1
S T O P S T OP 2/26/2019 50.0001 sf / in. 9:15:05 AM sheet no. scale: date: project no. drawn by: chk'd by: approv. by: L O C AT I ON: DR AW I NG NAM E : S E AL : dat e : no. de s c r i pti on R E VI S I ONS c hk ' d by A 1 B C D E F 2 3 4 5 6 7 8 K:\18proj\18139_500_Independence_Avenue\CAD\Planning\Sketches\18139_zoning-plan-resubmission.dgn N a v e N l l e e w W h e r e I d ea s Ge t Do w n t o E a r t h www . na v e ne w e ll . c om p: 610 . 265 . 8323 f : 610 . 265 . 4299 W a yne , P A 19087 - 1830 900 W e s tVa ll e y Roa d S uit e 1100 USER: nrakowski of NI C HO L AS P . R AKO W S K I Penns y l v ani a L i cens e N o. PE 074330 Pr of ess i onal E ngi neer NPR C opy r i gh t © 2019 by Nav e Ne w e ll , I n c ., W ayn e , P A 19087 , phon e nu m be r 610 - 265 - 8323 . All r i gh t s r e s e r v e d. T h e pl an s , e l e v ati on s , dr aw i ngs , ill u s t r ati on s and o t h e r m at e r i al c on t ai n e d w it h i n t h i s s e t ar e t h e pr ope r t y o f Nav e Ne w e ll , I n c ., and m ay no t be r e pr odu ce d e it h e r i n par t o r w ho ll y , no r ar e t h e y t o be ass i gn e d t o any t h i r d par t y , w it hou t t h e e xpr e ss e d w r itt e n pe r m i ss i on o f Nav e Ne w e ll , I n c . W r itt e n di m e n s i on s on t h e dr aw i ngs s h all h av e pr ece de n ce ov e r s cal e d di m e n s i on s . C on t r ac t o r s s h all v e r i f y , and be r e s pon s i bl e f o r all di m e n s i on s and c onditi on s on t h e j ob, and t h i s o ff i ce m u s t be no ti f i e d o f any v ar i ati on s fr o m t h e di m e n s i on s and c onditi on s s ho w n on t h e s e dr aw i ngs . All s hop de t ail s m u s t be s ubm itt e d t o t h i s o ff i ce f o r appr ov al be f o r e pr o cee di ng w it h f abr i cati on . 278 . 7 N2 5 ° 32 ' 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" 1 62 . 47 ' N24 ° 58 ' 4 7 " W 388 . 86 ' N25 ° 22 ' 19 " W 70 . 9 1 ' N 6 4 ° 3 7 ' 41 " E 174 . 45 ' N 41 ° 19 ' 53 " E 56 . 58 ' N 3 0 ° 1 6 ' 4 4 " E 104 . 98 ' N 51 ° 4 9 ' 35 " E 119 . 37 ' N 7 0 ° 45 ' 4 " E 37 0 . 5 2 ' N 67 ° 4 0 ' 32 " E 36 . 55 ' N 32 ° 10 ' 58 " E 45 4 . 9 8 ' N 85 ° 45 ' 8 " E 150 . 51 ' S 28 ° 9 ' 39 " E 69 . 1 3 ' S 6 1 ° 5 0 ' 2 1 " W 111 . 24 ' S 4 8 ° 40 ' 7 " E 1 1 10 . 4 7 ' S 41 ° 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 SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch = 50 ft FOR EXACT DIMENSIONS) (SEE ARCHITECTURAL DRAWINGS 342,500 SQ. FT. PROPOSED WAREHOUSE H E AVY DU T Y P AV E ME N T H E AVY DU T Y P AV E ME N T 15 ' C ON CR ET E DO LL Y P AD C ON CR E TE L OAD I NG DO C K S = 820 ' DU T Y P AV E ME N T L I MI T S O F H E AVY 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 1 5 ' 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' A M E ND E D F I NA L S I TE P L AN 18-139 UPP E R A LLE N T W P ., C UM B E R L AND C O UN T Y , P A 500 I NDE P E NDE NCE AV E NUE ( UPP E R A LLE N B US I NE SS P A RK - L O T #10 ) DUK E RE A LT Y , L P 16 18 20 23 21 22 24 25 29 ( T - 6 08 60 - F OO TW I DER . O . W . ) ALLE NDALE R OAD A SP HA LT E ME R G E N C Y A CC E SS D R I V E WAY A SP HA LT E ME R G E N C Y A CC E S S D R I V E WAY ( 60 - F OO T WI D E R . O . W. ) I ND E P E ND E N C E AV E NU E SIGN "NO TRUCKS" PROPOSED SIGN "NO TRUCKS" EXISTING GATE EXISTING E DG E O F P AV E ME N T ( T Y P . ) 50 - F OO TF R ONTYAR D B UI L DI NG S ET B AC K L I NE 50 - F OO T F R ON T YA R DB U I L D I NG S ET B A C K L I N E 25 - F O O T R E A R YA R DB U I L D I NG S ET B A C K L I N E B UI L DI NG S ET B AC K L I NE 25 - F OO TS I DE YAR 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 E DG E O F P AV E ME N T ( T Y P . ) 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 DEVICE EXISTING VERTICAL EASEMENT 10' X 10' VERIZON APPROX. LOCATION EASEMENT 30' WIDE PP&L APPROX. LOCATION EASEMENT 35' WIDE PETROLEUM APPROX. LOCATION EASEMENT 33' WIDE PETROLEUM APPROX. LOCATION PETROLEUM EASEMENT 50' WIDE GAS PIPELINE APPROX. 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 . 00 ' 204 . 67 ' 150 . 00 ' 250 . 00 ' 933 . 06 ' (TO BE REMOVED) TRUCKS" SIGN EXISTING "NO

ll...K:\18proj\18139_500_Independence_Avenue\CAD\Planning\Sketches\18139_zoning-plan-resubmission.dgn N a v e N ll e e w W h e re I d e a s G e t D o w n t o E a rt h w w w.n a v e

  • Upload
    others

  • View
    0

  • Download
    0

Embed Size (px)

Citation preview

Page 1: ll...K:\18proj\18139_500_Independence_Avenue\CAD\Planning\Sketches\18139_zoning-plan-resubmission.dgn N a v e N ll e e w W h e re I d e a s G e t D o w n t o E a rt h w w w.n a v e

STO

P

STOP

2/26/2019

50.0001 sf / in.

9:15:05 AM

sheet no.

scale:

date:

project no. drawn by:

chk'd by:

approv. by:

LO

CA

TIO

N:

DR

AWIN

G N

AM

E:

SE

AL:

date:

no.

description

RE

VISIO

NS

chk'd

by

A

1

B

C

D

E

F

2 3 4 5 6 7 8

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