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