Mill Creek - Conditional Use Application - Comparable Building Profiles - Bethlehem Township
←
→
Page content transcription
If your browser does not render page correctly, please read the page content below
Mill Creek - Conditional Use
Application
Comparable Building Profiles
2700 Emrick Boulevard
• Multi-Tenant
• Atlantic Home Loans, Uni Power,
United Electric Supply, Keystone
Consulting Engineers, Etc.
• ~30,000 SF
2400 Emrick Boulevard
• Single Tenant Building
• Flexicon
• Industrial Equipment
Manufacturing & Supplies
• ~76,000 SF
2600 Emrick Boulevard
• Single Tenant Building
• Warren Controls
• Manufacturing
• ~60,000 SF
2451 – 2499 Baglyos Circle
• Rt. 33 Business Center
• Multi-Tenant
• Saucon Technologies, Rumsey
Electric, Bikram Yoga, Etc.
• ~40,000 SF
Executive Summary
PC Land, LLC proposes to develop the Mill Creek Corporate Center, to be located along the western
side of Emrick Boulevard just north of William Penn Highway (S.R. 2020) in Bethlehem Township,
Northampton County, PA. The proposed development consists of 500,000 square feet of Flex Industrial
space separated into four (4) separate buildings (70,000 s.f., 150,000 s.f., 104,000 s.f. and 176,000 s.f.) to
be constructed and occupied by the year 2022. Access to the proposed development will be provided
via a full movement access which is an extension of the existing Park-and-Ride driveway and a full
movement access to be located along Church Road.
The scope of this Transportation Impact Study is based on PennDOT’s guidelines, per the Department’s
Publication 282, Appendix A Policies and Procedures for Transportation Impact Studies Related to Highway
Occupancy Permits, dated July 2017, and the requirements of the Township Ordinance.
The purpose of this Transportation Impact Study is to evaluate the traffic impacts of the proposed
development. The scope of this study includes an evaluation of the existing weekday morning and
weekday afternoon as well as the future 2022 build-out year, both without and with the development at
the following study intersections:
• William Penn Highway (S.R. 2020) and Church Road
• William Penn Highway (S.R. 2020) and Meyer Lane
• William Penn Highway (S.R. 2020) and Emrick Boulevard
• William Penn Highway (S.R. 2020) and Route 33 (Southbound On/Off Ramps)
• William Penn Highway (S.R. 2020) and Route 33 (Northbound On/Off Ramps)
The proposed development is based on trip generation data compiled for both General Light Industrial
(ITE Land Use Code 110) and Manufacturing (ITE Land Use Code 140) contained in the Institute of
Transportation Engineers (ITE) publication entitled, Trip Generation Manual, 10th Edition. It is assumed
that each building will be 50 percent Light Industrial and 50 percent Manufacturing in order to allow
for flexibility in leasing. The proposed development will generate a total of approximately 2,609 (2,441
passenger cars and 168 trucks) “new” trips during a typical weekday, 281 (270 passenger cars and 11
trucks) “new” trips during the weekday morning peak hour and 272 (261 passenger cars and 11 trucks)
“new” trips during the weekday afternoon peak hour.
It should be noted that per Bethlehem Township’s Ordinance, no permitted uses under the Conditional
Use criteria can generate more than 20 total trucks per user/tenant. Based upon McMahon’s analysis,
as noted in Table 4 below, the proposed development satisfies these criteria assuming a General Light
Industrial use (ITE Land Use Code 110) for uses permitted via Conditional Use.
Per the traffic evaluation, the following on-site and off-site traffic improvements are recommended to
mitigate the proposed development impacts. Since some of these improvements are within the state’s
right-of-way, or located at traffic signals under the jurisdiction of PennDOT, coordination with
PennDOT will be required to implement these improvements:
-1-
Site Accesses
Emrick Boulevard (S.R. 9404)/Proposed Site Access 1 and Park & Ride Driveway
• This driveway is an extension of the existing Park & Ride Driveway, classified as a high-
volume driveway (at William Penn Highway [S.R. 2020]).
• Provide appropriate ingress and egress cartway widths for the northern leg of the Emrick
Boulevard Extension (S.R. 9404).
• Provide appropriate corner radius length, which shall be verified based on the largest
vehicle anticipated to utilize the site driveway.
Church Road and Proposed Site Access 2
• Classified as a low-volume driveway based on the anticipated daily traffic volumes.
• Provide a low-volume driveway footprint with appropriate cartway widths including one
ingress lane and one egress lane.
• Provide appropriate corner radius length, which shall be verified based on the largest
vehicle anticipated to utilize the site driveway.
• Provide stop control for the access approach.
Off-Site Traffic Improvements
Intersection 3: William Penn Highway (S.R. 2020) and Emrick Blvd/Emrick Blvd (S.R. 9404)
• PennDOT will provide southbound, dual left-turn lane for traffic exiting the existing Park &
Ride facility. This will also require additional widening to provide a second receiving lane
on eastbound William Penn Highway (S.R. 2020).
• Additional signal retiming and optimization of the cycle length for the coordinated signal
system, where necessary.
Intersection 4: William Penn Highway (S.R. 2020) and Southbound On/Off Ramps
• PennDOT will provide a separate right turn lane onto the ramps extending to Emrick
Boulevard/Emrick Boulevard (S.R. 9404). This will provide two receiving lanes for the
southbound dual lefts proposed by PennDOT.
• Additional signal retiming and optimization of the cycle length for the coordinated signal
system, where necessary.
Intersection 5: William Penn Highway (S.R. 2020) and Northbound On/Off Ramps
• Additional signal retiming and optimization of the cycle length for the coordinated signal
system, where necessary.
The traffic analyses contained herein reveal that efficient access to and from the proposed development
can be provided, and furthermore, site-generated traffic can be accommodated at the study area
intersections with the recommended improvements.
-2-
Vehicular Trip Generation
Weekday Morning Weekday Afternoon
Peak Hour Peak Hour
Land Use Size Daily In Out Total In Out Total
Manufacturing (1) 271 17 5 22 7 16 23
Trucks 35 ksf 16 1 0 1 0 1 1
Passenger Cars 255 16 5 21 7 15 22
Building 1
Light Industrial(2) 191 18 3 21 2 16 18
Trucks 35 ksf 8 0 0 0 0 0 0
Passenger Cars 183 18 3 21 2 16 18
Total 462 35 8 43 9 32 41
Trucks 70 ksf 24 1 0 1 0 1 1
Passenger Cars 438 34 8 42 9 31 40
Manufacturing(1) 397 36 11 47 16 34 50
Trucks 75 ksf 35 1 1 2 1 1 2
Passenger Cars 362 35 10 45 15 33 48
Building 2
Light Industrial(2) 342 32 4 36 4 26 30
Trucks 75 ksf 15 0 1 1 0 1 1
Passenger Cars 327 32 3 35 4 25 29
Total 739 68 15 83 20 60 80
Trucks 150 ksf 50 1 2 3 1 2 3
Passenger Cars 689 67 13 80 19 58 77
Manufacturing(1) 324 25 7 32 11 24 35
Trucks 52 ksf 24 1 1 2 1 1 2
Passenger Cars 300 24 6 30 10 23 33
Building 3
Light Industrial(2) 255 24 3 27 3 20 23
Trucks 52 ksf 11 1 0 1 0 1 1
Passenger Cars 244 23 3 26 3 19 22
Total 579 49 10 59 14 44 58
Trucks 104 ksf 35 2 1 3 1 2 3
Passenger Cars 544 47 9 56 13 42 55
Manufacturing(1) 438 42 13 55 18 41 59
Trucks 88 ksf 41 1 2 3 1 2 3
Passenger Cars 397 41 11 52 17 39 56
Building 4
Light Industrial(2) 391 36 5 41 4 30 34
Trucks 88 ksf 18 1 0 1 0 1 1
Passenger Cars 373 35 5 40 4 29 33
Total 829 78 18 96 22 71 93
Trucks 176 ksf 59 2 2 4 1 3 4
Passenger Cars 770 76 16 92 21 68 89
Manufacturing(1) 1,430 120 36 156 52 115 167
Trucks 250 ksf 116 4 4 8 3 5 8
Passenger Cars 1,314 116 32 148 49 110 159
Light Industrial(2) 1,179 110 15 125 13 92 105
TOTAL
Trucks 250 ksf 52 2 1 3 0 3 3
Passenger Cars 1,127 108 14 122 13 89 102
Total 2,609 230 51 281 65 207 272
Trucks 500 ksf 168 6 5 11 3 8 11
Passenger Cars 2,441 224 46 270 62 199 261
(1) ITE Land Use Code 140 for Manufacturing.
(2) ITE Land Use Code 110 for General Light Industrial.
-3-
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
AG - AGRICULTURAL
LUMINAIRE SCHEDULE
SITE CIVIL AND CONSULTING ENGINEERING
W E
761.20'
W RR - RURAL RESIDENTIAL
S82°36'52"W
S
E
TRANSPORTATION SERVICES
LABEL QTY MOUNTING HEIGHT ARRANGEMENT DESCRIPTION
LANDSCAPE ARCHITECTURE
30' BUFFER SETBACK (ALONG RESIDENTIAL)
50'
PROGRAM MANAGEMENT
PERMITTING SERVICES
SUSTAINABLE DESIGN
P2 17 25'-0" AFG SINGLE PHILIPS GARDCO, ECOFORM GEN-2 LED AREA LUMINAIRE, TYPE 2, ZERO UP-LIGHT 50' BUILDING SETBACK
LAND SURVEYING
P3 10 25'-0" AFG SINGLE PHILIPS GARDCO, ECOFORM GEN-2 LED AREA LUMINAIRE, TYPE 3, ZERO UP-LIGHT
P4 2 25'-0" AFG SINGLE PHILIPS GARDCO, ECOFORM GEN-2 LED AREA LUMINAIRE, TYPE 4, ZERO UP-LIGHT
S
'
.68
P5 2 25'-0" AFG SINGLE PHILIPS GARDCO, ECOFORM GEN-2 LED AREA LUMINAIRE, TYPE 5, ZERO UP-LIGHT
315
SITE
© BOHLER
P4D 20 25'-0" AFG DOUBLE - B TO B PHILIPS GARDCO, ECOFORM GEN-2 LED AREA LUMINAIRE, TYPE 4, ZERO UP-LIGHT
P3W 13 16'-0" AFG SINGLE - WALL MOUNT PHILIPS GARDCO, ECOFORM GEN-2 LED AREA LUMINAIRE, TYPE 3, ZERO UP-LIGHT 3.
