30 +40

10'

ING PAV T HAL ASP

SIGNS

EXISTING HEADWALL & PIPE

REQUIRED BIKEWAY EASEMENT

ASPHALT PAVING

RELOCATE

ASPHALT TO BE REMOVED

+40

+45

AND

I

E N

NS

A Y LV

N

SEE SHEET 9 OF 18

+45 EXISTING TREES

COUNTY

ROUTE

SECTION

MONTGOMERY

SR G350

MTF R/W

DISTRICT

6-0

SHEET

9

OF 18

UPPER MERION TOWNSHIP REVISION NUMBER

REVISIONS

DATE

BY

REBAR REBAR 00' SET 75.

SET REBAR SET

00' 75.

101째58' 30.00'

78째02'

79째02'

100째58'

NUE AVE T S FIR

SURVEY &

CONSTRUCTION B L

NAIL

FIRST AVENUE

SET

PT 48+14.79

13

FIRST AVENUE METROPOLITAN BUSINESS PARK, LP

+30 160'

EXISTING SIGNS

PI STA 132+78.52

TO REMAIN 12 T= 289.84'

SALVAGE BUS SHELTER AND RETURN TO OWNER

L= 577.72'

ATOFINA CHEMICALS INC.

, UND H ARO N PAT TUR SE U RED SHA

SALVAGE AND RELOCATE TRAFFIC SIGN

TEMPORARY SALVAGE AND

55'

RELOCATE TRAFFIC SIGN

+32 ING PAV T HAL ASP

45'

30'

140 30'

Y EWA BIK D E UIR REQ

+32

CONSTRUCTION EASEMENT

+45

NT EME EAS

AVE ST R I 0 F G35 SR 139

10'

PT STA 135+66.40

30'

55'

R= 2864.78' E= 14.63' PC STA 129+88.68

AL LEG

+45

INE Y L -WA F O HTRIG

S NOU UMI T I B

TYPE 4 CURB RAMP

138 AL LEG

REMOVE SIDEWALK +32 EXISTING SIGN TO +30

42'

.78' 2819 R = .78' 2822 R =

REMAIN

136

K WAL SID E T CRE CON

5' UTILITY EASEMENT

135

10'

30'

LIMIT OF AUTHORIZATION SIDEWALK TO BE REMOVED

SIDEWALK TO BE REMOVED 134

STA 138+45.00 SEG 0010 OFF 3845

ALK IDW S TE CRE ING CON PAV T L HA ASP

TREES TO BE REMOVED

CURB RAMP

TYPE 4 CURB RAMP TREE TO BE REMOVED 30'

SEE SHEET 8 OF 18

ING CURB T PAV L A H ETE P R AS C N CO

TYPE 4

137

TYPE 4 CURB RAMP

PT

45'

0 G35 SR

R/W Y & E V SUR

+69

UPPER MERION TWP MONTGOMERY COUNTY

58'

+75

T SEMEN KE EA I B D RE REQUI

PLANT REMOVAL 14

Prussi a,Pennsyl vani a

77'

PSI PHARMA SUPPORT AMERICA, INC.

TEMPORARY CONSTRUCTION EASEMENT

+75

8' 941.7 R = 2

77' EXISTING UTILITY &

8' 954.7 R = 2

OFFI CE LOCATI ON: Ki ng of

@ 3: 45: 1 8 PM

' .78 941 2 R =

SITE WALL

VING LT PA ASPHA

' .78 922 2 R =

+30 90'

+30 77'

DRAINAGE EASEMENT LINE

TEMPORARY CONSTRUCTION EASEMENT

USER NAME: BFi nkel stei n

FOR PARCEL 11 CLAIM BLOCK AND PLAT SEE SHEET 17 OF 18 FOR PARCEL 12 CLAIM BLOCK AND PLAT SEE SHEET 18 OF 18 11 BRANDYWINE OPERATING PARTNERSHIP, L.P.

40' WIDE DRAINAGE & SANITARY SEWER EASEMENT

FOR APPLICABLE RIGHT-OF-WAY AND EASEMENT NOTE(S) SEE SHEET 3 OF 18

NOTES: 3. BIKEWAY EASEMENT. AN EASEMENT FOR THE CONSTRUCTION, INSPECTION, MAINTENANCE, M

PROFESSIONAL

W EA ON L T

O

REGISTERED

C

CROSS OVERS BY MOTORISTS AT DRIVEWAY CROSSINGS. ALL CONSTRUCTION, INSPECTION,

REGISTERED

M

OF

RESPONSIBLE FOR THE PROJECT.

NWEAL T

H

AND PEDESTRIANS ONLY. NO MOTORIZED VEHICLES ARE PERMITTED EXCEPT FOR MINIMAL

O

F

PRIVATE PROPERTY LINES WERE NOT SURVEYED BY THE PROFESSIONAL LAND SURVEYOR

M

O

REPAIR, RECONSTRUCTION AND ALTERATION OF A BIKEWAY. THE BIKEWAY IS FOR BICYCLISTS

H

SUBDIVISON OR LOT PLANS, EXISTING TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA.

M

1. PRIVATE PROPERTY LINES ARE PLOTTED FROM THE DEED OF RECORD, RECORDED

CO

PROFESSIONAL

MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION IS THE RESPONSIBILITY OF CHRISTOPHER MICHAEL ZIVKOVICH

2. TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE

THE KING OF PRUSSIA DISTRICT. THE EASEMENT SHALL NOT PREVENT THE PROPERTY OWNER FROM MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL TO ITS USE FOR

EASEMENT IS REQUIRED ONLY UNTIL THE CONSTRUCTION OR WORK

BIKEWAY PURPOSES AS LONG AS THE PROPERTY OWNER OBTAINS PRIOR WRITTEN APPROVAL

INDICATED BY THE PLAN IS COMPLETED, UNLESS SOONER

FROM THE KING OF PRUSSIA DISTRICT.

RELINQUISHED BY THE DEPARTMENT.

SURVEY BOOK NO. 54894

ENGINEER

SCALE 0

25

LAND SURVEYOR

50 FEET

PE078898

P EN IA NSY VAN L

P

LAND AS NECESSARY DURING CONSTRUCTION OF THE PROJECT. THE

LAWRENCE EUGENE LESO, JR.

SU075315

A

DATE PLOTTED: 4/1 6/201 9

PLOT DRI VER: PENNONI -KOP-PENNDOT-FULL-PDF. PLTCFG

PEN TABLE: pennoni -penndot. tbl

MI CROSTATI ON WORKSPACE: PENNDOT-V8i

Pl ans\46Fi rstAve. PL5. dgn

MI CROSTATI ON VERSI ON: Mi croStati on V8i

58'

12'

FI LE NAME: . . . \ROW

SIDEWALK REMOVAL

+69

+68

PENNONIASSOCI ATES I NC.

LEGEND

SR G350 SECTION MTF R/W

30'

SIDEWALK TO BE REMOVED

EXISTING TREES

E LIN AY W OF HTRIG

I

E N

NS

A Y LV

N

COUNTY

ROUTE

SECTION

MONTGOMERY

SR G350

MTF R/W

DISTRICT

SHEET

MEETS AND BOUNDS 6-0 LINE L1

DISTANCE

BEARING N 7°39'20" W

LINE

238.16'

L13

S 72°08'08" W

119.96'

LINE L25

BEARING CURVE

DISTANCE

UPPER MERION TOWNSHIP REVISION NUMBER

119.80'

OF 18

REVISIONS

DATE

BY

RADIUS: 217.50'

L6 L7

L2

N 82°20'40" E

10.00'

L14

S 17°37'14" E

19.64'

L3

N 7°39'20" W

94.20'

L15

S 72°20'25" W

36.17'

L4

SANITARY SEWER

CURVE

341.02'

L16

S 17°58'37" E

27.33'

L17

S 14°01'40" E

13.59'

RADIUS: 1186.28'

EASEMENT L8

L5

N 1°23'39" W

470.80'

L6

N 88°36'21" E

163.65'

L10 SANITARY SEWER L5

DISTANCE

BEARING

10

EASEMENT

L7

L9 L11

L8

CURVE RADIUS: 145.00'

179.14'

CURVE

162.98'

L18

S 59°07'35" W

36.00'

L19

S 30°52'25" E

4.67'

L20

S 59°07'35" W

13.46'

L21

CURVE

120.40'

RADIUS: 205.00' L12

L13

1 VALLEY FORGE COLONIAL, LP

RADIUS: 217.50'

L9

S 66°09'42" E

88.00'

L22

N 89°28'59" W

14.30'

L10

N 75°20'18" E

634.00'

L23

CURVE RADIUS: 203.20'

49.14'

L11

S 2°47'02" E

200.06' L24

S 75°37'36" E

14.30'

L12

S 75°16'08" W

218.11'

L15 L14

L26

S 44°22'25" E

13.46'

L27

S 45°37'35" W

4.68'

L28

S 44°22'25" E

36.00'

L29

S 45°37'35" E

4.67'

L30

S 44°22'25" E

13.54'

L31

N 87°12'58" E

233.05'

L32

S 2°47'02" E

313.80'

L33

S 87°12'58" W

392.56'

L34

S 87°12'59" W

460.34'

L16 DECLARATION OF

L18

PROTECTIVE RESTRICTION

L17

* PROPERTY CLOSURE ERRORS ARE PRESENT WITHIN THE DEED.

