BLUE RIDGE ELECTION DISTRICT ATTORNEY LOUDOUN COUNTY, VIRGINIA GLASCOCK FIELD AT STONE RIDGE Cooley LLP 11951 FREEDOM DRIVE RESTON, VIRGINIA 20190 703-456-8000 SHEET INDEX 1. COVER SHEET 2. CERTIFIED PLAT 3. CONCEPT DEVELOPMENT PLAN 4. CONCEPT DEVELOPMENT TABULATIONS 5. PEDESTRIAN NETWORK 6. SOILS MAP 7. EXISTING CONDITIONS 8. ILLUSTRATIVE PLAN GENERAL NOTES 1. THE PROPERTY SHOWN HEREON IS LOCATED IN LOUDOUN COUNTY, VIRGINIA AND INCLUDES: PIN# 203-18-8437, PIN# 203-19-5001, PORTION OF PIN# 203-19-0571, & PIN# 204-39-4010 ZONED PD-OP AND R-16 AS SHOWN ON THE CERTIFIED PLAT ON SHEET 2. ALL SUBJECT PARCELS ARE ADMINISTRATED UNDER THE REVISED 1993 LOUDOUN COUNTY ZONING ORDINANCE. 2. STORMWATER MANAGEMENT PRACTICES WILL BE IN ACCORDANCE WITH THE LOUDOUN COUNTY FACILITIES STANDARDS MANUAL SECTION 5.000. STORM WATER MANAGEMENT (SWM) WILL BE PROVIDED BY CONVEYANCE OF STORM WATER TO THE ADJACENT FLOODPLAIN, WHICH IS AN ADEQUATE OUTFALL, AND BY ON-SITE FACILITIES. BEST MANAGEMENT PRACTICES (BMP) WILL BE PROVIDED IN ACCORDANCE WITH THE STANDARDS MANUAL AND THE VIRGINIA STORM WATER MANAGEMENT HANDBOOK. LOW IMPACT DESIGN METHODOLOGIES, IN ACCORDANCE WITH FACILITIES STANDARDS MANUAL CRITERIA, WILL BE THE PREFERRED APPROACH, WHERE PRACTICAL, TO SATISFY BMP REQUIREMENT. SWM/BMP POND #1 HAS BEEN CONSTRUCTED PER CPAR 2007-0075. 3. BOUNDARY DATA SHOWN HEREON FOR PIN #'S 203-19-0571, & 204-39-4010 ARE TAKEN FROM “PRELIMNARY/RECORD PLAT ON THE PROPERTIES OF GLASCOCK FIELD AT STONE RIDGE, L.L.C.” PREPARED BY URBAN ENGINEERING & ASSOCIATE, INC. DATED MARCH 18, 2016 (SBPR 2013-0002), RECORDED AT INST# 201603250016693. RIGHT-OF-WAY HAS BEEN DEDICATED FOR STONE SPRINGS BOULEVARD AND MEDICAL DRIVE PER DEDI 2013-0001 (RECORDED AT INST. #201312260097579). DEDI 2013-0002 (RECORDED AT INST. #201311130089222). AND DEDI 2013-0003 (RECORDED AT INST.#201403070011184) 4. THE SOURCE OF TOPOGRAPHY IS FROM AERIAL TOPOGRAPHY PROVIDED BY URBAN, LTC. DATED APRIL 2004 FOR PIN #'S 203-19-0571 & 204-39-4010. THE CONTOUR INTERVAL EQUALS TWO (2) FEET. MODERATELY STEEP AND VERY STEEP SLOPES EXIST ON THE SUBJECT PROPERTY AND ARE DEPICTED ON THE PLAN. THE BASIS FOR THE DESIGNATION OF THE STEEP SLOPES ARE BASED ON THE 2-FOOT TOPOGRAPHY. SEE SHEETS 3, 6, & 7 FOR LOCATION OF STEEP SLOPES. THE SUBJECT PROPERTY IS SUBJECT TO THE STANDARDS IN SECTION 5-1508 OF THE REVISED 1993 LOUDOUN COUNTY ZONING ORDINANCE. 5. SOILS INFORMATION SHOWN HEREON IS TAKEN FROM DIGITAL MAPS PROVIDED BY LOUDOUN COUNTY THAT ARE SHOWN ON SHEET 6. 