10
'
59
P4W 29 16'-0" AFG SINGLE - WALL MOUNT PHILIPS GARDCO, ECOFORM GEN-2 LED AREA LUMINAIRE, TYPE 4, ZERO UP-LIGHT
8"E
12'1
L
1°
L
N2
A
R IA
U T
LEGEND L
T
EN
U I D
IC ES
K
SE ARD
AC
LIMIT 1.0 Fc ISO R
TB
IN T Y
50
R
ILD ON
"W
G
'
G
'18
BU ' FR
6
-A L
50
°0
LIMIT 0.5 Fc ISO
8
S3
A
33
G R
A U
SR
55'
SINGLE HEAD FIXTURE
-R
.
222
REVISIONS
R
R DRAWN BY
DOUBLE HEAD FIXTURE REV DATE COMMENT CHECKED BY
LOCATION MAP
2"E
SCALE: 1"=2,000'
6'4
9°0
WALL SCONCE
N1
1,000 0 2,000
W E
WAY K
C
GENERAL LIGHTING NOTES
EXPR SETBA
S4
S
ESS
9
FROM UILDING
°5
1
1. THIS PLAN IS TO BE UTILIZED FOR LIGHTING PURPOSES ONLY. ELECTRICAL ENGINEERING, INCLUDING, BUT NOT LIMITED TO, CIRCUITRY, CONDUIT,
'22
"E
B
150'
WIRING, AND ASSOCIATED SPECIFICATIONS, IS NOT WITHIN THE SCOPE OF THIS DOCUMENT.
15 0'
2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE SUBMITTALS TO THE PROJECT ENGINEER (BOHLER) FOR REVIEW AND APPROVAL.
SUBSTITUTION REQUESTS MUST BE ACCOMPANIED BY A HORIZONTAL PHOTOMETRIC STUDY DEMONSTRATING THAT THE FIXTURE(S) IN QUESTION WILL
MEET THE DESIGN INTENT OF THIS PLAN. SUBSTITUTION REQUESTS WITHOUT A PHOTOMETRIC STUDY WILL BE REJECTED. RURAL RESIDENTIAL (RR)
24
6.
6'9
3. THIS LIGHTING PLAN DEPICTS PROPOSED SUSTAINED ILLUMINATION LEVELS CALCULATED USING DATA PROVIDED BY THE NOTED MANUFACTURER(S).
ACTUAL SUSTAINED SITE ILLUMINATION LEVELS AND PERFORMANCE OF LUMINAIRES MAY VARY DUE TO VARIATIONS IN WEATHER, ELECTRICAL
VOLTAGE, TOLERANCE IN LAMPS, THE SERVICE LIFE OF EQUIPMENT AND LUMINAIRES AND OTHER RELATED VARIABLE FIELD CONDITIONS. RR
0'
433.5
6
39
4. THE LIGHTING VALUES AND CALCULATION POINTS DEPICTED ON THIS PLAN ARE ALL ANALYZED ON A HORIZONTAL GEOMETRIC PLANE AT ELEVATION
ZERO (GROUND LEVEL) UNLESS OTHERWISE NOTED. THE VALUES DEPICTED ON THIS PLAN ARE IN FOOTCANDLES. SITE
5. THE LUMINAIRES, LAMPS AND LENSES MUST BE REGULARLY INSPECTED/MAINTAINED TO ENSURE THAT THEY FUNCTION PROPERLY. THIS WORK OB
8
SHOULD INCLUDE, BUT NOT BE LIMITED TO, FREQUENT VISUAL INSPECTIONS, CLEANING OF LENSES, AND RELAMPING ACCORDING TO MANUFACTURER 39
RECOMMENDATIONS FAILURE TO FOLLOW THE ABOVE STEPS COULD CAUSE THE LUMINARIES FUNCTION IMPROPERLY.
0
6. THIS LIGHTING PLAN IS INTENDED TO SHOW THE LOCATIONS AND TYPE OF LUMINAIRES, ONLY. POWER SYSTEM, CONDUITS, WIRING, VOLTAGES AND 40
OTHER ELECTRICAL COMPONENTS ARE THE RESPONSIBILITY OF THE ARCHITECT, MEP AND/OR LIGHTING CONTRACTOR, AS INDICATED IN THE
CONSTRUCTION CONTRACT DOCUMENTS. THESE ITEMS MUST BE INSTALLED AS REQUIRED BY STATE AND LOCAL REGULATIONS. CONTRACTOR IS
RESPONSIBLE FOR INSTALLING LIGHTING FIXTURES AND APPURTENANCES IN ACCORDANCE WITH ALL APPLICABLE BUILDING AND ELECTRICAL CODES
AND ALL OTHER APPLICABLE RULES, REGULATIONS, LAWS AND STATUTES.
402
7. CONTRACTOR MUST BRING TO THE DESIGNER'S ATTENTION, PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, ANY LIGHT LOCATIONS THAT
1'17"E
CONFLICT WITH DRAINAGE, UTILITIES, OR OTHER STRUCTURES.
N08°3
8. THE LIGHTING CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE CONTRACTOR REQUIREMENTS INDICATED IN THE SITE PLAN, INCLUDING BUT NOT
404
LIMITED TO, GENERAL NOTES, GRADING AND UTILITY NOTES, SITE SAFETY, AND ALL GOVERNMENTAL RULES, LAWS, ORDINANCES, REGULATIONS AND
THE LIKE.
9. UPON OWNER'S ACCEPTANCE OF THE COMPLETED PROJECT, THE OWNER SHALL BE RESPONSIBLE FOR ALL MAINTENANCE, SERVICING, REPAIR AND 6
40
TIAL)
INSPECTION OF THE LIGHTING SYSTEM AND ALL OF ITS COMPONENTS AND RELATED SYSTEMS, TO ENSURE ADEQUATE LIGHTING LEVELS ARE PRESENT ZONING MAP
S04°51'57"E
30' BUFFER SETBACK (ALONG RESIDEN
AND FUNCTIONING AT ALL TIMES.
SCALE: 1"=2,000'
20' SIDE YARD BUILDING SETBACK
410
1,000 0 2,000
8
40
20'
1'
223.4
549.45'
D PROPOSED
A STORMWATER
O
BASIN
R
H
C
R
78' BERM SETBACK
U
1'19"E
H
C
N08°3
SI D E N TIAL
- R U R AL RE
RR
/ B U S INESS
FICE
SETBACK
OB - OF
25' PARKING
4'
181.1
396
1010.25' P4D
27'
25'
P4D
416
P4D
78'
"W
S76°48'01
TBACK
25' PARKING SE
1'19"E
SETBACK
(ALONG RE
SIDENTIAL)
P4D 27'
150'
30' BUFFER
41
N08°3
4
P4D
41
27'
2
SETBACK
155.9'
78' BERM
ING
396 LANDSCAP
41
IN .) BERM WITH
176.9'
(M
0
F T .
PROP. 8
27'
8 P4W
39 P4
300'
P4W P3
40
2'
8
276.3
P2 P4W 150' BUILD
ING SETBAC
K
P4D
P2
19'
406
398
27'
402
404
P4 10' 8' 5' P3W
17 P3W
19'
1.6 0 P3W P4W 70,000 sf
' 40 FLEX BUILDING
P4W 175 x 400
P5 P4W P4D
5"E
P4W
402
°07'2
P4W
N13
AY)
TBACK
BUILDING SE
2
SW
Y
300' 4 STOR
40
RES
40'
CK
EXP
TBA
P4W
ROM
SE
ING
35'
K (F
371.2'
ARK
P4W
BAC
150,000 sf
35' P
SET
FLEX BUILDING
220 x 681 P4W P4D
6
DING
100'
39
P4W
BUIL
P4W 408
100'
60'
P2 P5 40
6 2'
P4W 16'
P3
128.8
8
8'16 "E
N70°2
39
410
30'
P3
49.8'
25'
412
610.80'
K
P3W YARD BU
ILDIN
P3
G SETBAC
414
30' REAR ING SETBACK
25' PARK
P3
24
416
.7'
78
35.5'
3"E
'
P4W
N75°51'2
P3 418
K
15
P4W
AC
0'
TB
416 4
SE
P4W
G
ACK
P2 P2 TRIAL SETB
IN
400' INDUS
RK
PENNSYLVANIA
41
400
PA
P4W
'
YOU MUST CALL 811 BEFORE ANY EXCAVATION
25
412
30
K
P4W
0'
AC
WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
K
TB
AC
P3W
SE
TB
1-800-242-1776
19 P4W
SE
60'
RM
' www.pa1call.org
G
BE
IN
'
ILD
78
27 __________________
BU
16' P3
RY
'
TO
4S
19
0'
9'
30
'
FOR CONCEPT
'
10
.2
16
11 P4D
PURPOSES ONLY
'
27
406
P2
402
N07°01'12"W
12' THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
P3W REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
K
AC
DOCUMENT UNLESS INDICATED OTHERWISE.
TB
L
SE
408
P4W
NG
17
410
408
IA
27
I
LD
8.7
55'
UI
' PROJECT No.: PY192110
B
410
'
0'
T
15
406 PENN DOT PARCEL
DRAWN BY: MD
N 104,000 60
' P2
E P3W FLEX BUILDING CHECKED BY: JAB
D
220 x 473
410
SI SS P4D P4D P4D DATE: 1/9/2020
P4D P4D
BOHLER 30X42
E E P4W
CAD I.D.:
55'
R N P2
SI
'
16
L U 12' PROJECT:
A B
R
305.00'
U /
R E SKETCH
- IC
41
P4W
70'
R F
0
R F P4D 414 PLAN
-O
2 "W
1 7'4 16'
B
7°
P4D
412
S3 406
O 408 0 FOR
N87°27'3
1"W 41
60'
71.00'
6'
D
41.
414 P4W P4W P4W P4W P4W P4W MILL CREEK
A P2 P3 414
O BUSINESS PARK
SR 0033
R P3
H
5
40
C SITUATED IN
R
0
418
41
P4D
U
5
41
H TMP#M8-2-3D-0205 &
0
42
C 404 418
4
460.00'
0
APT LOT#M8-2-9A-0205
42
41
18
406 4
5
41
41
BETHLEHEM TOWNSHIP
6
408 P2 NORTHAMPTON COUNTY
COMMONWEALTH OF PENNSYLVANIA
420
\\BOHLERENG.NET\SHARES\PA-PROJECTS\19\PY192110\DRAWINGS\CONCEPTS\2020-05-14 (REV-1)\PY192110 LAND & LIGHT----->LAYOUT: C-02 LIGHT
300' 4 STORY BUILDING SETBACK 300' 4 STORY BUILDING SETBACK
410
418
422 422
2
41
176,000 sf
FLEX BUILDING
220 x 800
33
P4D 1
422
420
ROUTE
4
41
S11°09'24"E
P2
422
TBACK
49.7'
.