L19 L20

L21

L22 L23

L4

1 L24 VALLEY FORGE COLONIAL, LLC

DRAINAGE & L25

SANITARY SEWER

DECLARATION OF PROTECTIVE

EASEMENT

RESTRICTION

TEMPORARY CONSTRUCTION EASEMENT (TCE #1)

L26 L27 L28 L30 L29

L31 SIDEWALK AND STAIRS TO BE REMOVED

L3 TREE TO BE REMOVED +30

+50

51' L2 +25

45'

45'

L32

+53

EASEMENT (TCE #2)

45'

+65

51' +50

+30

TEMPORARY CONSTRUCTION

45'

+53 40'

+65

45'

40'

LEGAL RIGHT-OF-WAY LINE

TR +25

REQUIRED BIKEWAY EASEMENT

30'

CONC SIDEWALK

6'

L1

30'

SANITARY SEWER EASEMENT

L33

L34

+53 SR G350 SURVEY & R/W 105

SR G350 FIRST AVE

106

30'

107

108

Y L N O

SR G350 FIRST AVE

SALVAGE AND RETURN SIGN TO OWNER

LIMIT OF AUTHORIZATION

SCALE 0

100

DETAIL

SEE DETAIL

SCALE

STA 105+25.00

200 FEET

SEG 0010 OFF 0525

0

25

50 FEET

SR G350 SEC MTF R/W UPPER MERION TWP MONTGOMERY COUNTY PRIVATE PROPERTY LINES ARE PLOTTED FROM THE DEED OF RECORD, RECORDED TEMPORARY CONSTRUCTION EASEMENT TCE 1 TCE 2 TOTAL

TAX MAP NO. 58-00-06847-00-7

120 SF 940 SF 1,060 SF

LEGEND

SUBDIVISION OR LOT PLANS, EXISTING TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA. PRIVATE PROPERTY LINES WERE NOT SURVEYED BY THE PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR THE PROJECT.

REQUIRED BIKEWAY EASEMENT THIS PROPERTY PLOT PLAN IS NOT TO BE SUBSTITUTED FOR A BOUNDARY SURVEY. BIKEWAY EASEMENT. AN EASEMENT FOR THE CONSTRUCTION, INSPECTION, MAINTENANCE,

RIGHT-OF-WAY CLAIM INFORMATION

REPAIR, RECONSTRUCTION AND ALTERATION OF A BIKEWAY. THE BIKEWAY IS FOR BICYCLISTS AND PEDESTRIANS ONLY. NO MOTORIZED VEHICLES ARE PERMITTED EXCEPT FOR MINIMAL

COMMONWEALTH OF PENNSYLVANIA - DEPARTMENT OF TRANSPORTATION STATE RTE.

G350

PARCEL NO.

MTF R/W

SEC. NO.

1

5

SHEET NO.

CLAIM NO.

CROSS OVERS BY MOTORISTS AT DRIVEWAY CROSSINGS. ALL CONSTRUCTION, INSPECTION,

COUNTY

MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION IS THE RESPONSIBILITY OF

-

THE KING OF PRUSSIA DISTRICT. THE EASEMENT SHALL NOT PREVENT THE PROPERTY OWNER

VALLEY FORGE COLONIAL, LLC

FROM MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL TO ITS USE FOR

QUEBEC STREET INVESTMENTS, INC.

BIKEWAY PURPOSES AS LONG AS THE PROPERTY OWNER OBTAINS PRIOR WRITTEN APPROVAL

PROPERTY OWNER(S) GRANTOR(S)

MONTGOMERY

FROM THE KING OF PRUSSIA DISTRICT.

ADVERSES

DATE OF RECORD

7/10/96

LEGAL R/W

CONSIDERATION

$1.00

EFFECTIVE

0.024

1,060

INDICATED BY THE PLAN IS COMPLETED, UNLESS SOONER

0.5883 18.4090

BIKEWAY EASEMENT

RELINQUISHED BY THE DEPARTMENT.

0.091

0

TOTAL RESIDUE

18.4090

RESIDUE LT

18.4090

RESIDUE RT

0

VERIFICATION DATE DRAWN BY

3,979

2/7/2018 PENNONI

CHRISTOPHER MICHAEL ZIVKOVICH

O

PROFESSIONAL

LAWRENCE EUGENE LESO, JR.

ENGINEER LAND SURVEYOR

SANITARY SEWER EASEMENT - PLAN RECORDED IN PLAN BOOK A-45 PG 53.

THIS APPEARS AS A 30 FT DRAINAGE, GENERAL UTILITY, AND SANITARY SEWER EASEMENT. DECLARATION OF PROTECTIVE RESTRICTION AS IN DEED BOOK 2933 3135 PG 439 AND

SCALE: AS SHOWN

PROFESSIONAL

W EA ON L T REGISTERED

C

TEMP. CONST. EASEMENT

M

VARIANCE THERE TO IN DEED BOOK 3829 PG 328.

PE078898

P EN IA NSY VAN L

P

TOTAL REQ'D R/W

0

LAND AS NECESSARY DURING CONSTRUCTION OF THE PROJECT. THE EASEMENT IS REQUIRED ONLY UNTIL THE CONSTRUCTION OR WORK

REGISTERED

M

SU075315

A

6/25/96

TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE

NWEAL T

F

DATE OF DEED

-

O

OF

CALCULATED

-

18.9973

M

H

2131

RIGHT OF WAY

SF

O

PAGE

DEED

-

REQUIRED AREA ACRE

H

DEED BOOK

5153

ACRE/SF

M

AREAS

CO

@ 3: 45: 1 9 PM

PROPERTY PLOT PLAN

OFFI CE LOCATI ON: Ki ng of USER NAME: BFi nkel stei n

DATE PLOTTED: 4/1 6/201 9

PLOT DRI VER: PENNONI -KOP-PENNDOT-FULL-PDF. PLTCFG

PEN TABLE: pennoni -penndot. tbl

MI CROSTATI ON WORKSPACE: PENNDOT-V8i

Pl ans\46Fi rstAve. RW1 . dgn

MI CROSTATI ON VERSI ON: Mi croStati on V8i

FI LE NAME: . . . \ROW

PENNONIASSOCI ATES I NC.

Prussi a,Pennsyl vani a

SALVAGE AND RELOCATE TRAFFIC SIGNS

I

E N

NS

A Y LV

N

COUNTY

ROUTE

SECTION

SHEET

MONTGOMERY

SR G350

MTF R/W

11 OF 18

DISTRICT

6-0 MEETS AND BOUNDS LINE

UPPER MERION TOWNSHIP

BEARING

DISTANCE

L1

S 88°40'50" W

164.15'

L12

S 88°01'07" E

14.30'

L2

N 01°19'10" W

313.80'

L13

CURVE RADIUS: 217.50'

120.40'

L3

S 88°40'50" W

233.05' L14

N 60°35'27" E

13.46'

L4

N 42°54'33" W

13.54' L15

N 29°24'33" W

4.67'

L5

S 47°05'27" W

4.67' L16

N 60°35'27" E

36.00'

L6

N 42°54'33" W

36.00' L17

N 12°33'48" W

13.59'

L7

N 47°05'27" E

4.68' L18

N 16°30'45" W

27.33'

L8

N 42°54'33" W

13.46' L19

N 73°48'17" E

36.17'

L9

CURVE

119.80' L20

N 16°09'22" W

19.64'

L22 L21 L20 L18

L19

L17 L16

RADIUS: 217.50'

LINE

BEARING

REVISION NUMBER

DISTANCE

REVISIONS

DATE

L14 L15

L13

L10

N 74°09'44" W

14.30'

L21

N 73°36'00" E

119.96'

L11

CURVE RADIUS: 203.20'

49.14'

L22

N 76°44'00" E

218.11'

L23

S 01°19'10" E

799.69'

L23 L12

* PROPERTY CLOSURE ERRORS ARE PRESENT WITHIN THE DEED.

