ll...k:\18proj\18139_500_independence_avenue\cad\planning\sketches\18139_zoning-plan-resubmission.dgn...
TRANSCRIPT
STO
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2/26/2019
50.0001 sf / in.
9:15:05 AM
sheet no.
scale:
date:
project no. drawn by:
chk'd by:
approv. by:
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SE
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date:
no.
description
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K:\18proj\18139_500_Independence_Avenue\CAD\Planning\Sketches\18139_zoning-plan-resubmission.dgn
Nave
Nll
ee
wW
here Ideas G
et
Do
wn to Earth
ww
w.n
avene
well.c
om
p: 610.2
65.8
323 f: 6
10.2
65.4
299
Wayne, P
A 19087-1
830
900 W
est V
alley R
oad Suite 1
100
USER: nrakowski
of
NIC
HO
LA
S P.
RA
KO
WS
KI
Pe
nnsylv
ania Lic
ense N
o.
PE 0
74330
Pro
fessio
nal E
ngin
eer
NPR
Copyright
© 2
019 b
y N
ave N
ew
ell, Inc., W
ayne, P
A 1
9087, phone n
um
ber 610-2
65-8
323. All rights reserv
ed. The pla
ns, ele
vations, dra
win
gs, illu
strations and oth
er
material c
ontain
ed within this set are the pro
perty of
Nave N
ew
ell, Inc., a
nd m
ay n
ot be repro
duced either in p
art or
wholly, nor are they to b
e a
ssig
ned to a
ny third p
arty,
without th
e e
xpre
ssed w
ritten p
ermission of
Nave N
ew
ell, Inc.
Written dim
ensions on the dra
win
gs sh
all h
ave pre
cedence o
ver sc
ale
d dim
ensions.
Contractors shall verify, and b
e resp
onsible for all dim
ensions and c
onditio
ns on the job, and this offic
e m
ust b
e n
otified of any v
ariations fro
m the dim
ensions and c
onditio
ns sh
ow
n o
n these dra
win
gs.
All shop d
etails m
ust b
e sub
mitte
d to this offic
e for appro
val b
efore pro
ceedin
g with fabrication.
278.7
N25°3
2'4
6"W
L-2
C-1
L-1
CHD. LEN. = 284.41'
CHD. BRG. = S46°59'55"W
ARC LEN. = 284.87'
TANGENT = 142.90'
RADIUS = 1,440.00'
DELTA = 11°20'05"
CHD. LEN. = 71.68'
CHD. BRG. = N76°09'25"W
ARC LEN. = 82.18'
TANGENT = 57.17'
RADIUS = 46.00'
DELTA = 102°21'15"
CHD. LEN. = 20.07'
CHD. BRG. = N25°15'47"W
ARC LEN. = 20.07'
TANGENT = 10.03'
RADIUS = 2,030'
DELTA = 00°33'59"
CHD. LEN. = 15.11'
CHD. BRG. = N25°27'33"W
ARC LEN. = 15.11'
TANGENT = 7.56'
RADIUS = 4,970'
DELTA = 00°10'27"
162.4
7'
N24°5
8'4
7"W
388.8
6'
N25°2
2'1
9"W
70.91'
N64°37'41"E
174.45'
N41°19'5
3"E
56.58'
N30°16'4
4"E
104.98'
N51°49'35"E
119.37'N70°45'4"E
370.52'N67°40'32"E
36.55'
N32°10'5
8"E
454.98'N85°45'8"E
150.5
1'
S28°9'3
9"E
69.13'
S61°50'21"W
111.2
4'
S48°4
0'7"E
1110.4
7'
S41°19'53"
W
35 FEET ** 40 FEET
LOT AREA = 978,925.69 SQ. FT.
= 34.99%BUILDING AREA = 342,500 SQ. FT.
35% 34.99%
PROPOSED REQUIRED
REAR:
SIDE:
25 FEET
25 FEET
50 FEET
22.47 ACRES (978,925.69 SQ. FT)
100 FEET
40,000 SQ. FT.
INDUSTRIAL (IN)
MAXIMUM.