K BLVD
74 W BROAD STREET, SUITE 500
ILDING SE
426P3W 426
P3W
46"E
P3W P3W P3W P3W 424 BETHLEHEM, PA 18018
N03°07'
19'
10'
YARD BU
Phone: (610) 709-9971
30'
P3
6
27'
27'
Fax: (610) 709-9976
30' REAR
P2
424
41
150' BUILDING SETBACK
P2 P2
150' BUILDING SETBACK
www.BohlerEngineering.com
P2 P2 P2
330.52'
426
300'
EMRIC
8
41
426
300'
420
M.M. CHARTRAN
430
208.2'
425
0
42 78' BERM SETBACK
430
435
428
428
78' BERM SETBACK
2 440
P4D
42
445
4
42
25'
445 PROP. 8 FT. (MIN.) BERM WITH LANDSCAPING
434
43
426 434 PROFESSIONAL ENGINEER
78'
25' PARKING SETBACK 30' BUFFER SETBACK (ALONG RESIDENTIAL)
440
0
428 432
25' PARKING SETBACK
PENNSYLVANIA LICENSE No. PE071444
435 N84°02'15"E 1392.95' OB - OFFICE / BUSINESS
25'
25'
N84°02'15"E 92.00'
432
438
MHDR - MEDIUM HIGH DENSITY RESIDENTIAL MHDR - MEDIUM HIGH DENSITY RESIDENTIAL
(COMMERCIAL ENHANCEMENT OVERLAY DISTRICT) (COMMERCIAL ENHANCEMENT OVERLAY DISTRICT) 438
43
4 SHEET TITLE:
MENT OVERLAY DISTRICT)
P4D 436 I LIGHT POLE DETAIL
ENT OVERLAY DISTRICT)
S1 SCALE: N.T.S. REV.: 2017.05.30
LIGHTING PLAN
438
ENSITY RESIDENTIAL
WILLIAM PENN CT. NORTH
CHURCH LAN
E RELOCATION
SITY RESIDENTIAL
SHEET NUMBER:
C-2
OF 3
442
REVISION 0
MB
440THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
SITE CIVIL AND CONSULTING ENGINEERING
W E
W S
E
TRANSPORTATION SERVICES
LANDSCAPE ARCHITECTURE
PROGRAM MANAGEMENT
PERMITTING SERVICES
SUSTAINABLE DESIGN
AG - AGRICULTURAL
LAND SURVEYING
761.20'
S82°36'52"W
RR - RURAL RESIDENTIAL
S 30' BUFFER SETBACK (ALONG RESIDENTIAL)
50'
50' BUILDING SETBACK
SITE
© BOHLER
'
.68
315
10'
3.
59
8"E
12'1
1°
L
N2
A L
R IA
U T
T
L EN
U ID REVISIONS
IC ES
K
SE ARD
AC
TB
IN T Y
R
ILD ON
W
G
8"
R
50
BU ' FR
DECIDUOUS TREE PLANTING DETAIL G '1
'
L EVERGREEN TREE PLANTING DETAIL DRAWN BY
50
L 06
-A
8° REV DATE COMMENT
L S3 CHECKED BY
3
S1 SCALE: N.T.S. REV.: 2017.01.06 S2 SCALE: N.T.S. REV.: 2017.01.06 A LOCATION MAP
3
G R
SR
55'
A U SCALE: 1"=2,000'
.
222
-R
R
R 1,000 0 2,000
ERNST SEED CO. BASIN FLOOR SEED
MIX SPECIFICATIONS (ERNMX-127):
"E
6'42
9°0
PANICUM CLANDESTINUM, TIOGA DEARTONGUE 30%
N1
W E
CAREX VULPINOIDEA, PA ECOTYPE FOX SEDGE 29.5%
ELYMUS VIRGINICUS, PA ECOTYPE VIRGINIA WILDRYE 20%
CAREX LURIDA, PA ECOTYPE LURID SEDGE 7% S
CAREX SCOPARIA, PA ECOTYPE BLUNT BROOM SEDGE 7%
VERBENA HASTATA, PA ECOTYPE BLUE VERVAIN 3%
JUNCUS EFFUSUS SOFT RUSH 1.5%
AGROSTIS PERENNANS, ALBANY PINE BUSH, NY ECOTYPE AUTUMN BENTGRASS, ALBANY PINE BUSH 0.5%
WAY K
ASCLEPIAS INCARNATA, PA ECOTYPE SWAMP MILKWEED 0.3%
C
EXPR SETBA
SCIRPUS CYPERINUS, PA ECOTYPE COMMON SNEEZEWEED 0.2%
S4
ESS
9°
FROM ILDING
51
ASTER NOVAE-ANGLIAE, PA ECOTYPE NEW ENGLAND ASTER 0.1%
PLAN
'22
E "
BU
ASTER PUNICEUS, PA ECOTYPE PURPLESTEM ASTER 0.1% 150'
150'
ASTER UMBELLATUS, PA ECOTYPE FLAT TOPPED WHITE ASTER 0.1%
EUPATORIUM PERFOLIATUM, PA ECOTYPE BONESET 0.1% RR
LOBELIA SIPHILITICA, PA ECOTYPE GREAT BLUE LOBELIA 0.1%
RURAL RESIDENTIAL (RR) SITE
24
6.
96
SEEDING RATE: 20 LBS PER ACRE (OR 21 LB PER 1,000 S.F.) OF THE ERNST MIX
'
NURSE CROP: THE ERNST SEED MIX MUST BE ACCOMPANIED BY ONE OF THE FOLLOWING TEMPORARY SEED OB
SPECIFICATIONS APPROPRIATE FOR THE TIME OF YEAR:
0'
- ANNUAL RYE (40 LBS PER ACRE)
433.5
- OR SPRING OATS (96 LBS PER ACRE)
6
- OR WINTER RYE (168 LBS PER ACRE) 39
NOTES:
1.) THE FORMULATION NOTED ABOVE IS REPRESENTATIVE OF THE ERNST SEED SPECIFICATION. THE MOST
CURRENT FORMULATION AS SPECIFIED BY THE ERNST COMPANY AT THE TIME OF PLANTING SHALL BE USED.
8
39
2.) SEED SHOULD BE APPLIED USING DRILL SEEDING OR BROADCAST SEEDING METHODS ONLY. THE
CONTRACTOR MUST ENSURE DIRECT SEED-TO-SOIL CONTACT. HYDROSEEDING IS NOT PERMITTED WITH THIS
SEED MIX; IT WILL PROHIBIT GERMINATION.
0
3.) THE ENTIRE FACILITY SHALL BE STABILIZED WITH A NORTH AMERICAN GREEN SC150 STRAW & COCONUT
40
BLANKET (OR APPROVED EQUAL). THE BLANKET SHOULD BE INSTALLED ON TOP OF THE SEED IN ACCORDANCE
WITH THE MANUFACTURER SPECIFICATIONS.
4.) THE SEED MIX WILL NEED DAILY SUPPLIMENTAL WATERING UNTIL IT HAS GERMINATED AND REACHED AN
AVERAGE HEIGHT OF AT 12-18".
402
5.) THE SEEDING AREA SHALL BE MOWED ONCE AFTER THE FIRST GROWING SEASON, EARLY IN THE SPRING, AND
1'17"E
THEN SHALL BE MOWED NO MORE THAN ONCE EVERY THREE YEARS THEREAFTER EARLY IN SPRING ONLY.
N08°3
L SLOPE TREE PLANTING DETAIL ZONING MAP
404
S9 SCALE: N.T.S. REV.: 2015.03.19 SCALE: 1"=2,000'
1,000 0 2,000
6
40
TIAL)
S04°51'57"E
30' BUFFER SETBACK (ALONG RESIDEN
20' SIDE YARD BUILDING SETBACK
GENERAL NOTES:
410
1. THIS PLAN IS TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY.
8
40
2. ALL DISTURBED UNPAVED AREAS, EXCLUDING PLANTING BEDS, ARE TO BE INSTALLED AS LAWN IN
ACCORDANCE WITH LANDSCAPE SPECIFICATION #2.C., UNLESS OTHERWISE STATED ON THIS PLAN.
20'
3. SHRUBS PLANTED ALONG HEAD-IN PARKING STALLS SHALL BE INSTALLED TO ALLOW A CLEARANCE
OF TWO FEET FROM FACE OF CURB TO ALLOW FOR BUMPER OVERHANG.
1'
223.4
549.45'
D PROPOSED
STORMWATER 4. IF IRRIGATION IS REQUIRED BY THE OWNER OR APPROVING MUNICIPALITY, THE CONTRACTOR
A BASIN
SHALL PROVIDE AN IRRIGATION SYSTEM MEETING THE SPECIFICATIONS OF THE CHOSEN
O
R PRODUCT'S MANUFACTURER. THE IRRIGATION DESIGN SHALL ACCOMMODATE LAWN AND BED
H AREAS EACH UNDER SEPARATE ZONES TO MAXIMIZE WATER EFFICIENCY. THE CONTRACTOR
C SHALL BE RESPONSIBLE FOR SECURING ANY PERMITS REQUIRED FOR THE INSTALLATION OF AN
78' BERM SETBACK
R IRRIGATION SYSTEM.
U
1'19"E
H
C
N08°3
5. PLANT MATERIAL SUBSTITUTIONS MUST BE FORMALLY SUBMITTED TO BOHLER ENGINEERING AND
THE MUNICIPAL ENGINEER AND LANDSCAPE CONSULTANTS FOR REVIEW AND APPROVAL PRIOR TO
INSTALLATION. ANY PLANT MATERIAL THAT ARE TO BE INSTALLED WITHIN STORMWATER BMP
FEATURES MUST BE NATIVE SPECIES.
ENTIAL
6. WITHOUT EXCEPTION, WEED BARRIER FABRIC SHALL NOT BE INSTALLED WITHIN ANY BMP FACILITY.
R E SI D BMP FACILITIES INCLUDE RAINGARDENS, INFILTRATION TRENCHES, VEGETATIVE SWALES AND
RAL STORMWATER BASINS.
