BRANDYWINE SUMMIT HOTEL · brandywine summit hotel lapa 1, l.p. unit boundary adjustment plan...

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BALTIMORE PIKE (SR 001 WILMINGTON WEST CHESTER PIKE (SR 0202) SITE SPRING VALLEY RO RIDGE ROAD N W S E WILMINGTON - WEST CHESTER PIKE (ROUTE 202) WOODLAND DRIVE PROPOSED 4 STORY HOTEL FINAL LAND DEVELOPMENT PL BRANDYWINE SUMMIT HOTEL 1792 WILMINGTON W. CHESTER PIKE NOVEMBER 21, 2018 FOR CHADDS FORD TOWNSHIP , DELAWARE COUNTY, PENNSYL LOCATION MAP SITE MAP Glen Mills, Pennsylvania 19342 1786 Wilmington West Chester Pike/Suite 300 The Summit at Brandywine 610.358.9363 fax 610.358.9376 CONSULTING ENGINEERS & SURVEYORS KELLY & CLOSE ENGINEERS 1 (REVISED JULY 24, 2019)

Transcript of BRANDYWINE SUMMIT HOTEL · brandywine summit hotel lapa 1, l.p. unit boundary adjustment plan...

Page 1: BRANDYWINE SUMMIT HOTEL · brandywine summit hotel lapa 1, l.p. unit boundary adjustment plan (record plan 4 of 11) 4. n/l joseph b. & linda b. steward 14 longview drive glen mills,

BALTIMO

RE PIKE

(SR 00

1)

WILM

INGTON

WEST CH

ESTER

PIKE (SR 0202)

SITE

SPRING

VALLE

Y ROAD

RIDGE ROAD

PROPO

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4 STORY HOTEL

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WILMINGTON - WEST CHESTER PIKE (ROUTE 202)

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PROPOSED4 STORY HOTEL

FINAL LAND DEVELOPMENT PLANBRANDYWINE SUMMIT HOTEL

1792 WILMINGTON W. CHESTER PIKENOVEMBER 21, 2018

FOR

CHADDS FORD TOWNSHIP, DELAWARE COUNTY, PENNSYLVANIA

LOCATION MAP

SITE MAP

Glen Mills, Pennsylvania 193421786 Wilmington West Chester Pike/Suite 300The Summit at Brandywine

610.358.9363 fax 610.358.9376

CONSULTING ENGINEERS & SURVEYORSKELLY & CLOSE ENGINEERS 1

(REVISED JULY 24, 2019)

Page 2: BRANDYWINE SUMMIT HOTEL · brandywine summit hotel lapa 1, l.p. unit boundary adjustment plan (record plan 4 of 11) 4. n/l joseph b. & linda b. steward 14 longview drive glen mills,

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CONSULTIN

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SKELLY & CLOS

E ENGINEERS

BRANDYW

INE SUMMIT HOTEL

LAPA 1, L.P.

UNIT BOUNDARY ADJUSTMENT PLAN

(RECORD PLAN 4 of 11)