REQUIREMENTS FOR TWO (2) FEET ADDITIONAL BUILDING HEIGHT UP TO THE FIFTY FOOT
ADDITIONAL BUILDING HEIGHT; SIMILARLY, TWO (2) FEET EXCESS FOR ALL YARD
YARD SETBACKS MUST BE EXCEEDED BY ONE (1) FOOT TO ALLOW FOR ONE (1) FOOT
YARD SETBACKS ARE EXCEEDED, UP TO A MAXIMUM OF FIFTY (50) FEET. ALL REQUIRED
** THIRTY-FIVE (35) FEET PLUS ONE (1) ADDITIONAL FOOT FOR EACH FOOT ALL REQUIRED
ORDNANCE, CHAPTER 245, ARE MET.
REQUIREMENTS AND CRITERIA SET REQUIREMENTS OF THE UPPER ALLEN TOWNSHIP ZONING
UP TO A MAXIMUM OF FIFTY PERCENT (50%), PROVIDED THAT THE ADDITIONAL PROCEDURES,
* THE MAXIMUM BUILDING COVERAGE MAY BE GREATER THAN THIRTY-FIVE PERCENT (35%).
BUILDING HEIGHT:
BUILDING COVERAGE:
REAR:
SIDE:
FRONT:
MIN. BLDG. SETBACK:
LOT AREA:
MIN. BLDG. LINE WIDTH:
MIN. LOT AREA:
ZONING DISTRICT:
SITE DATA
CHAIRMAN SECRETARY
ATTEST:
2019 DAY OF REVIEWED THIS
REVIEWED BY CUMBERLAND COUNTY, PLANNING COMMISSION
WETLANDS ARE PRESENT ON THE PROPERTY.
TETHYS CONSULTANTS, INC. ON APRIL 2, 1996. SAID INVESTIGATION CONCLUDED NO JURISDICTIONAL
14. A WETLAND INVESTIGATION WAS COMPLETED FOR THE UPPER ALLEN BUSINESS PARK SUBDIVISION BY
GEOTECHNICAL ENGINEER REQUIREMENTS.
SINKHOLE DEVELOPS, TO PROVIDE CORRECTIVE ACTION IN ACCORDANCE WITH THE PROJECT
NECESSARY TO MITIGATE THE EFFECTS OF THE POTENTIAL FOR SINKHOLES AND, IN THE EVENT A
THE AREA IS/MAY BE SUBJECT TO SINKHOLES. SPECIAL CONSTRUCTION REQUIREMENTS MAY BE
13. THE PROJECT AREA IS/MAY BE UNDERLAIN WITH CARBONATE ROCKS (LIMESTONE AND DOLOMITES) AND
EROSION OF SLOPES, WASHOUT OF EMBANKMENTS, AND UNDERMINING OF PAVED AREAS ON THE SITE.
SEDIMENTATION CONTROL MEASURES ARE BEING INCORPORATED DURING CONSTRUCTION TO PREVENT
ENGINEERING INVESTIGATION REPORT AND THAT SUFFICIENT AND APPROPRIATE SOIL EROSION AND
CONSTRUCTION TO VERIFY COMPLIANCE WITH RECOMMENDATIONS CONTAINED WITHIN THE GEOTECHNICAL
12. THE PROJECT GEOTECHNICAL ENGINEER SHOULD REVIEW PLANS AND SPECIFICATIONS PRIOR TO
FABRICS, ROCK RIP-RAP LINING, CONCRETE LINING, ETC.
THROUGHOUT THE COURSE OF CONSTRUCTION SUCH AS JUTE NETTING, SYNTHETIC GEOTEXTILE
CONTROL PLAN AS WELL AS ANY ADDITIONAL MEASURES THAT MAY BECOME NECESSARY
AND SEDIMENTATION CONTROL MEASURES SHOWN ON THE SOIL EROSION AND SEDIMENTATION
11. THE SITE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL SPECIFIED SOIL EROSION
408, CURRENT EDITION, UNLESS OTHERWISE INDICATED OR DIRECTED BY THE ENGINEER.
10. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, PUBLICATION
POINTS OF TANGENCY AND POINTS OF INTERSECTION WHERE NOT CURRENTLY PRESENT.
OR PK NAIL. PROPOSED MONUMENTS SHALL BE SET AT ALL ROADWAY POINTS OF CURVATURE,
IRON PINS UNLESS OTHERWISE INDICATED HEREON TO HAVE CONCRETE MONUMENTATION
9. ALL PROPERTY CORNERS, OTHER THAN THOSE PREVIOUSLY FOUND, SHALL BE MARKED WITH
AVENUE AND ALLENDALE ROAD DURING CONSTRUCTION, AS NECESSARY.
HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL ALONG INDEPENDENCE
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACEMENT OF ALL TRAFFIC CONTROL SIGNS SHOWN
7. ALL CONCRETE CURBING SHALL MAINTAIN AN EIGHT (8) INCH REVEAL.
PAVEMENT OR CURBING.
6. THE CONTRACTOR SHALL SAW-CUT ALL JOINTS WHERE PROPOSED CONSTRUCTION MEETS EXISTING
UNLESS OTHERWISE INDICATED.
5. ALL LINE STRIPING SHALL BE FOUR (4) INCH WIDE WHITE OR YELLOW STANDARD TRAFFIC PAINT
PAVEMENT UNLESS OTHERWISE INDICATED.
4. ALL DIMENSIONS SHOWN HEREON ARE TO THE FACE OF BUILDING, FACE OF CURB OR EDGE OF
3. THE CONTRACTOR SHALL REFERENCE ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS.
EXCAVATION IN THE CONSTRUCTION AREA.
AMENDED, TO VERIFY THE EXACT LOCATION OF ALL UNDERGROUND FACILITIES PRIOR TO
2. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES IN ACCORDANCE WITH ACT 38, AS
PRIOR TO CONSTRUCTION.
1. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE SITE
GENERAL NOTES:
TOTAL SPACES PROVIDED: 198 SPACES
HANDICAP (STANDARD W/5' AISLE) 4 SPACES (D)
(C) HANDICAP (VAN ACCESSIBLE W/8' AISLE) 4 SPACES
(B) STANDARD SPACES (9' X 20'): 44 SPACES
(A) STANDARD SPACES (9' X 18'): 146 SPACES
3. SPACES PROVIDED:
TOTAL SPACES REQUIRED: 179 SPACES
313,420 SQ, FT. / 5,000 SQ. FT. PER SPACE = 63 SPACES (B) WAREHOUSE:
(A) OFFICE: 29,080 SQ. FT. / 250 SQ. FT. PER SPACE = 116 SPACES
2. SPACES REQUIRED:
(B) WARE HOUSE: ONE (1) SPACE PER 5,000 SQUARE FEET
(A) OFFICE: ONE (1) SPACE PER 250 SQUARE FEET
1. PARKING REQUIREMENT:
PARKING DATA:
BOUNDARY DATA:
LINE L-2
CURVE C-1
LINE L-1
LINE / CURVE
64°42'39"
DELTA
25.00'
RADIUS
15.84'
TANGENT
28.24'
ARC LEN.
N87°07'42"E
S60°30'58"E
S28°09'39"E
CHORD BRG.
24.02'
26.76'
45.72'
CHORD LEN. GRAPHIC SCALE50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft
FOR EXACT DIMENSIONS)
(SEE ARCHITECTURAL DRAWINGS
342,500 SQ. FT.
PROPOSED WAREHOUSE
HEAVY DUTY P
AVEMENT
HEAVY DUTY P
AVEMENT
15' CONCRET
E DOLLY
PAD
CONCRETE LO
ADING D
OCKS = 8
20'
DUTY PAVEMENT
LIMITS
OF HEAVY
9'
18'
20'
30'
15'
86'
55'
29'
34'
30'
65'
R
50'R
5'
R
4'R
5'R
25'
R
25'
R
100'
R
15'
R
10'
R
5'
R
5'
R
5'R
10'
R
5'
R
5'R
9' 18'
9'8'5'8'
8'8'
8'8'5'8'
20'
5'
5'
SCALE: 1" = 2,000'
LOCATION PLAN
PAGE IN PLAN BOOK
2019 DAY OF RECORDED THIS
RECORDED IN CUMBERLAND COUNTY COURTHOUSE
ENGINEER
2019 DAY OF REVIEWED THIS
REVIEWED BY THE UPPER ALLEN TOWNSHIP ENGINEER
PRESIDENT SECRETARY
ATTEST:
2019 DAY OF APPROVED THIS
UPPER ALLEN TOWNSHIP, CUMBERLAND COUNTY PA.