3

L11

PARKVIEW TOWER ASSOCIATES, LP L10 L9 3 PARKVIEW TOWER ASSOCIATES, LP

L8 L7 L3

L6 L4 L5

L2

TEMPORARY CONSTRUCTION EASEMENT (TCE #2) +64

EXISTING SIGN & BOLLARDS TO REMAIN

+17

45'

+53 45' L1

50'

+95

TEMPORARY CONSTRUCTION EASEMENT (TCE #1)

45'

+53 40'

+64

+95

40'

40'

PLANT BED TO BE REMOVED

LEGAL RIGHT-OF-WAY LINE ASPHALT PAVING

REQUIRED BIKEWAY EASEMENT

SR G350 FIRST AVE

CONC SIDEWALK

6'

+55 45' +55

+53

SEE DETAIL SR G350 FIRST AVE

+17

40'

30'

30'

SALVAGE AND RETURN SIGN TO OWNER 108

109

110

Y L N O

DETAIL

SCALE 0

SCALE

100

200 FEET

0

25

50 FEET

TEMPORARY CONSTRUCTION EASEMENT TCE 1

510 SF

TCE 2 TOTAL

155 SF 665 SF

LEGEND REQUIRED BIKEWAY EASEMENT

TAX MAP NO. 50-00-06847-05-2 PRIVATE PROPERTY LINES ARE PLOTTED FROM THE DEED OF RECORD, RECORDED SUBDIVISION OR LOT PLANS, EXISTING TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA. PRIVATE PROPERTY LINES WERE NOT SURVEYED BY

RIGHT-OF-WAY CLAIM INFORMATION COMMONWEALTH OF PENNSYLVANIA - DEPARTMENT OF TRANSPORTATION G350 3

PROPERTY OWNER(S)

MTF R/W

THIS PROPERTY PLOT PLAN IS NOT TO BE SUBSTITUTED FOR A BOUNDARY SURVEY.

BIKEWAY EASEMENT. AN EASEMENT FOR THE CONSTRUCTION, INSPECTION, MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION OF A BIKEWAY. THE BIKEWAY IS FOR BICYCLISTS AND PEDESTRIANS ONLY. NO MOTORIZED VEHICLES ARE PERMITTED EXCEPT FOR MINIMAL

DATE OF RECORD

3/24/11

LEGAL R/W

$1.00

EFFECTIVE

TEMP. CONST. EASEMENT

665

0.015

0.1127 4.9552

0.040

0

TOTAL RESIDUE

4.9552

RESIDUE LT

4.9552

RESIDUE RT

0

1,742

PROFESSIONAL

FROM MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL TO ITS USE FOR BIKEWAY PURPOSES AS LONG AS THE PROPERTY OWNER OBTAINS PRIOR WRITTEN APPROVAL

BIKEWAY EASEMENT

REGISTERED

FROM THE KING OF PRUSSIA DISTRICT.

DRAWN BY

2/7/2018 PENNONI

W EA ON L T REGISTERED

PROFESSIONAL

LAWRENCE EUGENE LESO, JR.

ENGINEER LAND SURVEYOR

TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE LAND AS NECESSARY DURING CONSTRUCTION OF THE PROJECT. THE EASEMENT IS REQUIRED ONLY UNTIL THE CONSTRUCTION OR WORK INDICATED BY THE PLAN IS COMPLETED, UNLESS SOONER

SCALE: AS SHOWN

M

CHRISTOPHER MICHAEL ZIVKOVICH

PE078898

VERIFICATION DATE

M O

THE KING OF PRUSSIA DISTRICT. THE EASEMENT SHALL NOT PREVENT THE PROPERTY OWNER

NWEAL T

RELINQUISHED BY THE DEPARTMENT.

P EN IA NSY VAN L

P

TOTAL REQ'D R/W

0

MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION IS THE RESPONSIBILITY OF

O

SU075315

A

ADVERSES

-

M

F

3/22/11

-

5.0679

CROSS OVERS BY MOTORISTS AT DRIVEWAY CROSSINGS. ALL CONSTRUCTION, INSPECTION,

OF

CALCULATED

RIGHT OF WAY

SF

H

DEED

-

REQUIRED AREA ACRE

O

00775

ACRE/SF

H

5796

DATE OF DEED

CONSIDERATION

CLAIM NO.

PARKVIEW TOWER ASSOCIATES, L.P.

AREAS PAGE

5

SHEET NO.

COUNTY

1100 FIRST AVENUE ASSOCIATES, L.P.

GRANTOR(S)

DEED BOOK

MONTGOMERY

C

PARCEL NO.

SEC. NO.

M

STATE RTE.

THE PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR THE PROJECT.

CO

@ 3: 45: 21PM

PROPERTY PLOT PLAN

OFFI CE LOCATI ON: Ki ng of USER NAME: BFi nkel stei n

DATE PLOTTED: 4/1 6/201 9

PLOT DRI VER: PENNONI -KOP-PENNDOT-FULL-PDF. PLTCFG

PEN TABLE: pennoni -penndot. tbl

MI CROSTATI ON WORKSPACE: PENNDOT-V8i

Pl ans\46Fi rstAve. RW3. dgn

MI CROSTATI ON VERSI ON: Mi croStati on V8i

FI LE NAME: . . . \ROW

PENNONIASSOCI ATES I NC.

Prussi a,Pennsyl vani a

SR G350 SURVEY & R/W

I

E N

NS

A Y LV

N

BY

COUNTY

ROUTE

SECTION

MONTGOMERY

SR G350

MTF R/W

DISTRICT

6-0

MEETS AND BOUNDS

SHEET

12

OF 18

UPPER MERION TOWNSHIP LINE

DISTANCE

BEARING

L1

N 06°25'30" E

10.18'

L2

N 07°00'45" E

182.29'

L3

S 82°59'59" E

151.14'

L4

N 07°00'45" E

213.44'

L5

S 60°08'40" E

104.58'

L6

N 29°51'20" E

266.00'

L7

S 60°08'40" E

100.00'

L8

N 29°51'20" E

50.00'

L9

N 76°00'00" E

65.00'

L10

N 59°51'20" E

325.04'

L11

S 31°22'50" E

220.00'

L12

S 59°51'20" W

752.52'

L13

S 00°01'20" W

170.00'

L14

N 89°58'40" W

342.06'

REVISION NUMBER

REVISIONS

DATE

L10 L11

L9 L8

L7

L6 5 ALISUE LLC & ANEFF, LLC

L12

* PROPERTY CLOSURE ERRORS ARE PRESENT WITHIN THE DEED. L4

LEGA L RI GHTLINE OF-W FOR AY TOWN SHIP RD

MOOR E

RD ( T-10 2)

L5

)

L3

L13 L1 L14

MOOR E

SR G350 FIRST AVE

SEE DETAIL +97 61'

ALISUE LLC & ANEFF, LLC

TEMPORARY CONSTRUCTION EASEMENT (TCE #2)

TJB

3' CO V.

RD ( T-10 2

L2

5

UP

+98

+10

+53

95'

95'

+09

80' +10

+78

TCE #1

80'

80'

80'

+53 80'

EJB

+04 T

EJB EJB

61'

61'

ASPHALT PAVING

10'

TS

+78

PROPERTY PLOT PLAN TYPE 4 CURB RAMP SCALE

PS

REQUIRED BIKEWAY EASEMENT

EJB

0

100

+09

200 FEET TREE TO BE REMOVED UB

3' COV .

SIDEWALK TO BE REMOVED

W

118

O N L Y

FO

Prussi a,Pennsyl vani a

BITUMINOU S 119

120

121

SR G350 SURVEY & R/W *LEGAL RIGHT-OF-WAY

TEMPORARY CONSTRUCTION EASEMENT

FIRST AVENUE MOORE ROAD

0.2640 ACRE 0.0579 ACRE

TCE 1

1,545 SF

TOTAL

0.3219 ACRES

TCE 2 TOTAL

645 SF 2,190 SF

12 D.I. DEPTH UNKNOWN

DETAIL

LEGEND

SCALE 0

25

50 FEET REQUIRED BIKEWAY EASEMENT

TAX MAP NO. 58-00-06832-10-3 PRIVATE PROPERTY LINES ARE PLOTTED FROM THE DEED OF RECORD, RECORDED SUBDIVISION OR LOT PLANS, EXISTING TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA. PRIVATE PROPERTY LINES WERE NOT SURVEYED BY

RIGHT-OF-WAY CLAIM INFORMATION COMMONWEALTH OF PENNSYLVANIA - DEPARTMENT OF TRANSPORTATION

SHEET NO.

AREAS

BIKEWAY EASEMENT. AN EASEMENT FOR THE CONSTRUCTION, INSPECTION, MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION OF A BIKEWAY. THE BIKEWAY IS FOR BICYCLISTS

ADVERSES

DATE OF RECORD

1/31/12

LEGAL R/W

$5.2 M

EFFECTIVE

-

0

THE KING OF PRUSSIA DISTRICT. THE EASEMENT SHALL NOT PREVENT THE PROPERTY OWNER

TEMP. CONST. EASEMENT

0.050

2,190

BIKEWAY EASEMENT

0.316

13,745

0

TOTAL RESIDUE

5.3714

RESIDUE LT

5.3714

RESIDUE RT

0

FROM MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL TO ITS USE FOR BIKEWAY PURPOSES AS LONG AS THE PROPERTY OWNER OBTAINS PRIOR WRITTEN APPROVAL

*0.3219 5.3714

MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION IS THE RESPONSIBILITY OF

VERIFICATION DATE DRAWN BY

SCALE: AS SHOWN

2/7/2018 PENNONI

FROM THE KING OF PRUSSIA DISTRICT.