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N/L JOSEPH B. & LINDA B. STEWARD 14 LONGVIEW DRIVE GLEN MILLS, PA 19342
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N/L JOSEPH E. & PAMELA L. PARRETT 13 LONGVIEW DRIVE GLEN MILLS, PA 19342
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N/L ROBERT B. & ANNE E. POUNDS 15 LONGVIEW DRIVE GLEN MILLS, PA 19342
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N/L MICHAEL J. PESSAGNO & LAUREN N. BENNETT 16 LONGVIEW DRIVE GLEN MILLS, PA 19342
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N/L GEORGE R. VANHORN 17 LONGVIEW DRIVE GLEN MILLS, PA 19342
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N/L BENJAMIN S. & ELLEN D. SIMONS 18 LONGVIEW DRIVE GLEN MILLS, PA 19342
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N/L KEYSTONE PLAZA FAMILY 1810 WILMINGTON PIKE #1 GLEN MILLS, PA 19342
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N/L EUGENE K. & CAROL A. CARTER jr. 9 SUMMIT DRIVE GLEN MILLS, PA 19342
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N/L LCB CHADDS FORD LLC 1778 WILMINGTON PIKE GLEN MILLS, PA 19342
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N/L MARGARET A BENNETT & SUZANNE E LYNCH 10 SUMMIT DRIVE GLEN MILLS, PA 19342
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N/L THOMAS J. & MARIE T. KOCH 12 LONGVIEW DRIVE GLEN MILLS, PA 19342
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N/L KHOSRAVI LLC 3 WOODLAND DR. GLEN MILLS, PA 19342
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N/L VINCENT D. & ELIZABETH A. MONGIOVI 4 WOODLAND DR GLEN MILLS, PA 19342
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N/L MEP REALTY LLC 1785 WILMINGTON PIKE GLEN MILLS, PA 19342
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N23°54'09"W 725.70'
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S03°50'09"E 637.99'
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S46°19'41"W 455.28'
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N03°50'09"W 248.00'
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N86°09'51"E 598.60'
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PBC
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R-2
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PBC
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B
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R-2
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B
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PBC
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R-2
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PBC
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60'
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BERM AREA
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60'
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BERM AREA
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N88°16'30"W
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26.59'
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N01°43'30"E
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8.34'
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N88°16'30"W
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44.83'
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S01°43'30"W
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8.34'
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N88°16'30"W
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26.58'
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S01°43'30"W
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60.00'
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S88°16'30"E
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98.00'
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S86°07'21"W
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72.82'
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S03°52'39"E
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28.89'
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N86°07'21"E
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8.31'
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N03°52'39"W
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45.06'
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N03°52'39"W
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29.05'
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S86°07'21"W
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72.78'
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S03°52'39"E
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103.00'
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N01°43'30"E
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60.00'
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1 STORY BLOCK
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RESTAURANT
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SHED
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F.F. = 402.40
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F.F. = 399.14
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F.F. = 402.41
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WETLANDS
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WETLANDS
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MACADAM DRIVEWAY
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MACADAM DRIVEWAY
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GRAVEL
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GRAVEL
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Existing R.O.W.
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Existing R.O.W.
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M
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GV
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N/L JEFFREY D. & KAREN I ERNST 19 LONGVIEW DRIVE GLEN MILLS, PA 19342
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N/L 1801 ROUTE 202 1801 WILMINGTON PIKE GLEN MILLS, PA 19342
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N/L LAPA I 1792 WILMINGTON PIKE GLEN MILLS, PA 19342
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NEAREST STREET INTERSECTION TO THE SITE - WOODLAND AVENUE & ROUTE 202.
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EDGE OF ROAD
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EDGE OF CURB
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EX. 2 STORY STONE BUILDING
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EX. 2 STORY BRICK BUILDING
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EX. 3 STORY BRICK BUILDING
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PBC-1
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3
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5
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4
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BENCH MARK El: 380.03
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1/2
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EX. SPRINGHOUSE FOUNDATION (TO REMAIN)
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Iron Pin (W/Cap)
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Iron Pin (W/Cap)
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Iron Pin (W/Cap)
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Iron Pin (W/Cap)