L DECIDUOUS & EVERGREEN SHRUB PLANTING DETAIL RR - RU U SINESS
S5 SCALE: N.T.S. REV.: 2017.01.06
FIC E / B 25' PARKING
SETBACK
OB - OF
4'
181.1
396
1010.25'
27'
25'
416
78'
"W
S76°48'01
SETBACK
25' PARKING
'19"E
TIAL)
G RESIDEN
ACK (ALON
27'
150'
SETB
30' BUFFER
1
N08°3
41
4
41
27'
2
155.9'
SE TBACK
78' BERM
IN G
396 LANDSCAP
41
ERM WITH
FT. (MIN.) B
176.9'
0
PROP. 8
27'
8
300'
39
40
2'
8
276.3
K
ING SETBAC
150' BUILD
19'
406
27'
402
398
404
10' 8' 5'
19'
17
1.6 0 70,000 sf
' 40 FLEX BUILDING
175 x 400
5"E
402
°07'2
N13
AY)
SETBACK
SW
Y BUILDING
2 300' 4 STOR
40
RES
CK
40'
EXP
TBA
ROM
SE
ING
K (F
35'
371.2'
ARK
BAC
150,000 sf
35' P
SET
FLEX BUILDING
6
DING
220 x 681 100'
39
BUIL
408
100'
60'
6
40 128.8
2'
16'
8
8'16"E
39
N70°2
410
30'
LANDSCAPE SCHEDULE PENNSYLVANIA
49.8'
25'
412
YOU MUST CALL 811 BEFORE ANY EXCAVATION
SETBACK
610.80'
ILDING WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
YARD BU
30' REAR ING SETBACK
24 25' PARK 414 QTY TYPE SIZE REMARKS
1-800-242-1776
416
.7' www.pa1call.org
78
35.5'
'
3"E 418
__________________
N75°51'2
K
15
AC
0'
TB
SE
416 4
G
ACK
N
TRIAL SETB
399 DECIDUOUS TREE 2 1/2-3" CAL. B+B
KI
400' INDUS
FOR CONCEPT
AR
400
41
'P
25
412
30
357 EVERGREEN TREE 6-7' B+B
CK
0 '
A
K
TB
AC
PURPOSES ONLY
SE
TB
102 SHRUB MIN. 30" VARIES
SE
60'
M
19
ER
G
'
'B
IN
ILD
78
BU
27 16'
RY
' NOTE: THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
TO
4S
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
19 SPECIFIC PLANT SPECIES TO BE DETERMINED DURING THE LAND DEVELOPMENT
0'
30
'
'
29
10
1 6. ' PROCESS AND WILL BE SELECTED PER THE TOWNSHIP APPROVED SPECIES LIST
DOCUMENT UNLESS INDICATED OTHERWISE.
11
'
PROJECT No.:
27
PY192110
406 MD
DRAWN BY:
402 CHECKED BY: JAB
N07°01'12"W
12'
DATE: 1/9/2020
CK
A
BOHLER 30X42
TB
CAD I.D.:
SE
408
L
G
COMPLIANCE CHART
410
408
17
IN
LD
27
IA
55'
8.7
UI
'
B
410
0'
' PROJECT:
15
T 406 60
PENN DOT PARCEL
N 104,000
' SECTION REQUIREMENT CALCULATIONS (REQUIRED / PROVIDED) COMPLIANCE
E FLEX BUILDING
220 x 473
410
D SKETCH
SI SS SALDO: TOTAL LENGTH ALONG CHURCH ROAD = 1,635± LF
A.(5)(a) WITHIN AND ABUTTING ALL LAND DEVELOPMENTS AND MAJOR SUBDIVISIONS,
E E
55'
N 230-71 ALONG ANY STREET, OR ANY ACCESS DRIVE SERVING MORE THAN ONE (LESS DRIVEWAY LENGTHS) COMPLIES PLAN
'
R
16
L SI 12' LANDSCAPING, REQUIRED:
COMMERCIAL, INDUSTRIAL OR INSTITUTIONAL PRINCIPAL USE, AN AVERAGE OF 1,635 / 50 = 32.7 OR 33 STREET TREES
A U TREES AND ONE DECIDUOUS STREET TREE SHALL BE REQUIRED FOR EVERY 50 FEET OFPROVIDED: 33 DECIDUOUS TREES
B
305.00'
R /
U HISTORIC BUILDINGS DISTANCE ALONG THE STREET RIGHT-OF-WAY LINE ON EACH AFFECTED SIDE OF FOR
E
-R TOTAL LENGTH ALONG BOTH SIDES OF EMRICK
41
IC 0 THE STREET.
70'
R F BLVD. = 965± LF COMPLIES
R F 414 (LESS DRIVEWAY LENGTHS) MILL CREEK
- O °1
7'4
2"
W
16' REQUIRED: 965 / 50 = 19.3 OR 20 STREET TREES BUSINESS PARK
412
37
B S
406 PROVIDED: 22 DECIDUOUS TREES
O 408 0
N87°27'3
1"W 41 SITUATED IN
ZONING: (3) ONE DECIDUOUS TREE SHALL BE REQUIRED FOR EVERY 4,000 SQUARE FEET TOTAL
OF PAVED AREA = 702,155± SF
60'
71.00'
6'
PAVED AREA. THIS NUMBER OF TREES SHALL BE IN ADDITION TO ANY TREES REQUIRED: 702,155 / 4,000 = 175.34 OR 176 TREESCOMPLIES
41.
D 275-144 DESIGN TMP#M8-2-3D-0205 &
A 414 414 STANDARDS FOR REQUIRED BY ANY OTHER SECTION OF THIS CHAPTER OR BY CHAPTER 230, PROVIDED: 190 DECIDUOUS TREES APT LOT#M8-2-9A-0205
O
SR 0033
R OFF-STREET SUBDIVISION AND LAND DEVELOPMENT.
5
H
40
PARKING BETHLEHEM TOWNSHIP
C I. PARKING LOT SCREENING. EVERGREEN SCREEN BUFFER PLANTINGS TO MEET
0
41
R 418 NORTHAMPTON COUNTY
5
(1) NO OFF-STREET PARKING AREA FOR FIVE OR MORE VEHICLES SHALL BE
41
U THE INTENT OF THIS REQUIREMENT. COMPLIES COMMONWEALTH OF PENNSYLVANIA
0
42
H 404 DEVELOPED IN SUCH A WAY THAT VEHICLE HEADLIGHTS COULD SHINE INTO A
\\BOHLERENG.NET\SHARES\PA-PROJECTS\19\PY192110\DRAWINGS\CONCEPTS\2020-05-14 (REV-1)\PY192110 LAND & LIGHT----->LAYOUT: C-03 LAND
4
C 418
0
460.00'
42
41
8
41 DWELLING LOCATED WITHIN 200 FEET OR LESS OF THE PARKING AREA.
5
406
41
(2) WOOD FENCING, FENCING WITH THE APPEARANCE OF WOOD, BRICK WALLS OR
41
6
408 EVERGREEN SCREENING SHALL BE REQUIRED AS NEEDED TO RESOLVE THE 1
CONCERN OF THIS SECTION. SUCH SCREENING OR FENCING SHALL HAVE A MINIMUM
300' 4 STORY BUILDING SETBACK 300' 4 STORY BUILDING SETBACK
420 HEIGHT OF FOUR FEET, EXCEPT THAT SCREENING OR FENCING OF UP TO EIGHT
418
410
422 422 FEET SHALL BE REQUIRED BY THE ZONING OFFICER AS NEEDED WHERE THERE IS
2 176,000 sf
UNUSUAL TOPOGRAPHY OR THE PARKED VEHICLES WOULD BE TRUCKS OR BUSES.
41 FLEX BUILDING 74 W BROAD STREET, SUITE 500
220 x 800
33
BETHLEHEM, PA 18018
275-171 SPECIAL LOT D. BUFFER YARDS. (1) WIDTH AND LOCATIONS. BUFFER YARDS SHALL BE REQUIRED IN NORTH AND SOUTH PROPERTY LINES
420
422 ALONG
ROUTE
Phone: (610) 709-9971
14 AND YARD THE FOLLOWING SITUATIONS: ADJACENT TO RESIDENTIAL: COMPLIES Fax: (610) 709-9976
4
S11°09'24"E
REQUIREMENTS; BERMS AND EVERGREEN SCREENS HAVE BEEN
422
www.BohlerEngineering.com
TBACK
.
49.7'
K BLVD
SIGHT DISTANCE PROVIDED BY THE WHEN THE USE PROVIDING WIDTH OF REQUIRED PROVIDED.
ILDING SE
426 426
46"E
424 AND BUFFER YARDS FOLLOWING USE: THE SCREENING & BUFFER IS: BUFFER YARD (FEET)
N03°07'
19'
10'
YARD BU
ANY NEWLY DEVELOPEDABUTTING A RESIDENTIAL DISTRICT 30
30'
OR EXPANDED PRINCIPALOR WITHIN 250 FEET OF AN EXISTING
M.M. CHARTRAN
6
27'
27'
30' REAR
424
41
150' BUILDING SETBACK 150' BUILDING SETBACK COMMERCIAL USE OR DWELLING.
330.52'
DORMITORY OR COLLEGE
300'
426
EMRIC
41
8 OR UNIVERSITY BUILDING.
426
300'
420
(4)(a) EACH BUFFER YARD SHALL INCLUDE A PLANTING SCREEN OF EVERGREEN (AS
208.2'
425 430
PROFESSIONAL ENGINEER
0 430 OPPOSED TO DECIDUOUS) TREES OR SHRUBS EXTENDING THE FULL LENGTH OF THE
42 PENNSYLVANIA LICENSE No. PE071444
78' BERM SETBACK
435 LOT LINE TO SERVE AS A BARRIER TO VISIBILITY, AIRBORNE PARTICLES, GLARE AND
428
428
78' BERM SETBACK
42
2 440 NOISE.
4
445 (b)[1] REQUIRED PLANT MATERIALS SHALL HAVE A MINIMUM HEIGHT WHEN PLANTED
42
25'
445 PROP. 8 FT. (MIN.) BERM WITH LANDSCAPING OF FOUR FEET.
434
43
78'
425'26PARKING SETBACK 434
0
440 30' BUFFER SETBACK (ALONG RESIDENTIAL)
[2] PLANT MATERIALS USED IN THE PLANTING SCREEN SHALL BE OF SUCH SPECIES,
432
25' PARKING SETBACK
428 SHEET TITLE:
435
SPACING AND SIZE AS CAN REASONABLY BE EXPECTED TO PRODUCE, WITHIN FOUR
N84°02'15"E 1392.95' OB - OFFICE / BUSINESS
25'
25'
N84°02'15"E 92.00'
432 YEARS, A 90% SOLID YEAR-ROUND VISUAL SCREEN OF AT LEAST SIX FEET IN
43 8 HEIGHT.