M

O

NWEAL T

REGISTERED

M M

PROFESSIONAL

CHRISTOPHER MICHAEL ZIVKOVICH

W EA ON L T REGISTERED

PROFESSIONAL

LAWRENCE EUGENE LESO, JR.

ENGINEER LAND SURVEYOR

TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE LAND AS NECESSARY DURING CONSTRUCTION OF THE PROJECT. THE EASEMENT IS REQUIRED ONLY UNTIL THE CONSTRUCTION OR WORK INDICATED BY THE PLAN IS COMPLETED, UNLESS SOONER RELINQUISHED BY THE DEPARTMENT.

PE078898

P EN IA NSY VAN L

P

TOTAL REQ'D R/W

-

5.6933

CROSS OVERS BY MOTORISTS AT DRIVEWAY CROSSINGS. ALL CONSTRUCTION, INSPECTION,

F

1/24/12

RIGHT OF WAY

SF

OF

CALCULATED

REQUIRED AREA ACRE

H

DEED

5.693

O

00675

ACRE/SF

AND PEDESTRIANS ONLY. NO MOTORIZED VEHICLES ARE PERMITTED EXCEPT FOR MINIMAL

H

5826

DATE OF DEED

CONSIDERATION

CLAIM NO.

ARKEMA INC. RETIREMENT BENEFITS PLAN TRUST

GRANTOR(S)

PAGE

THIS PROPERTY PLOT PLAN IS NOT TO BE SUBSTITUTED FOR A BOUNDARY SURVEY.

-

ALISUE LLC & ANEFF, LLC

PROPERTY OWNER(S)

DEED BOOK

6 & 7

COUNTY

SU075315

A

5

MONTGOMERY

O

PARCEL NO.

MTF R/W

SEC. NO.

C

G350

M

STATE RTE.

THE PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR THE PROJECT.

CO

@ 3: 45: 23 PM

OFFI CE LOCATI ON: Ki ng of USER NAME: BFi nkel stei n

DATE PLOTTED: 4/1 6/201 9

PLOT DRI VER: PENNONI -KOP-PENNDOT-FULL-PDF. PLTCFG

PEN TABLE: pennoni -penndot. tbl

MI CROSTATI ON WORKSPACE: PENNDOT-V8i

Pl ans\46Fi rstAve. RW5. dgn

MI CROSTATI ON VERSI ON: Mi croStati on V8i

FI LE NAME: . . . \ROW

3' COV .

SR G350 F IRST AVE

W

PENNONIASSOCI ATES I NC.

30'

LEGAL RIGHT-OF-WAY LINE

I

E N

NS

A Y LV

N

BY

COUNTY

ROUTE

SECTION

MONTGOMERY

SR G350

MTF R/W

DISTRICT

6-0

SHEET

13

OF 18

UPPER MERION TOWNSHIP REVISION NUMBER

REVISIONS

DATE

MEETS AND BOUNDS LINE

DISTANCE

BEARING

SEE DETAIL BELOW

SR G350 FIRST AVE

L1

S 0°01'20" W

600.00'

L2

N 89°58'40" W

327.47'

L3

N 0°23'40" E

106.35'

L4

N 6°25'30" E

496.75'

L5

S 89°58'40" E

271.38'

L5

* PROPERTY CLOSURE ERRORS ARE PRESENT WITHIN THE DEED.

L4

L1

6 AMERICAN BAPTIST HOME MISSION SOCIETY CONC UTILITY POLE BASE TO REMAIN SR G350 SURVEY & R/W

O N L Y

W

118

119

120

L3

121

N88°33'28" E +91

L2

SR G350 FIRST AVE

SIDEWALK TO BE REMOVED

30' T

+66

+31

BITUMINOUS

30'

50' TYPE 4 CURB RAMP LEGAL RIGHT-OF-WAY LINE 10

+66 46'

'

ASPHALT PAVING REQUIRED BIKEWAY EASEMENT

PROPERTY PLOT PLAN

+31 +66

54' SCALE 0

100

50' 200 FEET

+66

+87 65'

54'

+31 65'

TEMPORARY CONSTRUCTION EASEMENT

AMERICAN BAPTIST HOME MISSION SOCIETY

DETAIL SCALE 0

25

LEGEND

50 FEET

REQUIRED BIKEWAY EASEMENT

TAX MAP NO. 58-00-06834-00-7 PRIVATE PROPERTY LINES ARE PLOTTED FROM THE DEED OF RECORD, RECORDED SUBDIVISION OR LOT PLANS, EXISTING TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA. PRIVATE PROPERTY LINES WERE NOT SURVEYED BY

RIGHT-OF-WAY CLAIM INFORMATION

THE PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR THE PROJECT.

COMMONWEALTH OF PENNSYLVANIA - DEPARTMENT OF TRANSPORTATION STATE RTE.

G350

PARCEL NO.

SEC. NO.

6

PROPERTY OWNER(S)

SHEET NO.

MTF R/W 6 & 7

MONTGOMERY

CLAIM NO.

THIS PROPERTY PLOT PLAN IS NOT TO BE SUBSTITUTED FOR A BOUNDARY SURVEY.

COUNTY -

BIKEWAY EASEMENT. AN EASEMENT FOR THE CONSTRUCTION, INSPECTION, MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION OF A BIKEWAY. THE BIKEWAY IS FOR BICYCLISTS

AMERICAN BAPTIST HOME MISSION SOCIETY

AND PEDESTRIANS ONLY. NO MOTORIZED VEHICLES ARE PERMITTED EXCEPT FOR MINIMAL

1075 FIRST GLOBAL ASSOCIATES, LLC

GRANTOR(S)

CROSS OVERS BY MOTORISTS AT DRIVEWAY CROSSINGS. ALL CONSTRUCTION, INSPECTION,

ADVERSES

DATE OF RECORD

6/9/17

LEGAL R/W

CONSIDERATION

$6.5 M

EFFECTIVE

TOTAL RESIDUE

138

0.003

0.1881 4.0000

BIKEWAY EASEMENT

4.0000

RESIDUE LT

0

RESIDUE RT

4.0000

VERIFICATION DATE DRAWN BY

2/7/2018 PENNONI

O

PROFESSIONAL

CHRISTOPHER MICHAEL ZIVKOVICH

LAWRENCE EUGENE LESO, JR. LAND SURVEYOR

TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE LAND AS NECESSARY DURING CONSTRUCTION OF THE PROJECT. THE EASEMENT IS REQUIRED ONLY UNTIL THE CONSTRUCTION OR WORK INDICATED BY THE PLAN IS COMPLETED, UNLESS SOONER RELINQUISHED BY THE DEPARTMENT.

SCALE: AS SHOWN

REGISTERED

ENGINEER

9,165

0

PROFESSIONAL

W EA ON L T

BIKEWAY PURPOSES AS LONG AS THE PROPERTY OWNER OBTAINS PRIOR WRITTEN APPROVAL FROM THE KING OF PRUSSIA DISTRICT.

0.210

M C

FROM MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL TO ITS USE FOR

REGISTERED

M

PE078898

P EN IA NSY VAN L

P

TOTAL REQ'D R/W

TEMP. CONST. EASEMENT

THE KING OF PRUSSIA DISTRICT. THE EASEMENT SHALL NOT PREVENT THE PROPERTY OWNER

NWEAL T

SU075315

A

6/7/17

-

O

OF

0

DATE OF DEED

-

M

F

CALCULATED

RIGHT OF WAY

MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION IS THE RESPONSIBILITY OF

H

02957

-

SF

O

PAGE

DEED

4.1881

REQUIRED AREA ACRE

H

DEED BOOK

6047

ACRE/SF

M

AREAS

CO

@ 3: 45: 25 PM

6

OFFI CE LOCATI ON: Ki ng of USER NAME: BFi nkel stei n

DATE PLOTTED: 4/1 6/201 9

PLOT DRI VER: PENNONI -KOP-PENNDOT-FULL-PDF. PLTCFG

PEN TABLE: pennoni -penndot. tbl

MI CROSTATI ON WORKSPACE: PENNDOT-V8i

Pl ans\46Fi rstAve. RW6. dgn

MI CROSTATI ON VERSI ON: Mi croStati on V8i

FI LE NAME: . . . \ROW

PENNONIASSOCI ATES I NC.