6. FLOODPLAIN LINES SHOWN HEREON ARE TAKEN FROM A FLOODPLAIN STUDY TITLED FLOODPLAIN STUDY GLASCOCK FARM SOUTH FORK OF BROAD RUN PREPARED BY URBAN, LTD, REFERENCE NUMBER FPST-2007-0001. PROPERTY FALLS UNDER THE FLOODPLAIN OVERLAY DISTRICT AND IS SUBJECT TO SECTION 4-1500 OF THE REVISED 1993 LOUDOUN COUNTY ZONING ORDINANCE. 7. ALL STRUCTURES WITHIN 500 FEET OF THE SUBJECT PROPERTY HAVE BEEN SHOWN ON EXISTING CONDITION MAP. 8. THERE ARE NO KNOWN HISTORIC OR POTENTIAL HISTORIC SITES LOCATED ON THE SUBJECT PROPERTY. THERE IS NO HISTORIC ARCHITECTURE LOCATED ON THE SUBJECT PROPERTY. A PHASE I ARCHEOLOGICAL INVESTIGATION OF THE PROPERTY WAS CONDUCTED BY THUNDERBIRD ARCHEOLOGY DATED JANUARY 2006. 9. BUFFER WILL BE PROVIDED IN ACCORDANCE WITH SECTION 5-1400 OF THE ZONING ORDINANCE UNLESS OTHERWISE MODIFIED WITH A FORMAL REQUEST. THERE IS EXISTING VEGETATION ONSITE WHICH MAY COUNT TOWARD THE PLANTED BUFFER. 10. ALL LIGHTING WILL CONFORM TO THE REQUIREMENT SET FORTH IN SECTION 5-1500 (PERFORMANCE STANDARDS) OF THE REVISED 1993 LOUDOUN COUNTRY ZONING ORDINANCE AND CHAPTER 7 OF THE FACILITIES STANDARDS MANUAL LOCATION WILL BE DETERMINED AT THE SITE PLANNING STAGE. 11. THERE ARE NO WELL OR SEPTIC SYSTEMS PROPOSED WITH THIS PLAN. PUBLIC WATER AND SEWER ARE OPERATED BY THE LOUDOUN COUNTY SANITATION AUTHORITY. 12. UTILITIES INCLUDING TELEPHONE, ELECTRIC, CABLE AND OTHER UTILITIES, WILL BE EXTENDED TO THE SITE AND PLACED UNDERGROUND IN ACCORDANCE WITH THE REVISED 1993 COUNTY ZONING ORDINANCE. 13. THERE ARE NO KNOWN HAZARDOUS OR TOXIC SUBSTANCES ON THE SITE. 14. THE PROPERTY IS WITHIN THE LDN 60 AND LDN 65 AIRCRAFT NOISE CONTOURS OF AI-AIRPORT IMPACT OVERLAY DISTRICT, AND WILL COMPLY WITH SECTION 4-1400 OF THE REVISED 1993 LOUDOUN COUNTY ZONING ORDINANCE. 15. JURISDICTIONAL WETLANDS EXIST WITHIN THE SITE. A WETLANDS DELINEATION TITLED “WATERS OF THE U.S. (INCLUDING WETLANDS) DELINEATION - GLASCOCK” WAS CONDUCTED BY WETLAND STUDIES AND SOLUTIONS, INC. ON FEBRUARY 2, 2006. THE US ARMY CORPS OF ENGINEERS (COE) VERIFIED THIS DELINEATION WITH A JURISDICTIONAL DETERMINATION (JD) DATED MARCH 21, 2006 (COE #06-B0037). ALL PROPOSED IMPACTS ARE PERMITTED UNDER DEQ-VWP INDIVIDUAL PERMIT 08-0083, DATED 7/16/08; DEQ-VWP INDIVIDUAL PERMIT 08-0734, DATED 9/2/08; COE INDIVIDUAL PERMIT NAO-2008-0542, DATED 7/15/08; AND COE INDIVIDUAL PERMIT NAO-2008-1471, DATED 3/26/09. 16. SIDEWALK WIDTHS AND LOCATIONS WILL BE IN ACCORDANCE WITH SECTION 4.600 OF THE LOUDOUN COUNTY FACILITIES STANDARDS MANUAL. 