MHDR - MEDIUM HIGH DENSITY RESIDENTIAL
(COMMERCIAL ENHANCEMENT OVERLAY DISTRICT)
MHDR - MEDIUM HIGH DENSITY RESIDENTIAL
(COMMERCIAL ENHANCEMENT OVERLAY DISTRICT) 438
275-172 C. MINIMUM LANDSCAPING. IN ADDITION TO OTHER LANDSCAPING REQUIREMENTS OF IMPERVIOUS AREA = 24.66± Ac
TOTAL
LANDSCAPE PLAN
43
4 LANDSCAPING. TOWNSHIP ORDINANCES, ANY PROPOSED NEW PRINCIPAL COMMERCIAL, REQUIRED: 24.66 x 5 = 123.3 OR 124 TREES OR COMPLIES
INDUSTRIAL, GARDEN APARTMENT OR INSTITUTIONAL BUILDING SHALL BE SHRUBS
VERLAY DISTRICT)
ACCOMPANIED BY THE PLANTING OF AT LEAST FIVE ADDITIONAL TREES OR SHRUBS
PROVIDED: 154 DECIDUOUS TREES
ERLAY DISTRICT)
436
FOR EVERY ONE ACRE OF PROPOSED NEW IMPERVIOUS COVERAGE.
SHEET NUMBER:
MILL CREEK 2.4.2 ONE STREET TREE SHALL BE LOCATED EVERY 50 LINEAR FEET OF LOT FRONTAGE
SEE SALDO 230-71.A.(5)(a) ABOVE.
RESIDENTIAL
438
ABUTTING EACH SIDE OF A DESIGNATED STREETSCAPE ENHANCEMENT
CORPORATE SEE ABOVE
C-3
CHURCH LAN
E RELOCATION
WILLIAM PENN CT. NORTH
ESIDENTIAL
CENTER. RIGHT-OF-WAY. STREET TREES, AT THE TIME OF PLANTING, SHALL BE NO LESS THAN
DESIGN GUIDELINES THREE INCHES TO THREE AND HALF INCHES IN CALIPER. OF 3
ML
REVISION 0THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
PLAN PREPARER'S STATEMENT
TM
I, _______________________________________ A REGISTERED PROFESSTIONAL ENGINEER IN THE
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
COMMONWEALTH OF PENNSYLVANIA, DO HEREBY CERTIFY THAT THE ACCOMPANYING APPLICATION,
PLANS AND SUPPORTING DOCUMENTS ARE TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE.
SITE CIVIL AND CONSULTING ENGINEERING
W E
S
__________ ____ ____________________________________________________
(DATE) (PLAN PREPARER'S SIGNATURE)
TRANSPORTATION SERVICES
LANDSCAPE ARCHITECTURE
PROGRAM MANAGEMENT
SURVEYOR' STATEMENT OF ACCURACY AG - AGRICULTURAL
PERMITTING SERVICES
W
SUSTAINABLE DESIGN
761.20'
LAND SURVEYING
I, _______________________________________ A REGISTERED SURVEYOR OF THE COMMONWEALTH OF
E S82°36'52"W
PENNSYLVANIA, DO HEREBY CERTIFY THAT THE PLAN, PREPARED FROM A FIELD SURVEY ON
RR - RU RA L RE SID
SE (ALONTIA
TBACKEN
G L
30' BUFFER
50'
_______________________, 20_____, CORRECTLY REPRESENTS THE PROPERTY BOUNDARY PF THE AL)
PROPOSED SUBDIVISION OR LAND DEVELOPMENT. SETBACK IDENTI
RES
50' BUILDING
SITE
© BOHLER
'
.6 8
__________ ____ ____________________________________________________
S
315
(DATE) (REGISTERED SURVEYOR'S SIGNATURE)
OWNER'S STATEMENT 0'
.1
93
E
WE, THE OWNERS OF THE LAND INVOLVING THE ACCOMPANYING PLANS, BEING DULY SWORN ACCORDING
L 5
18"
TO LAW, DEPOSE AND SAY WE ARE THE SOLE OWNERS OR ARE THE AUTHORIZED OFFICERS OF THE L
A IA
CK
CORPORATION THAT IS THE SOLE OWNERS OF THIS PROPERTY IN PEACEFUL POSSESSION OF IT, AND THAT
12'
R T
A
TB
THERE ARE NO SUITS PENDING AFFECTING THE TITLE OF SAME, AND THAT WE ACKNOWLEDGE THE U
EN
SE
1°
ACCOMPANYING PLANS, AND THAT ALL IMPROVEMENTS IDENTIFIED AS PROPOSED PUBLIC PROPERTY (NOT T
G
L
IN
N2
ID
ILD
INCLUDING IMPROVEMENTS LABELED ("NOT FOR DEDICATION") ARE PROPOSED FOR DEDICATION TO THE
S U
BU
PUBLIC USE, AND THAT WE PROPOSE THE ATTACHED RECORD PLAN FOR RECORDING, AFTER RECEIVING
IC E
RD
R R 8"W50
YA
ALL REQUIRED MUNICIPAL APPROVALS.
NT
G L '1 '
RO
- A RA8°06
'F
33
50
55'
G U S3
A R
SR
_____________________________________________________________________________________
22.
(OWNER'S OR AUTHORIZED CORPORATE OFFICER'S SIGNATURES) -
R REVISIONS
2
R
"E
6' 42
SWORN AND SUBSCRIBED BEFORE THIS_______________________DAY OF _______________, 20_____ REV DATE COMMENT
DRAWN BY
CHECKED BY
LOCATION MAP
9°0
SCALE: 1"=2,000'
N1
SEAL ______________________________________________
(NOTARY PUBLIC)
1,000 0 2,000
SS WA K
FROM DING SETBAC
Y
S4
9°
LEHIGH VALLEY PLANNING COMMISSION APPROVAL
EXPRE
51
TOWNSHIP ENGINEER APPROVAL 150'
IL
'22
W E
150' BU
REVIEWED BY THE LEHIGH VALLEY PLANNING COMMISSION
"E
REVIEWED BY THE TOWNSHIP ENGINEER
S
RURAL RESIDENTIAL (RR)
24
6.
__________ _____________________________________ _______________________
96
__________ _____________________________________ _______________________
0'
(LVPC STAFF MEMBER RESPONSIBLE FOR REVIEW) (DATE)
'
(TOWNSHIP ENGINEER) (DATE)
433.5
6
39
BETHLEHEM TOWNSHIP PLANNING COMMISSION APPROVAL
8
REVIEWED BY THE BETHLEHEM TOWNSHIP PLANNING COMMISSION AND ACCEPTED FOR RECORDING. 39
RR
0
40
__________ _____________________________________ ____________________________________________ _______________________ SITE
E
(CHAIRMAN) (SECRETARY) (DATE)
"
OB
31'17
BETHLEHEM TOWNSHIP BOARD OF COMMISSIONERS APPROVAL
402
L)
30' BUFFER SETBACK (ALONG RESIDENTIA
APPROVED BY THE BETHLEHEM TOWNSHIP BOARD OF COMMISSIONERS FOR RECORDING.
20' SIDE YARD BUILDING SETBACK
N08°
404
__________ _____________________________________ ____________________________________________ _______________________
S04°51'57"E
(PRESIDENT) (SECRETARY) (DATE) 6
40
TOWNSHIP REVIEW NOTE: LEGEND
410
8
THIS PLAN HAS BEEN REVIEWED BY THE TOWNSHIP STAFF, TOWNSHIP ENGINEER, AND TOWNSHIP SOLICITOR FOR
40
CONSISTENCY WITH MUNICIPAL REGULATIONS AND ORDINANCES RELATED TO LAND USAGE AND DIMENSIONAL
REQUIREMENTS OF ZONING. INVESTIGATIONS REGARDING PERIPHERAL LAND AND PLAN ISSUES WHICH ARE NOT 20'
'
REQUIRED AS PART OF A REVIEW PROCESS SUCH AS CLARITY OF TITLE, SUBSURFACE CONDITIONS INCLUDING, BUT
1
549.45'
223.4
NOT LIMITED TO, SOIL AND WATER QUALITY, KARST GEOLOGICAL ACTIVITY, AND HISTORIC AND ARCHAEOLOGICAL
ISSUES, OR SUCH OTHER ISSUES (AS APPROPRIATE) THAT AY AFFECT THE MERCHANTABILITY OF THE LAND, HAVE NOT
D PROPOSED
BEEN INVESTIGATED OR REVIEWED BY THE TOWNSHIP, THE TOWNSHIP ENGINEER, OR THE TOWNSHIP SOLICITOR. THE A STORMWATER
TOWNSHIP, TOWNSHIP ENGINEER, AND TOWNSHIP SOLICITOR MAKE NO REPRESENTATION OR WARRANTY O BASIN ZONING MAP
CONCERNING THESE ISSUES, WHICH SHOULD BE ADDRESSED BY QUALIFIED PROFESSIONALS, COMMISSIONED BY THE R
"E
DEVELOPER AND/OR LAND OWNER(S) AS APPROPRIATE, AND WHO ARE ENGAGED IN THE APPROPRIATE FIELD OF H SCALE: 1"=2,000'
C
78' BERM SETBACK
31'19
PRACTICE. DIMENSIONS AND GEOMETRY OF THE PROPERTY BOUNDARY AND ANY INTERNAL LOTS AND STREETS HAVE
BEEN OVERVIEWED WITH RESPECT TO APPLICABLE ORDINANCE STANDARDS FOR MATHEMATICAL COMPLETENESS, R
CLARITY OF DEPICTION, CONSISTENCY, CLOSURE, AND AREA (ONLY). THE RESEARCH FOR AND DETERMINATION AND U 1,000 0 2,000
H
N08°
LOCATION OF PROPERTY LINES, STREET RIGHTS-OF-WAY, AND OTHER EASEMENTS, ETC. ARE THE RESPONSIBILITY OF
THE SURVEYOR OF RECORD WHOSE SEAL APPEARS ON THIS PLAN, AND HAVE NOT BEEN INDEPENDENTLY CONFIRMED C
OR VERIFIED BY THE TOWNSHIP, THE TOWNSHIP ENGINEER, OR THE TOWNSHIP SOLICITOR.
NORTHAMPTON COUNTY RECORDER OF DEEDS E S I D E NTIAL
RAL R UudB
W
RR - RU
E
B US25IN ESSSETBACK
.14'
RECORDED IN THE OFFICE OF THE RECORDER OF DEEDS OF NORTHAMPTON COUNTY, PENNSYLVANIA ON
F I C E / ' PARKING
OB - OF
S
____________, 20_____, IN MAP BOOK VOLUME ________, PAGE __________.
"E181
1010.25'
396
WaB WaA
25'
27'
_______________________________________________
"W
S76°48'01
416
31'19
K
NORTHAMPTON COUNTY RECORDER OF DEEDS G SETBAC
78'
IDENTIAL)
25' PARKIN
SE TB AC K (ALONG RES
27' WaA UoB
150'
30 ' BU FF ER
41
4
N08°
41
SETBACK
27'
2
78' BERM
155.9'
ING
396 H LANDSCAP
WaB
41
IT
IN.) BERM W
ClA
176.9'
. (M
0
PROP. 8 FT
UoB
27'
2'
8
39
300'
40
3
SETBACK
276.