Prussi a,Pennsyl vani a

RIP RAP TO BE REMOVED

I

E N

NS

A Y LV

N

BY

COUNTY

ROUTE

SECTION

SHEET

MONTGOMERY

SR G350

MTF R/W

14 OF 18

DISTRICT

6-0

UPPER MERION TOWNSHIP REVISION NUMBER

SR G350 SURVEY & R/W 121

122

REVISIONS

DATE

123

L4

12 D.I. DEPTH UNKNOWN

+66

SIDEWALK TO BE REMOVED

30'

SR G350 FIRST AVE

T

T

LEGAL RIGHT-OF-WAY LIN E

+02 T

WV

EJB

30'

10'

MEETS AND BOUNDS TYPE 4 CURB RAMP

+02 LINE

38'

BEARING

DISTANCE

L1

S 00째01'20" W

410.00'

L2

N 89째58'40" W

236.85'

L3

N 00째01'20" E

410.00'

L4

S 89째58'40" E

236.85'

+02 SALVAGE AND RELOCATE SIGN

46'

+20 38' +20

+66

+66

50'

46'

+16

TEMPORARY CONSTRUCTION EASEMENT (TCE #2)

40'

54'

+20

+66

46'

54'

+16 +16

40'

* PROPERTY CLOSURE ERRORS ARE PRESENT WITHIN THE DEED.

46' REQUIRED BIKEWAY EASEMENT TEMPORARY CONSTRUCTION EASEMENT (TCE #1)

7 1045 FIRST AVENUE PARTNERS, L.P.

L3 NOTES: L1

PRIVATE PROPERTY LINES ARE PLOTTED FROM THE DEED OF RECORD, RECORDED SUBDIVISION OR LOT PLANS, EXISTING TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA. PRIVATE PROPERTY LINES WERE NOT SURVEYED BY THE PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR THE PROJECT.

THIS PROPERTY PLOT PLAN IS NOT TO BE SUBSTITUTED FOR A BOUNDARY SURVEY. BIKEWAY EASEMENT. AN EASEMENT FOR THE CONSTRUCTION, INSPECTION, MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION OF A BIKEWAY. THE BIKEWAY IS FOR BICYCLISTS AND PEDESTRIANS ONLY. NO MOTORIZED VEHICLES ARE PERMITTED EXCEPT FOR MINIMAL CROSS OVERS BY MOTORISTS AT DRIVEWAY CROSSINGS. ALL CONSTRUCTION, INSPECTION, MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION IS THE RESPONSIBILITY OF FROM MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL TO ITS USE FOR BIKEWAY PURPOSES AS LONG AS THE PROPERTY OWNER OBTAINS PRIOR WRITTEN APPROVAL FROM THE KING OF PRUSSIA DISTRICT. TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE LAND AS NECESSARY DURING CONSTRUCTION OF THE PROJECT. THE EASEMENT IS REQUIRED ONLY UNTIL THE CONSTRUCTION OR WORK INDICATED BY THE PLAN IS COMPLETED, UNLESS SOONER RELINQUISHED BY THE DEPARTMENT.

*TEMPORARY CONSTRUCTION EASEMENT TCE 1

1203 SF

TCE 2

659 SF

TOTAL

1,862 TOTAL

LEGEND REQUIRED BIKEWAY EASEMENT

TAX MAP NO. 58-00-06841-00-4

RIGHT-OF-WAY CLAIM INFORMATION COMMONWEALTH OF PENNSYLVANIA - DEPARTMENT OF TRANSPORTATION

PROPERTY OWNER(S)

-

L2

1045 CENTRE, L.P.

5552

DATE OF RECORD

5/2/05

LEGAL R/W

CONSIDERATION

$1.6 M

EFFECTIVE

TOTAL RESIDUE

-

-

TEMP. CONST. EASEMENT

0.043

1,862

DETAIL

0

SCALE

7106 90,003

BIKEWAY EASEMENT

0

0.071

3,106

0 90,003

RESIDUE LT

0

RESIDUE RT

90,003

25

O

NWEAL T

REGISTERED

PROFESSIONAL

DRAWN BY

SCALE: AS SHOWN

2/7/2018 PENNONI

M

CHRISTOPHER MICHAEL ZIVKOVICH

W EA ON L T REGISTERED

PROFESSIONAL

LAWRENCE EUGENE LESO, JR.

50 FEET ENGINEER LAND SURVEYOR

PE078898

VERIFICATION DATE

M

P EN IA NSY VAN L

P

TOTAL REQ'D R/W

RIGHT OF WAY

97109

M

OF

ADVERSES

SF

H

CALCULATED

REQUIRED AREA ACRE

F

4/29/05

DEED

97,095

O

1823

ACRE/SF

H

DATE OF DEED

CLAIM NO.

COUNTY

1045 FIRST AVENUE PARTNERS, L.P.

AREAS PAGE

7

SHEET NO.

GRANTOR(S)

DEED BOOK

MONTGOMERY

SU075315

A

7

MTF R/W

O

PARCEL NO.

SEC. NO.

C

G350

M

STATE RTE.

CO

@ 3: 45: 28 PM

OFFI CE LOCATI ON: Ki ng of USER NAME: BFi nkel stei n

DATE PLOTTED: 4/1 6/201 9

PLOT DRI VER: PENNONI -KOP-PENNDOT-FULL-PDF. PLTCFG

PEN TABLE: pennoni -penndot. tbl

MI CROSTATI ON WORKSPACE: PENNDOT-V8i

Pl ans\46Fi rstAve. RW7. dgn

MI CROSTATI ON VERSI ON: Mi croStati on V8i

FI LE NAME: . . . \ROW

PENNONIASSOCI ATES I NC.

Prussi a,Pennsyl vani a

THE KING OF PRUSSIA DISTRICT. THE EASEMENT SHALL NOT PREVENT THE PROPERTY OWNER

I

E N

NS

A Y LV

N

BY

COUNTY

ROUTE

SECTION

SHEET

MONTGOMERY

SR G350

MTF R/W

15 OF 18

DISTRICT

6-0

UPPER MERION TOWNSHIP REVISION NUMBER

REVISIONS

DATE

BY

MEETS AND BOUNDS PI STA 132+78.52 LINE

BEARING

DISTANCE

L1

N 00째01'20" E

170.00'

L2

N 59째51'20" E

752.52'

R= 2864.78'

L3

S 31째22'50" E

640.00'

E= 14.63' PC STA 129+88.68

L4

CURVE

104.11'

T= 289.84'

L2

L= 577.72'

L3

8

8

ALISUE LLC & ANEFF, LLC

PT STA 135+66.40

ALISUE LLC & ANEFF, LLC

RADIUS: 2864.79'

TEMPORARY L5

S 89째58'40" W

880.00'

CONSTRUCTION EASEMENT (TCE #3) MATCHLINE BELOW

* PROPERTY CLOSURE ERRORS ARE PRESENT WITHIN THE DEED. L1

SR G350 FIRST AVE

L5

L4

+40

+40

+25

65'

80'

+54

80'

55' +40

+25

+40

REQUIRED BIKEWAY EASEMENT

55'

65'

56'

+54

+30

45'

65' CONC SIDEWALK

+70 +69

45' TO BE REMOVED

42'

55'

42'

EXISTING GUIDERAIL

+70

+30

+76 30'

R = 2822.78' CONCRETE CURB

SEE DETAIL BELOW

PROPERTY PLOT PLAN

CURB ETE R C N CO

TYPE 4 CURB RAMP REMOVE SIDEWALK

0

100

129

200 FEET

SALVAGE BUS SHELTER AND

SR G350U FIRST AVE

SCALE

RELOCATE TO OWNER

130

131

BITUMINOUS

8 TEMPORARY CONSTRUCTION EASEMENT (TCE #1) +09

ALISUE LLC & ANEFF, LLC

TEMPORARY

80'

CONSTRUCTION

TREES TO BE

D . OWNE CUST

+75

+59

REMOVED

TREES TO BE

80'

ASPHALT PAVING

'

61' +45

+75

55'

TYPE 4 CURB RAMP

12

+52

+00

61'

56'

65'

MATCHLINE ABOVE

55' REQUIRED BIKEWAY EASEMENT 3' COV .

ASPHALT PAVING

LEGAL RIGHT-OF-WAY LIN E UB

REMOVE SIDEWALK

30' 121

SALVAGE BUS SHELTER

SR G350 FIRST AVE

122

REMOVE SIDEWALK

AND RETURN TO OWNER

124

TYPE 4 CURB RAMP

RETURN TO OWNER 126

125

12 D.I. DEPTH UNKNOWN

WV

127

128

12 D. I . DE PT H UNKNOWN

SR G350 SURVEY & R /W

T

WN

T

BITUMINOUS

SALVAGE SIGN AND

123

PRIVATE PROPERTY LINES ARE PLOTTED FROM THE DEED OF RECORD, RECORDED SUBDIVISION OR LOT PLANS, EXISTING TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA. PRIVATE PROPERTY LINES WERE NOT SURVEYED BY

COMMONWEALTH OF PENNSYLVANIA - DEPARTMENT OF TRANSPORTATION

AREAS

BIKEWAY EASEMENT. AN EASEMENT FOR THE CONSTRUCTION, INSPECTION, MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION OF A BIKEWAY. THE BIKEWAY IS FOR BICYCLISTS

ADVERSES

DATE OF RECORD

1/31/12

LEGAL R/W

$5.2 M

EFFECTIVE

-

-

TEMP. CONST. EASEMENT

0.135

5,876

BIKEWAY EASEMENT

6.7953

RESIDUE LT

6.7953

RESIDUE RT

0

MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION IS THE RESPONSIBILITY OF FROM MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL TO ITS USE FOR BIKEWAY PURPOSES AS LONG AS THE PROPERTY OWNER OBTAINS PRIOR WRITTEN APPROVAL

0.749

32,640

0

TOTAL RESIDUE

VERIFICATION DATE DRAWN BY

SCALE: AS SHOWN

UN M

THE KING OF PRUSSIA DISTRICT. THE EASEMENT SHALL NOT PREVENT THE PROPERTY OWNER

0.6716 6.7953

CROSS OVERS BY MOTORISTS AT DRIVEWAY CROSSINGS. ALL CONSTRUCTION, INSPECTION,

2/7/2018 PENNONI

FROM THE KING OF PRUSSIA DISTRICT. TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE LAND AS NECESSARY DURING CONSTRUCTION OF THE PROJECT. THE EASEMENT IS REQUIRED ONLY UNTIL THE CONSTRUCTION OR WORK INDICATED BY THE PLAN IS COMPLETED, UNLESS SOONER RELINQUISHED BY THE DEPARTMENT.