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Iron Pin (W/Cap)
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75'x12' CWA Perm. R/W
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Existing R.O.W.
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END OF EX. CURB
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END CURB
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ONLY
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49,932 sq.ft. (12,705 sq.ft. Foot Print-Outer Wall) (85 Rooms) FF:406.40
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17
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13
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LOADING ZONE
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18
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MAIL PARKING
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18
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LOADING ZONE
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6
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10
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12
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9
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15
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11
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13
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18
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14
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4
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11
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6
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3
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SWM BASIN #1
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SWM BASIN #2
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6
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4
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4
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2
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SWM BASIN #4 (NOT FOR INFILTRATION)
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SWM BASIN #3 (NOT FOR INFILTRATION)
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PROP. I.P.
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PROP. I.P.
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SWM BASIN #5 (NOT FOR INFILTRATION)
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PROP. I.P.
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PROP. I.P.
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PROP. I.P.
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PROP. I.P.
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175.56'
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129.94'
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121.24'
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RELOCATED BOUNDARY LOT 3
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NOTE: * PROPOSED LOT #1 IS THE COMBINED EXISTING FORMER LOTS #1 AND 2. PROPOSED LOT #1 IS THE COMBINED EXISTING FORMER LOTS #1 AND 2. ** EXISTING LOT #2 IS TO BE EXTINGUISHED. LOT #2 IS NOT BEING PROPOSED. EXISTING LOT #2 IS TO BE EXTINGUISHED. LOT #2 IS NOT BEING PROPOSED. *** THE BOUNDARY OF LOT #3 IS TO BE RELOCATED HOWEVER, THE PROPOSED ACREAGE OF LOT #3 IS TO REMAIN THE SAME AS EXISTINGTHE BOUNDARY OF LOT #3 IS TO BE RELOCATED HOWEVER, THE PROPOSED ACREAGE OF LOT #3 IS TO REMAIN THE SAME AS EXISTING
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REQUIRED
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PROPOSED HOTEL
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TRACT AREA:
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4 ac. (min.)
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10.066 ac. (GROSS)
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SETBACK FROM S.R. 0202
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85' (min.)
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362.91'
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75' (min.) (adjoins residential)
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75.00'
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50' (min.) (adjoins non residential)
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550.04'
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HEIGHT:
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40' (max.)
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40.00'
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ZONED PBC: PLANNED BUSINESS CENTER DISTRICT
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ZONING TABLE
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8.553 ac. (NET)
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HIGHWAY FRONTAGE
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300' (min.)
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637.99'
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BERM:
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60' (min.)
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60.00'
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PERIMETER SETBACK: (SIDE & REAR)
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FRONT YARD SETBACK:
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SIDE YARD SETBACK:
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REAR YARD SETBACK:
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85' (min.)
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50' (from non residential) / 75' (from residential)
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75' (from residential)
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362.91'
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75.00'
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102.12'
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PROFESSIONAL OFFICES
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HOTEL
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1
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1.2
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250 S.F. OF GFA *
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ROOM
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38,546 **
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85
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ORDINANCE REQUIREMENT
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OFF-STREET PARKING CALCULATION
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/
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TOTAL REQUIRED SPACES
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PARKING SPACES
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USE
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PER
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DESCRIPTION
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SITE INFORMATION
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S.F. OF GFA
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ROOMS
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154
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102
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256
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REQUIRED SPACES