8
NG
150' BUILDI
WaB SITE WaA
)
WAY
19'
406
S
398
RES
402
27'
404
10' 8' 5'
WaB
EXP
17
UbB
19'
1.6 0 70,000 sf
WaA
25"E
40
ROM
' FLEX BUILDING
WaB
K (F
CK
175 x 400
TBA
BAC
°07'
402
G SE
SET
2
40
N13
IN
DING
40'
ARK
150,000 sf
35'
UoB WaA
BUIL
35' P
FLEX BUILDING 371.2'
220 x 681
UoB
100'
100'
6
SETBACK
39
Y BUILDING
300' 4 STOR 408 UudB
60'
2'
16' 4
'
06
1 6"E 128.8
8
N70°2410
TBAC K
8
ILDING SE
39
YARD BU
30'
30' REAR
25'
49.8'
K
412
G SETB A C
610.80'
25' PARKIN SOIL MAP
CK
414 6
24 SOURCE: NRCS
A
.7' 78
TB
' 41 SCALE: 1"=1,000'
WEB SOIL SURVEY
SE
35.5'
3"E
K
N75°51'2 418
15 ACK 11/8/2017
AC
TRIAL SETB
G
0'
IN
400' INDUS
TB
4164
K
K
SE
AC
AR
41
400
TB
'P
G
500 0 1,000
IN
412
25
SE
30
ILD
0'
M
BU
ER
19
60'
'B
RY
'
78
'
TO
27
29
16'
4S
'
N07°01'12"W
. 19
0'
16
30
'
'
10
1 1
'
27
406
K
L
AC
402
TB
IA 12'
SE
T
G
IN
N
LD
408
410
408
17
UI
E 8.7 27
B
55'
SS
'
410
0'
D '
406
15
104,000
SI E FLEX BUILDING
60
'
PENN DOT PARCEL
E N 410
SI
220 x 473
R
L U OPEN SPACE DEDICATION
55'
305.00'
A B
'
16
R / 12'
U E PER SALDO SECTION 230-60.C.2.B - MINIMUM REQUIRED OPEN SPACE = 7.5% OF THE TOTAL AREA OF DEVELOPMENT.
- R I C
FF 2"W
41
R
SR 0033
70'
0
R
- O 7'4
414 TOTAL ARE A OF DEVELOPMENT = 69.188 ACRES X .075 = 5.189 ACRES REQUIRED
16'
B 7°1 406
412
O 3 N87°27'3 408 10
S 71.00' 1"W 4 PROVIDED OPEN SPACE = 19.719 ACRES
D
60'
PENNSYLVANIA
6'
A
41.
O 414 414
YOU MUST CALL 811 BEFORE ANY EXCAVATION
R ZONING REQUIREMENTS WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
1-800-242-1776
H www.pa1call.org
5
40
C __________________
R
41 0
418 ZONING DATA: PER THE BETHLEHEM TOWNSHIP ZONING ORDINANCE OF 1997, AS REVISED (CH 275)
41
42 5
U
460.00'
0
H 404 418 ZONING DISTRICT: (RR) RURAL RESIDENTIAL DISTRICT
FOR CONCEPT
4
0
C 8
42
41
406 41
5
41
PROPOSED USES: PLANNED BUSINESS DEVELOPMENT
PURPOSES ONLY
41
408
6
BULK REQUIREMENTS REQUIRED EXISTING PROPOSED
300' 4 STORY BUILDING SETBACK
420
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
300' 4 STORY BUILDING SETBACK
410
418
REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
422 422 MINIMUM LOT AREA: 1 AC. 19.711 AC. NO CHANGE DOCUMENT UNLESS INDICATED OTHERWISE.
33
ETBACK
2 176,000 sf
41 FLEX BUILDING
MINIMUM LOT WIDTH: 200 FT. 2,900 FT. NO CHANGE
PROJECT No.: PY192110
ROUTE
220 x 800 MINIMUM LOT DEPTH: 150 FT. 750 FT. NO CHANGE
ILDING S
S11°09'24"E
422
420
DRAWN BY: MD
4
6"E
41 MINIMUM STRUCTURE SETBACKS CHECKED BY: JAB
422
DATE: 1/9/2020
ARD BU
49.7' FRONT YARD: 50 FT. N/A N/A
BLVD.
N03°07'4
426 426 CAD I.D.: BOHLER 30X42
424 SIDE YARD: 20 FT. N/A N/A
19'
Y
10'
30' REAR
30' REAR YARD: 50 FT. N/A N/A PROJECT:
6
27'
27'
424
41
330.52'
150' BUILDING SETBACK 150' BUILDING SETBACK MINIMUM BUFFER YARDS
K
300'
426
SKETCH
EMRIC
8 FROM INDUSTRIAL DISTRICTS 100 FT. N/A N/A
41
300'
426
420
430 BUILDING HEIGHT
PLAN
208.2'
425
0 35 FT. OR
42 78' BERM SETBACK
430
MAX. REQUIRED N/A N/A
435
428 3.5 STORIES
428
78' BERM SETBACK
422 440
LOT COVERAGES
4 445 25' FOR
42 445 PROP. 8 FT. (MIN.) BERM WITH LANDSCAPING
434 0% 3.21%
26 PARKING SETBACK 434
43
78'
425' 440 30' BUFFER SETBACK MAXIMUM IMPERVIOUS COVERAGE 40% (0 SF) (27,579 SF)
432
0
428
25' PARKING SETBACK
RESIDENTIAL)/ BUSINESS
OFFICE
OB -(ALONG
SITE NOTES 435 N84°02'15"E 1392.95' 0% MILL CREEK
25'
25'
432 MAXIMUM BUILDING COVERAGE 20% NO CHANGE BUSINESS PARK
MHDR - MEDIUM HIGH DENSITY RESIDENTIAL 438 (0 SF)
MHDR - MEDIUM HIGH DENSITY RESIDENTIAL N84°02'15"E92.00'
438
1. OWNER/APPLICANT:
PC LAND, LLC (COMMERCIAL ENHANCEMENT OVERLAY DISTRICT) (COMMERCIAL ENHANCEMENT OVERLAY DISTRICT) 43
559 MAIN STREET, THIRD FLOOR 4 SITUATED IN
BETHLEHEM, PA 18018
EMENT OVERLAY DISTRICT)
CONTACT: LOUIS P. PEKTOR & LISA PEKTOR ZONING DATA: PER THE BETHLEHEM TOWNSHIP ZONING ORDINANCE OF 1997, AS REVISED (CH 275) TMP#M8-2-3D-0205 &
436
EMENT OVERLAY DISTRICT)
2. PARCEL DATA: 2015-1 PG. 192442
ZONING DISTRICT: (OB) OFFICE/BUSINESS DISTRICT APT LOT#M8-2-9A-0205
TAX PARCEL ID: M8-2-3D-0205 PROPOSED USES: PLANNED BUSINESS DEVELOPMENT
438
SITY RESIDENTIAL
ZONING DISTRICT: OFFICE/BUSINESS (OB) & RURAL RESIDENTIAL (RR). BETHLEHEM TOWNSHIP
CHURCH LANE WILLIAM PENN CT. NORTH
SITY RESIDENTIAL
DEED REFERENCE: DBV. 771, PG. 74
RELOCATION NORTHAMPTON COUNTY
3. SITE AREA: GROSS = 2,693,178 (61.827 ACRES) BULK REQUIREMENTS REQUIRED EXISTING PROPOSED COMMONWEALTH OF PENNSYLVANIA
4. A FIELD INVESTIGATION WAS PERFORMED BY A LANGAN ENGINEERING WETLAND MINIMUM TRACT SIZE: 10 AC. 42.115 AC. NO CHANGE
SCIENTIST ON DECEMBER 19, 2015. A POTENTIAL WETLAND WAS IDENTIFIED IN THE MINIMUM LOT AREA: 2 AC. 42.115 AC. NO CHANGE
NORTHWEST CORNER OF PROPERTY (THE WOODED AREA ADJACENT TO PARCEL M8,
BLOCK 2, LOT 3A-6). A FORMAL WETLAND DELINEATION WAS NOT PERFORMED. MINIMUM LOT WIDTH: 200 FT. 2,900 FT. NO CHANGE
1
5. THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE 442 MINIMUM LOT DEPTH: 200 FT. 750 FT. NO CHANGE
OUTSIDE THE 0.2% CHANCE ANNUAL FLOODPLAIN) PER MAP ENTITLED "FIRM FLOOD
INSURANCE RATE MAP, NORTHHAMPTON COUNTY PENNSYLVANIA (ALL 440 MINIMUM STRUCTURE SETBACKS
JURISDICTIONS) PANEL 266 OF 355," COMMUNITY PANEL NUMBER 420980, WITH A MAP FRONT YARD: 50 FT. N/A 150.36 FT.
WILLIAM PENN CT. WEST
EFFECTIVE DATE OF JULY 16, 2014.
SIDE YARD: 20 FT. N/A 65.37 FT. 74 W BROAD STREET, SUITE 500
OB - OFFICE / BUSINESS
(COMMERCIAL ENHANCDEN
BETHLEHEM, PA 18018
WILLIAM PENN CT. EAST
6. ELEVATIONS ARE BASED UPON NAVD 88 DATUM, REFERENCE BENCHMARK KV1670,
(COMMERCIAL ENHANCDEN
REAR YARD: 30 FT. N/A 230.85 FT.
ELEVATION 442.40 Phone: (610) 709-9971
R:\19\PY192110\DRAWINGS\CONCEPTS\2020-05-14 (REV-1)\PY192110 CONCEPT-1----->LAYOUT: C-01 OA-CONCEPT A
MINIMUM BUFFER YARDS Fax: (610) 709-9976
WILLIAM PENN CT.