TEMPORARY CONSTRUCTION EASEMENT TCE 1 2,675 SF TCE 2 TCE 3 TOTAL

2,876 SF 325 SF 5,876 SF

O

NWEAL T

REGISTERED

M M

PROFESSIONAL

CHRISTOPHER MICHAEL ZIVKOVICH

W EA ON L T REGISTERED

PROFESSIONAL

LAWRENCE EUGENE LESO, JR.

ENGINEER LAND SURVEYOR

PE078898

P EN IA NSY VAN L

P

TOTAL REQ'D R/W

0

SF

F

1/24/12

AND PEDESTRIANS ONLY. NO MOTORIZED VEHICLES ARE PERMITTED EXCEPT FOR MINIMAL

REQUIRED AREA ACRE RIGHT OF WAY

50 FEET

OF

CALCULATED

7.467

25

H

DEED

7.467

0

O

00675

ACRE/SF

SCALE

H

5826

DATE OF DEED

CONSIDERATION

CLAIM NO.

ARKEMA INC. RETIREMENT BENEFITS PLAN TRUST

GRANTOR(S)

PAGE

THIS PROPERTY PLOT PLAN IS NOT TO BE SUBSTITUTED FOR A BOUNDARY SURVEY.

-

ALISUE LLC & ANEFF, LLC

PROPERTY OWNER(S)

DEED BOOK

7 & 8

REQUIRED BIKEWAY EASEMENT

SU075315

A

SHEET NO.

COUNTY

O

8

MONTGOMERY

8

PARCEL NO.

MTF R/W

SEC. NO.

M

G350

DETAIL

THE PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR THE PROJECT.

CO

STATE RTE.

LEGEND

C.I . D EP TH

RIGHT-OF-WAY CLAIM INFORMATION

KN O

TAX MAP NO. 58-00-06832-00-4

C

+09

30'

Prussi a,Pennsyl vani a @ 3: 45: 31PM

OFFI CE LOCATI ON: Ki ng of USER NAME: BFi nkel stei n

DATE PLOTTED: 4/1 6/201 9

PLOT DRI VER: PENNONI -KOP-PENNDOT-FULL-PDF. PLTCFG

PEN TABLE: pennoni -penndot. tbl

MI CROSTATI ON WORKSPACE: PENNDOT-V8i

80'

'

Pl ans\46Fi rstAve. RW8. dgn

+00

+93

10

REMOVED

+45 80'

80'

TREE TO BE

MI CROSTATI ON VERSI ON: Mi croStati on V8i

+93 80'

+59

FI LE NAME: . . . \ROW

80'

REMOVED

+52

ASPHALT PAVING

PENNONIASSOCI ATES I NC.

EASEMENT (TCE #2)

I

E N

NS

A Y LV

N

COUNTY

ROUTE

SECTION

MONTGOMERY

SR G350

MTF R/W

DISTRICT

6-0 SR G350 SURVEY & R/W

128

REVISIONS

DATE

139.35'

L2

S 00°01'20" W

552.72' 360.05'

L4

N 32°23'20" W

264.25'

L5

CURVE

84.74'

R = 20'

C.I . D EP TH

N 57°36'40" W

TYPE 4 CURB RAMP SIDEWALK TO BE REMOVED +09

ASPH ALT PAVI NG

L6

TJB

30' LEGAL RIGHT-OF-WAY LINE

CHAIN LINK AND POSTS TO BE REMOVED

8

L3

SR G350 FIRST AVE

10'

S 89°58'40" E

KN O

L1

UN

DISTANCE

WN

L1

BEARING

+95

RADIUS: 150.00'

TREES TO BE REMOVED

55' N 00°01'20" E

56.47'

REQUIRED BIKEWAY

* PROPERTY CLOSURE ERRORS ARE PRESENT WITHIN THE DEED.

65'

' 7 6 .

N 3 6 3 ' 0 ° 5 2

4 )

L5

4 5

"

EASEMENT

+09 E

L6

OF 18

129

MEETS AND BOUNDS LINE

16

UPPER MERION TOWNSHIP REVISION NUMBER

TYPE 4 CURB RAMP

SHEET

E X .

E A 2 S 0 E ' M E W N I T D E

T

-

1 0

D R A I N A G E

P A

R K

A

V E

(

MATCHLINE BELOW

10 L2 JOLLY, LLC L2

L4

NOTES: PRIVATE PROPERTY LINES ARE PLOTTED FROM THE DEED OF RECORD, RECORDED SUBDIVISION OR LOT PLANS, EXISTING TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA. PRIVATE PROPERTY LINES WERE NOT SURVEYED BY

L E E G X A .

U L T 2 I R 0 L / ' I W T W Y L I I D E N E A E S D E R M A E I N N T A G E A N D

L3

10 JOLLY, LLC

THE PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR THE PROJECT. THIS PROPERTY PLOT PLAN IS NOT TO BE SUBSTITUTED FOR A BOUNDARY SURVEY. BIKEWAY EASEMENT. AN EASEMENT FOR THE CONSTRUCTION, INSPECTION, MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION OF A BIKEWAY. THE BIKEWAY IS FOR BICYCLISTS AND PEDESTRIANS ONLY. NO MOTORIZED VEHICLES ARE PERMITTED EXCEPT FOR MINIMAL MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION IS THE RESPONSIBILITY OF THE KING OF PRUSSIA DISTRICT. THE EASEMENT SHALL NOT PREVENT THE PROPERTY OWNER FROM MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL TO ITS USE FOR BIKEWAY PURPOSES AS LONG AS THE PROPERTY OWNER OBTAINS PRIOR WRITTEN APPROVAL FROM THE KING OF PRUSSIA DISTRICT. UTILITY AND DRAINAGE EASEMENTS - AS SHOWN ON THE LAND DEVELOPMENT PLAN FOR RITTER INC. APPROVED BY UPPER MERION TOWNSHIP ON MARCH 25TH, 1999.

LEGAL RIGHT-OF-WAY FIRST AVENUE PARK AVENUE

0.0960 ACRE 0.2196 ACRE

TOTAL

0.3156 ACRE

* INCLUDES DRAINAGE EASEMENT = 552 SF TAX MAP NO. 58-00-14386-00-1

* INCLUDES DRAINAGE & UTILITY EASEMENT = 1,347 SF

RIGHT-OF-WAY CLAIM INFORMATION COMMONWEALTH OF PENNSYLVANIA - DEPARTMENT OF TRANSPORTATION G350 10

8

SHEET NO.

LEGAL R/W EFFECTIVE

TOTAL RESIDUE

-

-

TEMP. CONST. EASEMENT

-

-

0

25

50 FEET

2.3195 0 0.3156 2.0039 0 2.0039

RESIDUE LT

0

RESIDUE RT

2.0039

O

NWEAL T

REGISTERED

M M

PROFESSIONAL

CHRISTOPHER MICHAEL ZIVKOVICH

BIKEWAY EASEMENT

* 0.068

2,962

MATCHLINE ABOVE

DRAWN BY

SCALE: AS SHOWN

PENNONI

REGISTERED

LAWRENCE EUGENE LESO, JR.

ENGINEER LAND SURVEYOR

PE078898

VERIFICATION DATE 2/7/2018

W EA ON L T

PROFESSIONAL

P EN IA NSY VAN L

P

TOTAL REQ'D R/W

RIGHT OF WAY

M

SU075315

A

$2.5 M

ADVERSES

SCALE

SF

OF

02/6/17

CALCULATED

REQUIRED AREA ACRE

F

01/27/17

DEED

-

H

02926

ACRE/SF

O

CONSIDERATION

6032

H

DATE OF RECORD

DETAIL

O

AREAS

DATE OF DEED

-

MINTZ MANAGEMENT, LLC

GRANTOR(S)

PAGE

CLAIM NO.