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* GFA = Gross Floor Area GFA = Gross Floor Area ** See Office Gross Floor Area CalculationSee Office Gross Floor Area Calculation
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(INCLUDING 7 ADA SPACES)
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TOTAL SPACES PROVIDED
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277
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(INCLUDING 13 ADA SPACES) (NOT INCLUDING 2 LOADING ZONES)
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EXISTING
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BUILDING COVERAGE (25%%% MAX)
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3.98%%%
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IMPERVIOUS COVERAGE (65%%% MAX)
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20.04%%%
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PROPOSED
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7.87%%%
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47.87%%%
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BUILDING COVERAGE (25%%% MAX)
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IMPERVIOUS COVERAGE (65%%% MAX)
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BUILDING AND IMPERVIOUS COVERAGE
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3
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5,832
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OFFICE GROSS FLOOR AREA CALCUALTION
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BUILDING
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GROSS FLOOR AREA
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4
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14,996
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5
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17,718
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OFFICE BUILDING GFA
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38,546
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IMPERVIOUS SURFACE TABULATION - PROPOSED PAVING, PARKING, DRIVEWAYS: 131,895 SF 131,895 SF CONCRETE WALKWAYS, SIDEWALKS, PADS: 17,123 SF 17,123 SF EX. BUILDING 3: 2,442 SF 2,442 SF EX. BUILDING 4: 7,874 SF 7,874 SF EX. BUILDING 5: 6,285 SF 6,285 SF PROPOSED HOTEL: 12,734 SF 12,734 SF TOTAL IMPERVIOUS AREA: 178,353 SF 178,353 SF (4.0944 AC)
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OFF-STREET PARKING NOTES: 1. PER TABLE 1106.1 OF THE 2015 INTERNATIONAL BUILDING PER TABLE 1106.1 OF THE 2015 INTERNATIONAL BUILDING CODE, THE MINIMUM NUMBER OF REQUIRED ACCESSIBLE SPACES IS 7 WHEN THE TOTAL PARKING SPACES PROVIDED IS WITHIN 201-300. 2. PER 1106.5 OF THE 2015 INTERNATIONAL BUILDING CODE, PER 1106.5 OF THE 2015 INTERNATIONAL BUILDING CODE, FOR EVERY SIX OR FRACTION OF SIX ACCESSIBLE PARKING SPACES, AT LEAST ONE SHALL BE A VAN-ACCESSIBLE PARKING SPACE
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This document and all information and work product represented by and contained herein, is the sole and exclusive property of James C. Kelly & Associates, Inc., t/a Kelly & Close Engineers. The information contained herein is licensed only for limited use by the intended recipient, and no license, permission or authority is extended, directly or implied, to any party without express written permission of James C. Kelly & Associates, Inc. Copyright, 2018, James C. Kelly & Associates, Inc. All rights reserved
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of %%u %%u
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SHEET
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date:
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scale:
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drawn by:
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dwg. name:
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checked by:
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project no.:
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DATE
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REV.
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DESCRIPTION
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BY
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1792 WILMINGTON W. CHESTER PIKE
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CHADDS FORD TOWNSHIP
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DELAWARE COUNTY, PENNSYLVANIA
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FINAL LAND DEVELOPMENT PLAN
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41
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November 21, 2018
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H.M.G./K.L.F./N.K./C.G.K.
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J.P.K.
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2018-013
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REGISTRATION SEAL IN RED INK.
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ORIGINAL PLANS BEAR A
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E
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A
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REGISTERED PROFESSIONAL
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ENGINEER PE-061941
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JAMES PATRICK KELLY
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PROJECT SERIAL No.:
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1-800-242-1776
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(TOLL FREE)
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STOP! CALL 1-800-242-1776
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IN...
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BEFORE YOU DIG ANYWHERE
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PENNSYLVANIA
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PA LAW REQUIRES 3 WORKING DAYS NOTICE FOR CONSTRUCTION PHASE AND 10 WORKING DAYS NOTICE IN DESIGN STAGE PENNSYLVANIA ONE CALL SYSTEM, Inc. ALL TRENCHING, SHEETING AND SHORING SHALL BE IN STRICT ACCORDANCE WITH OSHA STANDARDS.
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20183113480
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1
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05/21/2019
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REVISED PER TOWNSHIP REVIEWS
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J.P.K.
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REFER TO SHEETS #2 and #3 FOR PLAN NOTES
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2
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07/24/2019
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REVISED PER TOWNSHIP REVIEWS
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J.P.K.
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1" = 40'
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F-SUBD
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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40
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Page 3: BRANDYWINE SUMMIT HOTEL · brandywine summit hotel lapa 1, l.p. unit boundary adjustment plan (record plan 4 of 11) 4. n/l joseph b. & linda b. steward 14 longview drive glen mills,