APPROVED BY THE BOARD OF COMMISSIONERS,
NPR
of 1 1
BTK
2/21/19
1"=50'
AM
EN
DE
D FIN
AL SIT
E P
LA
N
18-139
UPP
ER A
LLE
N T
WP., C
UM
BE
RL
AN
D C
OU
NTY,
PA
500 I
ND
EP
EN
DE
NC
E A
VE
NU
E(U
PP
ER A
LLE
N B
USIN
ES
S P
AR
K - L
OT #
10)
DU
KE R
EA
LT
Y, LP
16
18
20
23
21
22
24
25
29
(T-6
08 6
0-F
OO
T WID
E R.O.W.)
ALLE
ND
ALE R
OA
D
ASPHALT EMERGENCY A
CCESS DRIV
EWAY
ASPHALT EMERGENCY ACCESS DRIVEWAY
(60-FO
OT WIDE R
.O.W.)
INDEPENDENCE A
VENUE
SIGN"NO TRUCKS"
PROPOSED
SIGN"NO TRUCKS"
EXISTING
GATEEXISTING
EDGE OF P
AVEMENT (TYP.)
50-F
OO
T F
RO
NT Y
AR
D B
UIL
DIN
G S
ETB
AC
K LIN
E
50-FO
OT FRONT Y
ARD BUIL
DING S
ETBACK L
INE
25-FOOT REAR YARD BUILDING SETBACK LINE
BUIL
DIN
G S
ETB
AC
K LIN
E
25-F
OO
T SID
E Y
AR
D
PAGE IN PLAN BOOK
2019 OF
DAY WITNESS BY MY HAND AND SEAL THIS
THIS PLAN WHICH IS INTENDED TO BE RECORDED.
PENNSYLVANIA. LOTS AND EASEMENTS ACCORDING TO
ALLEN, COUNTY OF CUMBERLAND COMMONWEALTH OF
UPON OUR LAND SITUATED IN THE TOWNSHIP OF UPPER
, HAVE LAID OUT WE,
PERSONALLY APPEAR
BEFORE ME A NOTARY PUBLIC THE UNDERSIGNED DID
2019 DAY OF ON THIS
COUNTY OF
COMMONWEALTH OF PENNSYLVANIA
LOT 48
TAX MAP 275-1
DB 252 PG 3314
DUKE REALTY
LANDS N/F
APN: 42-10-0256-048
LOT 297
TAX MAP 275-1
INSTRUMENT NO.: 201210034
WILLIAM R. GRACE
LANDS N/F
APN: 42-10-0256-297
EDGE OF P
AVEMENT (TYP.)
25, 2013, LAST REVISED AUGUST 6, 2013.
ALTA/ACSM LAND TITLE SURVEY PREPARED BY CONTROL POINT ASSOCIATES, INC., DATED JULY
MICHAEL BRILL & ASSOCIATES, INC. CONSULTING ENGINEERS, DATED FEBRUARY 3, 2003 AND AN
22. THIS PLAN IS BASED ON A REVISED PRELIM./FINAL LAND DEVELOPMENT PLAN (SITE) PREPARED BY J.
TERMS AND CONDITIONS WOULD PREVAIL.