COUNTY

JOLLY, LLC

PROPERTY OWNER(S)

DEED BOOK

MONTGOMERY

C

PARCEL NO.

MTF R/W

SEC. NO.

M

STATE RTE.

L3

CO

@ 3: 45: 38 PM

OFFI CE LOCATI ON: Ki ng of USER NAME: BFi nkel stei n

DATE PLOTTED: 4/1 6/201 9

PLOT DRI VER: PENNONI -KOP-PENNDOT-FULL-PDF. PLTCFG

PEN TABLE: pennoni -penndot. tbl

MI CROSTATI ON WORKSPACE: PENNDOT-V8i

Pl ans\46Fi rstAve. RW1 0. dgn

MI CROSTATI ON VERSI ON: Mi croStati on V8i

FI LE NAME: . . . \ROW

PENNONIASSOCI ATES I NC.

Prussi a,Pennsyl vani a

CROSS OVERS BY MOTORISTS AT DRIVEWAY CROSSINGS. ALL CONSTRUCTION, INSPECTION,

I

E N

NS

A Y LV

N

BY

COUNTY

ROUTE

SECTION

SHEET

MONTGOMERY

SR G350

MTF R/W

17 OF 18

DISTRICT

6-0

UPPER MERION TOWNSHIP REVISION NUMBER

REVISIONS

DATE

PI STA 132+78.52

PT

T= 289.84' L= 577.72'

136

+69

R= 2864.78' E= 14.63' PC STA 129+88.68 135

PT STA 135+66.40

30'

E LIN AY W OF HTRIG L A LEG SIDEWALK TO BE REMOVED

PC

134

TYPE 4 CURB RAMP

133

R/W SR G350 SURVEY &

U

TREES TO BE REMOVED

132

129

130

K WAL SID NG E T AVI RE P C N T CO HAL ASP

TREES TO BE REMOVED

+69 58'

131 SIDEWALK TO BE REMOVED SIDEWALK TO BE REMOVED

5' UTILITY EASEMENT

+09

VE FIRST A SR G350

EXISTING FIRE HYDRANT TO REMAIN

TREES TO BE REMOVED

30'

PLANT BED TO BE REMOVED

SALVAGE BUS SHELTER AND RETURN TO OWNER

ENT EASEM EWAY TY & K I B UTILI RED I E U D Q I E W R NT 35' ASEME AGE E N I A R D

TYPE 4 CURB RAMP

OF-WAY LINE LEGAL RIGHTTREE TO BE REMOVED

58'

65' +15

+04

SITE WALL

77'

77'

1.78' R = 294

+30

70'

40' WIDE DRAINAGE & SANITARY SEWER EASEMENT

90'

4.78' R = 295

UTILITY & DRAINAGE

5' WIDE UTILITY

EASEMENT

70'

+75

+30

EXISTING

+09

CONSTRUCTION EASEMENT (TCE #2)

R = 2929.78'

R = 2934.78'

65'

77'

TEMPORARY

77'

SITE WALL

+09

' .78 941 2 R =

VING LT PA ASPHA

+15

12'

PAVING

+68

+75

12'

ASPHALT

' .78 922 2 R =

PLANT BED TO BE REMOVED

+04

LINE

EASEMENT

90' 11

TEMPORARY CONSTRUCTION EASEMENT (TCE #1)

CONCRETE CURB AND PLANTING TO BE REMOVED

BRANDYWINE OPERATING PARTNERSHIP, L.P.

SEE DETAIL

DETAIL NOTES:

SCALE

PRIVATE PROPERTY LINES ARE PLOTTED FROM THE DEED OF RECORD, RECORDED

0

25

MEETS AND BOUNDS

L8

T AVE 0 FIRS SR G35 L7

LINE

BEARING

DISTANCE

L6

50 FEET

L1

S 10°07'10" E

315.43'

L2

S 00°01'20" W

432.33'

L3

CURVE

417.02'

SUBDIVISION OR LOT PLANS, EXISTING TOPOGRAPHICAL FEATURES AND LIMITED FIELD DATA. PRIVATE PROPERTY LINES WERE NOT SURVEYED BY THE PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR THE PROJECT. RADIUS: 7739.49'

THIS PROPERTY PLOT PLAN IS NOT TO BE SUBSTITUTED FOR A BOUNDARY SURVEY.

L1 L4

S 85°29'40" W

410.12'

L5

N 00°01'20" E

803.31'

L6

S 89°58'40" E

79.61'

L7

CURVE RADIUS: 2864.79'

577.72'

L8

N 78°28'04" E

103.13'

REPAIR, RECONSTRUCTION AND ALTERATION OF A BIKEWAY. THE BIKEWAY IS FOR BICYCLISTS AND PEDESTRIANS ONLY. NO MOTORIZED VEHICLES ARE PERMITTED EXCEPT FOR MINIMAL CROSS OVERS BY MOTORISTS AT DRIVEWAY CROSSINGS. ALL CONSTRUCTION, INSPECTION, MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION IS THE RESPONSIBILITY OF THE KING OF PRUSSIA DISTRICT. THE EASEMENT SHALL NOT PREVENT THE PROPERTY OWNER FROM MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL TO ITS USE FOR BIKEWAY PURPOSES AS LONG AS THE PROPERTY OWNER OBTAINS PRIOR WRITTEN APPROVAL FROM THE KING OF PRUSSIA DISTRICT. 11

UTILITY AND DRAINAGE EASEMENT - AS DEPICTED ON THE LAND DEVELOPMENT PLANS FOR 935 FIRST AVENUE BRANDYWINE REALTY TRUST THAT WAS RECORDED IN PLAN BOOK L-5, PG 447 ON SEPTEMBER 19TH, 2001.

TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE LAND AS NECESSARY DURING CONSTRUCTION OF THE PROJECT. THE EASEMENT IS REQUIRED ONLY UNTIL THE CONSTRUCTION OR WORK INDICATED BY THE PLAN IS COMPLETED, UNLESS SOONER

* PROPERTY CLOSURE ERRORS ARE PRESENT

BRANDYWINE OPERATING PARTNERSHIP, L.P. L5

WITHIN THE DEED.

RELINQUISHED BY THE DEPARTMENT.

L2

DRAINAGE AND SANITARY SEWER EASEMENT - AS DEPICTED ON THE LAND DEVELOPMENT PLANS FOR 935 FIRST AVENUE BRANDYWINE REALTY TRUST THAT WAS RECORDED IN PLAN BOOK L-5, PG 447 ON SEPTEMBER 19TH, 2001.

TAX MAP NO. 58-00-06853-00-1

LEGEND

RIGHT-OF-WAY CLAIM INFORMATION

REQUIRED BIKEWAY EASEMENT

COMMONWEALTH OF PENNSYLVANIA - DEPARTMENT OF TRANSPORTATION

PROPERTY OWNER(S)

8 & 9

SHEET NO.

5409

4/02/02 $1.00

CALCULATED ADVERSES LEGAL R/W EFFECTIVE

TOTAL RESIDUE

RIGHT OF WAY

-

0

SF

100

200 FEET M

-

L3

14.2990 0

TEMP. CONST. ` *0.192 EASEMENT

*8,350

0.5256 13.7734

BIKEWAY EASEMENT

** 0.659

28,714

0 13.7734

RESIDUE LT

0

RESIDUE RT

13.7734

VERIFICATION DATE DRAWN BY

SCALE: AS SHOWN

2/7/2018 PENNONI

** INCLUDES UTILITY & DRAINAGE EASEMENT = 26,876 SF ` INCLUDES UTILITY & DRAINAGE EASEMENT = 3,895 SF ` INCLUDES DRAINAGE & SANITARY SEWER EASEMENT = 140 SF

O

NWEAL T

REGISTERED

M M

PROFESSIONAL

CHRISTOPHER MICHAEL ZIVKOVICH

L4

W EA ON L T REGISTERED

PROFESSIONAL

LAWRENCE EUGENE LESO, JR.

ENGINEER LAND SURVEYOR

30' WIDE DRAINAGE EASEMENT

PE078898

P EN IA NSY VAN L

P

TOTAL REQ'D R/W

REQUIRED AREA ACRE

OF

12/20/01

DEED

-

SCALE

H

0260

ACRE/SF

PROPERTY PLOT PLAN

3,691 SF 8,350 SF

F

CONSIDERATION

AREA 2 TOTAL

O

DATE OF RECORD

*TEMPORARY CONSTRUCTION EASEMENT AREA 1 4,659 SF

H

DATE OF DEED

-

CLAIM NO.

NSHE KEYSTONE, LLC

AREAS PAGE

COUNTY

BRANDYWINE OPERATING PARTNERSHIP, L.P.

GRANTOR(S)

DEED BOOK

MONTGOMERY

SU075315

A

11

MTF R/W

O

PARCEL NO.

SEC. NO.

C

G350

M

STATE RTE.