PROPOSED4 STORY HOTEL

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103HOTELPARKINGSPACES

23 BUILDING #3PARKING SPACES

60 BUILDING #4PARKING SPACES

71 BUILDING #5PARKING SPACES

20 COMMONPARKING SPACES

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CONSULTIN

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SKELLY & CLOS

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BRANDYW

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LAPA 1, L.P.

PARKING ALLOCATION

PLAN

6

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ONLY
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PROP. TREE/BRUSH LINE (TYP)
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49,932 sq.ft. (12,705 sq.ft. Foot Print-Outer Wall) (85 Rooms) FF:406.40
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17
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13
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LOADING ZONE
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MAIL PARKING
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LOADING ZONE
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N/L JOSEPH B. & LINDA B. STEWARD 14 LONGVIEW DRIVE GLEN MILLS, PA 19342
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N/L JOSEPH E. & PAMELA L. PARRETT 13 LONGVIEW DRIVE GLEN MILLS, PA 19342
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N/L ROBERT B. & ANNE E. POUNDS 15 LONGVIEW DRIVE GLEN MILLS, PA 19342
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N/L MICHAEL J. PESSAGNO & LAUREN N. BENNETT 16 LONGVIEW DRIVE GLEN MILLS, PA 19342
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N/L GEORGE R. VANHORN 17 LONGVIEW DRIVE GLEN MILLS, PA 19342
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N/L BENJAMIN S. & ELLEN D. SIMONS 18 LONGVIEW DRIVE GLEN MILLS, PA 19342
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N/L KEYSTONE PLAZA FAMILY 1810 WILMINGTON PIKE #1 GLEN MILLS, PA 19342
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N/L EUGENE K. & CAROL A. CARTER jr. 9 SUMMIT DRIVE GLEN MILLS, PA 19342
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N/L LCB CHADDS FORD LLC 1778 WILMINGTON PIKE GLEN MILLS, PA 19342
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N/L MARGARET A BENNETT & SUZANNE E LYNCH 10 SUMMIT DRIVE GLEN MILLS, PA 19342
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N/L THOMAS J. & MARIE T. KOCH 12 LONGVIEW DRIVE GLEN MILLS, PA 19342
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N/L KHOSRAVI LLC 3 WOODLAND DR. GLEN MILLS, PA 19342
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N/L VINCENT D. & ELIZABETH A. MONGIOVI 4 WOODLAND DR GLEN MILLS, PA 19342
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N/L MEP REALTY LLC 1785 WILMINGTON PIKE GLEN MILLS, PA 19342
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1 STORY BLOCK
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RESTAURANT
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SHED
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F.F. = 402.40
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F.F. = 399.14
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F.F. = 402.41
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WETLANDS
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WETLANDS
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MACADAM DRIVEWAY
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MACADAM DRIVEWAY
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GRAVEL
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GRAVEL
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Existing R.O.W.
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Existing R.O.W.
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M
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GV
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N/L JEFFREY D. & KAREN I ERNST 19 LONGVIEW DRIVE GLEN MILLS, PA 19342
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N/L 1801 ROUTE 202 1801 WILMINGTON PIKE GLEN MILLS, PA 19342
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N/L LAPA I 1792 WILMINGTON PIKE GLEN MILLS, PA 19342
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NEAREST STREET INTERSECTION TO THE SITE - WOODLAND AVENUE & ROUTE 202.
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EX. 2 STORY STONE BUILDING
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EX. 2 STORY BRICK BUILDING
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EX. 3 STORY BRICK BUILDING
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3
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5
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4
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1/2
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EX. SPRINGHOUSE FOUNDATION (TO REMAIN)
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Existing R.O.W.
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STEEP SLOPES (15-25%)
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SLOPE LEGEND ..
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VERY STEEP SLOPES (>25%)>25%)25%)
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This document and all information and work product represented by and contained herein, is the sole and exclusive property of James C. Kelly & Associates, Inc., t/a Kelly & Close Engineers. The information contained herein is licensed only for limited use by the intended recipient, and no license, permission or authority is extended, directly or implied, to any party without express written permission of James C. Kelly & Associates, Inc. Copyright, 2018, James C. Kelly & Associates, Inc. All rights reserved
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of %%u %%u
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SHEET
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date:
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scale:
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drawn by:
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dwg. name:
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checked by:
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project no.:
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DATE
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REV.
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DESCRIPTION
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BY
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1792 WILMINGTON W. CHESTER PIKE