MHDR - MEDIUM HIGH
7. THE SITE IS PROPOSED TO BE SERVICED WITH PUBLIC WATER AND PUBLIC SEWER
SERVICE. FROM ADJACENT RESIDENTIAL 150 FT. N/A 150.36 FT. www.BohlerEngineering.com
MHDR - MEDIUM HIGH
8. THE LOCATION OF EXISTING UTILITIES IS THE RESPONSIBILITY OF THE FROM EXPRESSWAY 100 FT. N/A 306.60 FT.
DEVELOPER/DESIGN ENGINEER AND THE LOCATIONS OF SUCH FACILITIES HAVE NOT BUILDING HEIGHT
BEEN REVIEWED BY THE PIDCOCK COMPANY OR THE TOWNSHIP. THE DEVELOPER/DESIGN
ENGINEER IS RESPONSIBLE FOR CONFIRMING THE LOCATION OF ALL UTILITIES AND TO
AVOID CONFLICTS OF THE SAME WITH PROPOSED IMPROVEMENTS. SIGNIFICANT EFFORTS
TO RESOLVE SUCH CONFLICTS, INCLUDING BUT NOT NECESSARILY LIMITED TO REDESIGN,
CONSTRUCTION DELAYS, UTILITY RELOCATIONS, ETC., MAY RESULT IF CONFLICTS WITH
MAX. FROM 150 - 300 FT OF RESIDENTIAL DISTRICT25 FT.
45 FT. OR
MIN. FROM 300 - 1000 FT OF RESIDENTIAL DISTRICT
N/A
N/A
25 FT.PROFESSIONAL PROFILE
PROFESSIONAL BACKGROUND
Jake Terkanian is a Senior Vice President who specializes in industrial properties
for owners and occupiers. Jake’s areas of expertise include strategic land
planning, site due diligence, land development, and build to suit strategies. Over
the past 15 years, Jake has worked with a broad mix of owners, developers, and
occupiers to bring institutional quality industrial product to market, predominately
in the I-78/I-81 corridors in Pennsylvania.
JAKE TERKANIAN
Senior Vice President Prior to CBRE, Jake was responsible for coordinating the development and
C: 610.348.6147 interconnection of power generation plants and high voltage transmission
jake.terkanian@cbre.com infrastructure with PJM Interconnection. During his tenure at PJM, Jake managed
over $600 million in generation and transmission projects in Pennsylvania, New
Jersey, Delaware, and Maryland.
CLIENTS REPRESENTED
− American Water
− Alstom
SIGNIFICANT ASSIGNMENTS
− Behringer Harvard Client - Location Square Feet
− Bluewater
Qurate Retail Group (QVC) – Bethlehem, PA 1,700,000
− Bridge Development
− CDW Church & Dwight – York, PA 1,100,000
− CEVA Logistics PetSmart – Bethel, PA 870,000
− Church & Dwight CEVA Logistics – Nashville, TN 706,500
− Clarion Partners Primark – Bethlehem, PA 677,000
− Colony Teleflex – Olive Branch, MS 627,000
− Cooper Electric
C&S Wholesale Grocers – Bethlehem, PA 571,000
− Eldorado Stone
− Endurance Volvo - Shippensburg, PA 550,000
− Express Scripts GMAC Rescap - Fort Washington, PA 450,000
− Floor and Decor Eldorado Stone – Greencastle, PA 432,000
− GMAC ResCap McKesson – Robbinsville, NJ 350,000
− Hampshire
McKesson – Montgomery, NJ 350,000
− High Street Equity
− Hillwood Vitamin Shoppe – Richmond, VA 311,000
− IDI Gazeley Church & Dwight – Ewing, NJ 265,000
− Johnson & Johnson Cooper Electric – Monroe, NJ 259,000
− PetSmart Express Scripts – St Louis, MO 243,000
− Primark
Temple University Health System – Philadelphia, PA 240,000
− McKesson
− MRP Industrial RREEF – Mechanicsburg, PA 235,000
− Nutrisystem Brake Parts Inc – Hazleton, PA 201,000
− Prologis Siemens Power Generation – Pittsburgh, PA 186,000
− Quest Diagnostics McKesson – Moncton, Canada 166,000
− Siemens
− Teleflex
CREDENTIALS
− Target
− Temple Health System ◼ Bachelor’s Degree in Electrical Engineering from Villanova University
− Trammell Crow
− Watson Land ◼ Licensed Real Estate Broker in Pennsylvania and New Jersey
− Vitamin Shoppe ◼ LEED Accredited Professional
− Volvo7171 AIRPORT ROAD
SUITE 200
BATH, PA 18014
P: (610) 837-1856
F: (484) 281-3447
Project Title:
MILL CREEK
COMMERCE CENTER
Project Location:
WILLIAM PENN HIGHWAY
AND EMERICK BOULEVARD
BETHLEHEM TOWNSHIP
NORTHAMPTON COUNTY
PENNSYLVANIA
PROJECT NO:
REVISION
NO. DATE DESCRIPTION
1 4/15/19 NORTH BUILDING DIMS. REVISED
DRAWN BY:
B.M.S.
APPROVED BY:
R.C.C., B.M.S., N.M.D.
ISSUED FOR:
SKETCH PLAN
DATE:
4/12/2019
SCALE:
AS NOTED
DRAWING NAME:
SKETCH PLAN
DRAWING NO:
SK-01Land Use: 110
General Light Industrial
Description
A light industrial facility is a free-standing facility devoted to a single use. The facility has an
emphasis on activities other than manufacturing and typically has minimal office space. Typical light
industrial activities include printing, material testing, and assembly of data processing equipment.
Industrial park (Land Use 130) and manufacturing (Land Use 140) are related uses.
Additional Data
Time-of-day distribution data for this land use are presented in Appendix A. For the 30 general urban/
suburban sites with data, the overall highest vehicle volumes during the AM and PM on a weekday
were counted between 7:30 and 8:30 a.m. and 4:30 and 5:30 p.m., respectively.
The sites were surveyed in the 1980s, the 2000s, and the 2010s in Colorado, Connecticut, Indiana,
New Jersey, New York, Oregon, Pennsylvania, and Texas.
Source Numbers
106, 157, 174, 177, 179, 184, 191, 251, 253, 286, 300, 611, 874, 875, 912
Trip Generation Manual 10th Edition • Volume 2: Data • Industrial (Land Uses 100–199) 1Land Use: 140
Manufacturing
Description
A manufacturing facility is an area where the primary activity is the conversion of raw materials
or parts into finished products. Size and type of activity may vary substantially from one facility to
another. In addition to the actual production of goods, manufacturing facilities generally also have
office, warehouse, research, and associated functions. General light industrial (Land Use 110) and
industrial park (Land Use 130) are related uses.
Additional Data
Time-of-day distribution data for this land use are presented in Appendix A. For the 17 general urban/
suburban sites with data, the overall highest vehicle volumes during the AM and PM on a weekday
were counted between 6:30 and 7:30 a.m. and 3:00 and 4:00 p.m., respectively.
The sites were surveyed in the 1980s, the 1990s, the 2000s, and the 2010s in Alberta (CAN),
California, Minnesota, New Jersey, New York, Oregon, Pennsylvania, South Dakota, Texas, Vermont,
and Washington.
Source Numbers
177, 184, 241, 357, 384, 418, 443, 583, 598, 611, 728, 747, 875, 940, 969
Trip Generation Manual 10th Edition • Volume 2: Data • Industrial (Land Uses 100–199) 39Tenants in the Market Seeking Space - Lehigh/Northampton Counties
Data Set as of 5/22/2020 - 24MSF - 54 Tenants
45%
40% 39%
35%
30% 29%
25% 23%
21%
20% 20% 19%
20%
15%
15% 13%
10%
5%
0%
Consumer Products Food & Bev Last Mile Logistics Manufacturing Bulk Distribution
Over 200KSF Under 200KSFLehigh Valley Lease Comps – 2017 YTD – Under 200,000 SF Tenant Use Address SF Lease Exec. Term NNN Rent Increases TI'S ($/SF) Twin Med, LLC Life Sciences 1189 Feather Way 189,721 Feb-20 7 $6.50 3.00% $3 Teva Pharmaceuticals Life Sciences 1380 Jacobsburg Road 186,672 Nov-18 7 $5.90 3.00% $6 Sure Fit, Inc. Consumer Products 8000 Quarry Road 181,035 Feb-19 5 $5.75 2.00% CHEP USA Light Assembly 8018 Quarry Road 180,953 Apr-18 7 $5.55 2.50% Kane is Able Logistics 7570 Industrial Park Way 157,500 Sep-18 5 $5.80 2.50% Johnstone Supply Co Construction Supply 8000 Quarry Road 156,715 Sep-19 5 $5.65 2.50% $1 Stuffed Puffs Food & Bev Courtney St 150,000 Nov-19 15 $6.50 2.60% $4 Grimco Light Assembly 4 McFadden Road 141,000 Nov-19 5 $6.10 3.00% Minimal Axium Plastics Manufacturing 2010 Spillman Dr 125,000 Feb-19 7 $6.40 2.75% ShipBob Ecommerce 4779 Hanoverville Road 123,140 May-19 3 $6.25 3.00% $3 Derby Industries Consumer Products 200 Cascade Drive 114,000 Oct-19 5 $5.40 3.00% $1 Lehigh Group Construction Supply 7185 W Ambassador Dr 112,000 Jun-18 5 $5.75 3.00% Amazon Ecommerce 2202 Hangar Pl 66,495 Sep-17 3 $6.50 8.00% Kenco (Sealed Air) Consumer Products 6975 Ambassador Drive 63,000 Jun-19 5 $6.35 3.00% $5 Quanex Building Products Construction Supply 6975 Ambassador Drive 60,000 Feb-20 7 $6.60 3.00% $5 Grimco Light Assembly 2500 Emrick Blvd 50,000 Jan-18 5 $6.50 3.00% Garda CL Atlantic Security Corporate Dr 26,500 Aug-19 7 $6.64 2.00% Biomed Sciences Life Sciences 7584 Morris Ct 15,332 Oct-19 3 $8.27 3.00% Omnifift Construction Supply 7584 Morris Ct 14,643 Mar-19 10 $7.06 2.50% $10 Peirce-Phelps, Inc. Construction Supply 800 Corporate Dr 12,000 May-19 7 $6.95 2.50% As-Is Goodman Distribution, Inc. Construction Supply 964 Postal Rd 11,800 Jun-17 6 $6.55 2.50%
Bulk Distribution Flex Industrial • Optimized for less tenants and high throughput • Optimized for more smaller blocks of space • 185’ Truck Courts, Less emphasis on Car Parking • Smaller truck courts, less truck volume • Interior Loading Bay 60’ Deep, full extent of building • Minimal Loading and tractor trailer traffic • Minimum value add functions inside buildings • Higher emphasis on value add functions inside buildings
THE INFORMATION, DESIGN AND CONTENT OF THIS PLAN ARE PROPRIETARY AND SHALL NOT BE COPIED OR USED FOR ANY PURPOSE WITHOUT PRIOR WRITTEN
TM
AUTHORIZATION FROM BOHLER. ONLY APPROVED, SIGNED AND SEALED PLANS SHALL BE UTILIZED FOR CONSTRUCTION PURPOSES
SITE CIVIL AND CONSULTING ENGINEERING
W E
S
TRANSPORTATION SERVICES
LANDSCAPE ARCHITECTURE
PROGRAM MANAGEMENT
AG - AGRICULTURAL
PERMITTING SERVICES
SUSTAINABLE DESIGN
W 761.20'
LAND SURVEYING
E S82°36'52"W
RR - RU RA L RE SE (ALONTIA
TBACKEN
SID G L
50'
30' BUFFER
AL)
K IDENTI
RES
SETBAC
50' BUILDING
SITE
© BOHLER
'
.6 8
S
315
0'
.1
E
93
18"
L L 5
A IA
CK
12'
R
A
T
TB
U
EN
SE
1°
T
G
IN
N2
ID L
ILD
U
BU
ICS
RD
E
R 8"W50
YA
R
NT
G L '1 '
RO
- A RA8°06
'F
33
50
55'
G U S3
SR
A R
22.