CO

@ 3: 45: 40 PM

OFFI CE LOCATI ON: Ki ng of USER NAME: BFi nkel stei n

DATE PLOTTED: 4/1 6/201 9

PLOT DRI VER: PENNONI -KOP-PENNDOT-FULL-PDF. PLTCFG

PEN TABLE: pennoni -penndot. tbl

MI CROSTATI ON WORKSPACE: PENNDOT-V8i

Pl ans\46Fi rstAve. RW1 1 . dgn

MI CROSTATI ON VERSI ON: Mi croStati on V8i

FI LE NAME: . . . \ROW

PENNONIASSOCI ATES I NC.

Prussi a,Pennsyl vani a

BIKEWAY EASEMENT. AN EASEMENT FOR THE CONSTRUCTION, INSPECTION, MAINTENANCE,

I

E N

NS

A Y LV

N

BY

COUNTY

ROUTE

SECTION

MONTGOMERY

SR G350

MTF R/W

DISTRICT

MEETS AND BOUNDS LINE

6-0

MEETS AND BOUNDS DISTANCE

BEARING

LINE

* PROPERTY CLOSURE ERRORS ARE PRESENT WITHIN THE DEED.

DISTANCE

BEARING

L2 L3

L4 L5

N 31°22'50" W

1415.47'

N 52°29'47" E

L6

596.84'

CURVE

168.79'

OF 18

REVISIONS

DATE

74.82' T= 289.84' L= 577.72'

1162.86'

S 58°16'56" E

L7

S 31°16'30" E

734.76'

L8

S 78°28'04" W

413.24'

R= 2864.78' E= 14.63' PC STA 129+88.68 PT STA 135+66.40

RADIUS: 120.00' S 22°18'39" W

CURVE RADIUS: 80.00'

18

UPPER MERION TOWNSHIP

PI STA 132+78.52 REVISION NUMBER

L1

SHEET

L9

+30

CURVE 473.61' RADIUS: 2864.79' +00

665.72'

160' .78' R=2704

160'

SALVAGE BUS SHELTER AND RETURN TO OWNER

TEMPORARY

SALVAGE AND RELOCATE TRAFFIC

12

CONSTRUCTION ATOFINA CHEMICALS INC.

EASEMENT

SIGN +32

RELOCATE TRAFFIC SIGN

45' +32

TEMPORARY

42' TYPE 4 CURB RAMP

NE

EASEMENT

' 10

CONSTRUCTION SALVAGE AND

NT EME EAS Y EWA BIK ED R I U REQ NG AVI T P L A H ASP

55' +32

I CHL MAT

SALVAGE AND

BEL

RELOCATE TRAFFIC SIGNS

EXISTING LIGHT POLE TO REMAIN

REMOVE CONCRETE CURB

RETURN TO OWNER +69

S NOU UMI T I B 137

.78' 2822 R =

+30

SALVAGE SIGNS AND

TYPE 4 CURB RAMP

EXISTING SIGN TO

45'

REMAIN

TERMINUS

10'

LEGAL RIGHT-OF-WAY LINE

+76

42'

VING LT PA CURB ASPHA RETE CONC

R = 2822.78'

30'

REMOVE SIDEWALK

135

CURB CONCRETE

R/W Y & E V UR 0 S G35 SR

TYPE 4 CURB RAMP 134

CURB RETE C N O C REMOVE SIDEWALK

AVE IRST F 0 35 SR G

133

136

30'

+00

PT

UNKNOWN

42'

OW

ASPHALT TO BE REMOVED

132

131

12 ATOFINA CHEMICALS INC. EXISTING SIGNS TO REMAIN L3 NOTES: Y EWA BIK D E UIR REQ NT E EM EAS , UND H ARO N PAT R TU USE D RE SHA

PRIVATE PROPERTY LINES ARE PLOTTED FROM THE DEED OF RECORD, RECORDED SUBDIVISION OR LOT PLANS, EXISTING TOPOGRAPHICAL FEATURES AND L2

LIMITED FIELD DATA. PRIVATE PROPERTY LINES WERE NOT SURVEYED BY

MA T

L4

THE PROFESSIONAL LAND SURVEYOR RESPONSIBLE FOR THE PROJECT.

30'

NE

MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION OF A BIKEWAY.

TYPE 4 CURB RAMP

L5

MAINTENANCE, REPAIR, RECONSTRUCTION AND ALTERATION IS THE

R/W Y & E V UR 0 S G35 SR

REMOVE SIDEWALK

RESPONSIBILITY OF THE KING OF PRUSSIA DISTRICT. THE EASEMENT SHALL

138

NOT PREVENT THE PROPERTY OWNER FROM MAKING ANY LEGAL USE OF THE AREA WHICH IS NOT DETRIMENTAL TO ITS USE FOR BIKEWAY PURPOSES 12

AS LONG AS THE PROPERTY OWNER OBTAINS PRIOR WRITTEN APPROVAL

SR

FROM THE KING OF PRUSSIA DISTRICT.

VE T A IRS F 0 G35

K WAL SID E T CRE CON

ATOFINA CHEMICALS INC.

TEMPORARY CONSTRUCTION EASEMENT. AN EASEMENT TO USE THE

DETAIL

LAND AS NECESSARY DURING CONSTRUCTION OF THE PROJECT. THE EASEMENT IS REQUIRED ONLY UNTIL THE CONSTRUCTION OR WORK

L6

INDICATED BY THE PLAN IS COMPLETED, UNLESS SOONER

SCALE

RELINQUISHED BY THE DEPARTMENT.

0

25

50 FEET LIMIT OF AUTHORIZATION STA 138+45.00

TAX MAP NO. 58-00-06826-00-1

SEG 0010 OFF 3845 SR G350 SECTION MTF R/W

RIGHT-OF-WAY CLAIM INFORMATION

UPPER MERION TWP MONTGOMERY COUNTY

COMMONWEALTH OF PENNSYLVANIA - DEPARTMENT OF TRANSPORTATION G350 12

SHEET NO.

REQUIRED BIKEWAY EASEMENT

6/28/95

ADVERSES

DATE OF RECORD

6/30/95

LEGAL R/W

$1.00

EFFECTIVE

-

41.3521 0

TEMP. CONST. EASEMENT

0.362

ST FIR 350 G SR

15,751

0.6112 40.7409

BIKEWAY EASEMENT

40.7409

RESIDUE LT

40.7409

RESIDUE RT

0

L8

PROPERTY PLOT PLAN

0.275

11,967

NWEAL T

REGISTERED

PROFESSIONAL

DRAWN BY

SCALE: AS SHOWN

2/7/2018 PENNONI

M

W EA ON L T REGISTERED

PROFESSIONAL

LAWRENCE EUGENE LESO, JR.

SCALE ENGINEER

0

200

LAND SURVEYOR

400 FEET PE078898

VERIFICATION DATE

M

CHRISTOPHER MICHAEL ZIVKOVICH

L9

0

TOTAL RESIDUE

AVE

O

P EN IA NSY VAN L

P

TOTAL REQ'D R/W

-

M

F

DATE OF DEED

RIGHT OF WAY

SF

OF

CALCULATED

REQUIRED AREA ACRE

H

DEED

-

O

2344

ACRE/SF

H

5116

SU075315

A

AREAS

CONSIDERATION

SEE DETAIL

TXL PROPERTIES LIMITED 86-101

GRANTOR(S)

PAGE

CLAIM NO.

LEGEND

COUNTY

ATOFINA CHEMICALS INC.

PROPERTY OWNER(S)

DEED BOOK

8 & 9

MONTGOMERY

O

PARCEL NO.

MTF R/W

SEC. NO.

C

STATE RTE.

L7

M

USER NAME: BFi nkel stei n

S NOU UMI BIT

139

CO

@ 3: 45: 50 PM

OFFI CE LOCATI ON: Ki ng of

MOTORISTS AT DRIVEWAY CROSSINGS. ALL CONSTRUCTION, INSPECTION,

L1 DATE PLOTTED: 4/1 6/201 9

PLOT DRI VER: PENNONI -KOP-PENNDOT-FULL-PDF. PLTCFG

PEN TABLE: pennoni -penndot. tbl

MI CROSTATI ON WORKSPACE: PENNDOT-V8i

Pl ans\46Fi rstAve. RW1 2. dgn

MI CROSTATI ON VERSI ON: Mi croStati on V8i

VEHICLES ARE PERMITTED EXCEPT FOR MINIMAL CROSS OVERS BY

VE

FI LE NAME: . . . \ROW

ABO

Prussi a,Pennsyl vani a

THE BIKEWAY IS FOR BICYCLISTS AND PEDESTRIANS ONLY. NO MOTORIZED

PENNONIASSOCI ATES I NC.

INE AY L W F O GHTL RI A G E L

+45

10'

BIKEWAY EASEMENT. AN EASEMENT FOR THE CONSTRUCTION, INSPECTION,

55'

30'

I CHL

THIS PROPERTY PLOT PLAN IS NOT TO BE SUBSTITUTED FOR A BOUNDARY SURVEY.

+45

I

E N

NS

A Y LV

N

BY