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CHADDS FORD TOWNSHIP
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DELAWARE COUNTY, PENNSYLVANIA
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FINAL LAND DEVELOPMENT PLAN
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41
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November 21, 2018
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H.M.G./K.L.F./N.K./C.G.K.
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J.P.K.
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2018-013
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REGISTRATION SEAL IN RED INK.
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ORIGINAL PLANS BEAR A
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REGISTERED PROFESSIONAL
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ENGINEER PE-061941
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JAMES PATRICK KELLY
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PROJECT SERIAL No.:
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1-800-242-1776
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(TOLL FREE)
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STOP! CALL 1-800-242-1776
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IN...
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BEFORE YOU DIG ANYWHERE
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PENNSYLVANIA
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PA LAW REQUIRES 3 WORKING DAYS NOTICE FOR CONSTRUCTION PHASE AND 10 WORKING DAYS NOTICE IN DESIGN STAGE PENNSYLVANIA ONE CALL SYSTEM, Inc. ALL TRENCHING, SHEETING AND SHORING SHALL BE IN STRICT ACCORDANCE WITH OSHA STANDARDS.
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20183113480
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1
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05/21/2019
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REVISED PER TOWNSHIP REVIEWS
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J.P.K.
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REFER TO SHEETS #2 and #3 FOR PLAN NOTES
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2
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07/24/2019
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REVISED PER TOWNSHIP REVIEWS
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J.P.K.
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PROJECT SERIAL No.:
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STOP! CALL 1-800-242-1776
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BEFORE YOU DIG ANYWHERE
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PENNSYLVANIA
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PA LAW REQUIRES 3 WORKING DAYS NOTICE FOR CONSTRUCTION PHASE AND 10 WORKING DAYS NOTICE IN DESIGN STAGE PENNSYLVANIA ONE CALL SYSTEM, Inc. ALL TRENCHING, SHEETING AND SHORING SHALL BE IN STRICT ACCORDANCE WITH OSHA STANDARDS.
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20183113480
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1" = 40'
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F-PARKING ALLO
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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40
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80
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160
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PROFESSIONAL OFFICES
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HOTEL
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1
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1.2
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250 S.F. OF GFA *
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ROOM
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38,546 **
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85
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ORDINANCE REQUIREMENT
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OFF-STREET PARKING CALCULATION
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/
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TOTAL REQUIRED SPACES
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PARKING SPACES
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USE
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PER
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DESCRIPTION
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SITE INFORMATION
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S.F. OF GFA
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ROOMS
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154
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102
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256
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REQUIRED SPACES
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* GFA = Gross Floor Area GFA = Gross Floor Area ** See Office Gross Floor Area CalculationSee Office Gross Floor Area Calculation
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3
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5,832
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OFFICE GROSS FLOOR AREA CALCUALTION
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BUILDING
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GROSS FLOOR AREA
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4
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14,996
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17,718
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OFFICE BUILDING GFA
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38,546
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(INCLUDING 7 ADA SPACES)
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TOTAL SPACES PROVIDED
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277
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(INCLUDING 13 ADA SPACES) (NOT INCLUDING 2 LOADING ZONES)
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OFF-STREET PARKING NOTES: 1. PER TABLE 1106.1 OF THE 2015 INTERNATIONAL BUILDING PER TABLE 1106.1 OF THE 2015 INTERNATIONAL BUILDING CODE, THE MINIMUM NUMBER OF REQUIRED ACCESSIBLE SPACES IS 7 WHEN THE TOTAL PARKING SPACES PROVIDED IS WITHIN 201-300. 2. PER 1106.5 OF THE 2015 INTERNATIONAL BUILDING CODE, PER 1106.5 OF THE 2015 INTERNATIONAL BUILDING CODE, FOR EVERY SIX OR FRACTION OF SIX ACCESSIBLE PARKING SPACES, AT LEAST ONE SHALL BE A VAN-ACCESSIBLE PARKING SPACE
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