AFFIRMED FOR THIS REVISED PLAN UNLESS THERE IS A CONFLICT. IN WHICH CASE, THE REVISED PLAN
21. ALL OF THE TERMS AND CONDITIONS OF THE ORIGINALLY APPROVED PLAN ARE INCORPORATED AND
A. ELIMINATION OF THE PROPOSED "NO TRUCK" SIGNS FOR THE EASTERN PARKING AREA.
THE APPROVAL OF THIS REVISED LAND DEVELOPMENT PLAN ARE AS FOLLOWS:
PLAN FOR UPPER ALLEN BUSINESS PARK - LOT 10, DATED FEBRUARY 3, 2003. REVISIONS RESULTING FROM
20. THIS PLAN HAS BEEN PREPARED TO SUPERCEDE THE REVISED PRELIMINARY/FINAL LAND DEVELOPMENT
TOWNSHIP RELATED TO THE IMPACT OF THIS DEVELOPMENT ON THE ADJOINING LANDS TO THE NORTH.
CONCERNS OF THE ADJOINING RESIDENTS TO THE NORTH AS WELL AS THE CONCERNS OF UPPER ALLEN
19. THE INFORMATION DEPICTED HEREON ILLUSTRATED THE BEST EFFORTS OF THE DEVELOPER TO MEET THE
ASSOCIATED ILLUMINATION MUST BE MAINTAINED BY THE PROPERTY OWNER, SUCCESSOR AND ASSIGNS.
INSTALLED TO ILLUMINATE THE STRUCTURE AFTER DARK. BOTH THE VERTICAL RESTRICTION DEVICE AND
FOUNDATION ON EACH SIDE OF THE ACCESS DRIVEWAY. ADDITIONALLY, SUFFICIENT LIGHTING MUST BE
THIRTEEN (13) FEET. THIS STRUCTURE SHALL HAVE AN I-BEAM CONSTRUCTION WITH A CONCRETE
18. THE PROPOSED VERTICAL RESTRICTION DEVICE SHALL HAVE A CLEAR HEIGHT OF NO MORE THAN
SUCCESSOR AND ASSIGNS.
PUBLICATION #236, R5-2 30"x30" SIGN. SAID SIGNS SHALL BE MAINTAINED BY THE PROPERTY OWNER,
SHALL CONFORM WITH DIMENSIONS FOUND WITHIN PENNSYLVANIA DEPARTMENT OF TRANSPORTATION
FROM ACCESSING THE NORTHERN PARKING AREA WITHIN THE PROPERTY. GRAPHIC SIGN COMPONENTS
17. PROPOSED "NO TRUCK" SIGNS SHALL BE PLACED AS IDENTIFIED HEREON TO PREVENT TRUCK TRAFFIC
ROAD SHALL BE IN ACCORDANCE WITH UPPER ALLEN TOWNSHIP ZONING ORDINANCE SECTION 245-34.
16. TRAFFIC VISIBILITY REQUIREMENTS AT THE INTERSECTION OF INDEPENDENCE AVENUE AND ALLENDALE
1997. DEP CODE NO. A3-21929-185-3, APPROVED JULY 18, 1997.
BEEN APPROVED AS PART OF THE UPPER ALLEN BUSINESS PARK SUBDIVISION PLAN DATED AUGUST 4,
15. THE DEPARTMENT OF ENVIRONMENTAL PROTECTION PLANNING MODULE FOR LAND DEVELOPMENT HAS
RESTRICTION DEVICEEXISTING VERTICAL
EASEMENT10' X 10' VERIZON
APPROX. LOCATION
EASEMENT30' WIDE PP&LAPPROX. LOCATION
EASEMENT35' WIDE PETROLEUMAPPROX. LOCATION
EASEMENT33' WIDE PETROLEUMAPPROX. LOCATION
PETROLEUM EASEMENT50' WIDE GAS PIPELINEAPPROX. LOCATION
CHAIRMAN SECRETARY
ATTEST:
2019
DAY OF RECOMMENDED FOR APPROVAL THIS
OF UPPER ALLEN TOWNSHIP, CUMBERLAND COUNTY, PA
REVIEWED BY THE PLANNING COMMISSION
26' 24'
9'
SIGN"STOP"
EXISTING
727.95'
400.0
0'
204.67'
150.0
0'
250.0
0'
933.06'
(TO BE REMOVED)TRUCKS" SIGNEXISTING "NO