-
R
2
REVISIONS
R
"E
6' 42
DRAWN BY
REV DATE COMMENT CHECKED BY
LOCATION MAP
9°0
SCALE: 1"=2,000'
N1
1,000 0 2,000
SS WA K
FROM DING SETBAC
Y
S4
9°
EXPRE
51
150'
IL
'22
W E
150' BU
"E
S
RURAL RESIDENTIAL (RR)
24
6.
96
0'
'
433.5
6
39
8
39
RR
0
40
SITE
E "
31'17
OB
402
L)
30' BUFFER SETBACK (ALONG RESIDENTIA
20' SIDE YARD BUILDING SETBACK
N08°
404
S04°51'57"E
6
40
LEGEND
410
8
40
20'
1'
549.45'
223.4
D PROPOSED
A STORMWATER
O BASIN ZONING MAP
R
"E
H SCALE: 1"=2,000'
78' BERM SETBACK
31'19
C
R
U 1,000 0 2,000
H
N08°
C
E S I D E NTIAL W
RAL R E
RR - RU US25IN ESSSETBACK
.14'
F I C E / B ' PARKING S
OB - OF
"E181
396 SHADED AREA IS TO SUPPORT DENSITY: (231 UNITS)
1010.25' PROPOSED: 200 UNITS
25'
27'
34.5 ACRES
416
31'19
"W
S76°48'01
K
78'
G SETBAC IDENTIAL)
25' PARKIN K (ALONG RES
AC
150'
FF ER SE TB 27'
30 ' BU 41
N08°
4
41
27'
SETBACK
2
155.9'
APING 78' BERM
396 ITH LANDSC
41
MW
. (MIN.) BER
176.9'
0
PROP. 8 FT
27'
2'
8
300'
39
40
3
276.
SETBACK
8
NG
150' BUILDI
)
WAY
19'
406
S
RES
402
27'
398
404
5'
EXP
10' 8'
19'
17
1.6 0 70,000 sf
25"E
ROM
' 40
PROP.
APARTMENT
BLDG #3
FLEX BUILDING
34 UNITS
(10 SPACES
UNDER)
K (F
CK
175 x 400
PROP.
APARTMENT
BLDG #4
34 UNITS
(10 SPACES
TBA
UNDER)
BAC
°07'
402
G SE
SET
PROP.
APARTMENT
BLDG #2 PROP.
34 UNITS APARTMENT
(10 SPACES BLDG #5
UNDER) 34 UNITS
(10 SPACES
02
UNDER)
N13
IN
DING
4 40'
ARK
150,000 sf PROP.
APARTMENT
PROP.
APARTMENT
BLDG #6
BUIL
34 UNITS
35'
BLDG #1 (10 SPACES
30 UNITS UNDER)
35' P
(10 SPACES
UNDER)
FLEX BUILDING 371.2'
100'
220 x 681 100'
6
PROP. RESTAURANT
WITH DRIVE-THRU
39
(±4,540 SF.)
SETBACK
(±66 SEATS)
BUILDING
0' 4 STORY 408
60'
30
2'
16' 4
'
06
1 6"E 128.8
8
N70°2410
8
K
G SETBAC
39
D BUILDIN
30'
E A R YA R
25'
49.8'
30' R K
25' PARKIN
G SETBAC 412 SITE NOTES
610.80' RESIDENTIAL DENSITY MAP
CK
24
414 6
A
.7'
TB
78
' 41
SE
35.5'
K
3"E
AC
1. OWNER/APPLICANT: SCALE: 1"=1,500'
418
G
15
N75°51'2
IN
TB
0'
4164
K
PC LAND, LLC
K
SE
AC
AR
400
559 MAIN STREET, THIRD FLOOR
TB
'P
41
G
IN
412
25
SE
30
ILD
0' BETHLEHEM, PA 18018
M
BU
ER
CONTACT: LOUIS P. PEKTOR & LISA PEKTOR
750 0 1,500
60'
19
'B
RY
'
78
TO
' 27 16'
4S
2. PARCEL DATA: 2015-1 PG. 192442
29
'
N07°01'12"W
0'
. 19 TAX PARCEL ID: M8-2-3D-0205
30
'
16
10
'
ZONING DISTRICT: OFFICE/BUSINESS (OB) & RURAL RESIDENTIAL (RR).
1 1 DEED REFERENCE: DBV. 771, PG. 74
'
27
406
K
AC
L 402 3. SITE AREA: GROSS = 2,693,315 (61.8300 ACRES)
TB
IA
SE
12'
G
T
IN
4. A FIELD INVESTIGATION WAS PERFORMED BY A LANGAN ENGINEERING WETLAND
LD
408
N
410
408
SCIENTIST ON DECEMBER 19, 2015. A POTENTIAL WETLAND WAS IDENTIFIED IN THE
UI
17 27
E
B
55'
8.7 '
410
NORTHWEST CORNER OF PROPERTY (THE WOODED AREA ADJACENT TO PARCEL M8,
0'
SS
'
15
I D 406 60 PENN DOT PARCEL BLOCK 2, LOT 3A-6). A FORMAL WETLAND DELINEATION WAS NOT PERFORMED.
S E 80,000 '
E N FLEX BUILDING 410
SI
5. THE PROPERTY IS LOCATED IN OTHER AREAS ZONE X (AREAS DETERMINED TO BE
R 220 x 364 OUTSIDE THE 0.2% CHANCE ANNUAL FLOODPLAIN) PER MAP ENTITLED "FIRM FLOOD
55'
L
305.00'
U
'
INSURANCE RATE MAP, NORTHHAMPTON COUNTY PENNSYLVANIA (ALL
16
A B JURISDICTIONS) PANEL 266 OF 355," COMMUNITY PANEL NUMBER 420980, WITH A MAP
R / 12'
EFFECTIVE DATE OF JULY 16, 2014.
U E
- R I C 6. ELEVATIONS ARE BASED UPON NAVD 88 DATUM, REFERENCE BENCHMARK KV1670,
FF 2"W
41
SR 0033
70'
R ELEVATION 442.40
0
R
- O 7'4
414
16' 7. THE SITE IS PROPOSED TO BE SERVICED WITH PUBLIC WATER AND PUBLIC SEWER
B 7°1
412
406 SERVICE.
O 3 N87°27'3 408 10
S 71.00' 1"W 4 ZONING REQUIREMENTS
60'
D
6'
PENNSYLVANIA
A
41.
YOU MUST CALL 811 BEFORE ANY EXCAVATION
O 414 414 ZONING DATA: PER THE BETHLEHEM TOWNSHIP ZONING ORDINANCE OF 1997, AS REVISED (CH 275)
WHETHER IT'S ON PRIVATE OR PUBLIC LAND.
R ZONING DISTRICT: (OB) OFFICE/BUSINESS DISTRICT 1-800-242-1776
www.pa1call.org
H
C 418
PROPOSED USES: PLANNED BUSINESS DEVELOPMENT __________________
R
460.00'
U
H 404 BULK REQUIREMENTS REQUIRED EXISTING PROPOSED
FOR CONCEPT
4
418
41
C PROP. 8
406 APARTMENT 41 69.188 AC.*
41
BLDG #3 MINIMUM TRACT SIZE: 10 AC. 61.827 AC.
CONSOL. LOT PURPOSES ONLY
6
408 34 UNITS
(10 SPACES
UNDER) MINIMUM LOT AREA: 2 AC. 61.827 AC. 69.188 AC.
300' 4 STORY BUILDING SETBACK
420
THIS DRAWING IS INTENDED FOR MUNICIPAL AND/OR AGENCY
300' 4 STORY BUILDING SETBACK
410
418
MINIMUM LOT WIDTH: 200 FT. 2,900 FT. NO CHANGE REVIEW AND APPROVAL. IT IS NOT INTENDED AS A CONSTRUCTION
422 422 DOCUMENT UNLESS INDICATED OTHERWISE.
33
ETBACK
2 176,000 sf
41 FLEX BUILDING
MINIMUM LOT DEPTH: 200 FT. 750 FT. NO CHANGE
ROUTE
PROJECT No.: PY192110
MINIMUM STRUCTURE SETBACKS
ILDING S
S11°09'24"E
220 x 800
420
422 DRAWN BY: MD
FRONT YARD: 50 FT. N/A 171.6 FT.
6"E
4 CHECKED BY: JAB
41
422
PROP.
ARD BU
SIDE YARD: 20 FT. N/A 155.9 FT. DATE: 1/9/2020
BLVD.
APARTMENT 49.7'
N03°07'4
BLDG #4 426 426 CAD I.D.: BOHLER 30X42
34 UNITS 424 REAR YARD: 30 FT. N/A 49.7 FT.
19'
Y
10'
30' REAR
(10 SPACES
UNDER) 30' MINIMUM BUFFER YARDS PROJECT:
6
27'
27'
424
41
.2'
330.52'
150' BUILDING SETBACK 226 FROM ADJACENT RESIDENTIAL 150 FT. N/A 150.36 FT.
K
150' BUILDING SETBACK
426
EMRIC FROM EXPRESSWAY 100 FT. N/A 306.60 FT.
41
8 SKETCH
300'
426
BUILDING HEIGHT
208.2'
430
42
0 MAX. FROM 150 - 300 FT OF RESIDENTIAL DISTRICT25 FT. N/A 25 FT.
PLAN
78' BERM SETBACK
428
78' BERM SETBACK 428
151.7'
2 45 FT. OR
42 MIN. FROM 300 - 1000 FT OF RESIDENTIAL DISTRICT N/AYou can also read