17. A TRAFFIC STUDY/PROJECTION WAS CONDUCTED BY WELLS AND ASSOCIATES DATED 7/26/16, UPDATED THROUGH 9/7/17 (TO BE SUBMITTED UNDER SEPARATE COVER) 18. PUBLIC STREETS SHALL BE DESIGNED TO THE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION AND THE FACILITIES STANDARDS MANUAL, OR APPROVED MODIFICATION. 19. A TREE COVER SURVEY FOR THE PROPERTY WAS CONDUCTED BY ZIMAR AND ASSOCIATES DATED FEBRUARY 12, 2006. SEE ZMAP 2013-0010. 20. ALL SIGNAGE, UNLESS MODIFIED, SHALL COMPLY WITH SECTION 5-1200, SIGN REGULATION, TO INCLUDE THE SIGN REQUIREMENT MATRIX. 21. THIS PLAN SET ONLY DEPICTS REVISIONS TO THE LAND BAYS OR PORTIONS OF LAND BAYS SUBJECT TO ZCPA-2016-0013. FOR THE APPROVED DEVELOPMENT PERMITTED ON THE REMAINING LAND BAYS OR PORTIONS OF LAND BAYS NOT SUBJECT TO THIS APPLICATION, PLEASE REFER TO ZMAP-2013-0010/ZCPA-2013-0007 AND/OR SUBSEQUENTLY APPROVED SITE PLANS, CPAPS, AND/OR CONCEPT PLAN AMENDMENTS, ETC. FOR THESE UTILITIES POLICE - FIRE - RESCUE EMERGENCY DIAL 911 CONTACT THESE UTILITIES 1-800-552-7001 CONTACT "MISS UTILITY" AT NOTICE REQUIRED ZCPA 2016-0013, DATE: PLAN# CONTOUR INT. SCALE: SHEET OF REVISIONS PLAN DATE J2 Engineers, Inc. 4080 LAFAYETTE CENTER DR SUITE 330 CHANTILLY, VA 20151 703.361.1550 (office) 703.956.6845 (fax) www.j2engineers.com COVER SHEET GLASCOCK FIELD AT STONE RIDGE ZCPA 2016-0013, BLUE RIDGE ELECTION DISTRICT LOUDOUN COUNTY, VIRGINIA VM1618 JUNE 2016 N/A AS SHOWN 1 8 06-27-16 08-08-16 05-04-17 09-29-17 03-19-18 ZMOD 2016-0014 SCALE : 1"=500' VICINITY MAP VA. STATE GRID NORTH N FLOODPLAIN OVERLAY DISTRICT ROUTE 50 ~ JOHN MOSBY HIGHWAY STONE SPRINGS BLVD. LDN 65 LDN 60 LDN 65 STONE SPRINGS BLVD. MILLSTREAM DRIVE SITE FIELD DR. BLVD STONE SPRINGS MEDICAL DRIVE (SR 2625) EX.HOSPITAL SWM POND GLASCOCK TRANSPORTATION CONSULTANT Wells & Associates, LLC 1420 SPRING HILL ROAD, SUITE 600 McLEAN, VIRGINIA 22102 703-917-6620 APPLICANT Glascock Field at Stone Ridge, LLC. 9900 MAIN STREET, SUITE 5000 FAIRFAX, VA 22031 703-425-2600 OWNERS GLASCOCK FIELD AT STONE RIDGE, L.L.C. PIN: 203-19-5001, 203-19-0571, & 204-39-4010 1ST SUBMISSION FOR CHECKLIST REVIEW 06-27-16 ZMOD 2016-0014 1ST SUBMISSION FOR STAFF REVIEW 08-08-16 2 1 2ND SUBMISSION FOR STAFF REVIEW 05-04-17 3 3RD SUBMISSION FOR STAFF REVIEW 09-29-17 4 LDN 60 Saakshi LLC 47127 SOUTHAMPTON COURT STERLING, VA 20165 PIN: 203-18-8437 4TH SUBMISSION FOR STAFF REVIEW 03-19-18 5 Attachment 2
SHEET INDEX1. COVER SHEET2. CERTIFIED PLAT3. CONCEPT DEVELOPMENT PLAN4. CONCEPT DEVELOPMENT TABULATIONS5. PEDESTRIAN NETWORK6. SOILS MAP7. EXISTING CONDITIONS8. ILLUSTRATIVE PLAN
GENERAL NOTES1. THE PROPERTY SHOWN HEREON IS LOCATED IN LOUDOUN COUNTY, VIRGINIA AND INCLUDES: PIN# 203-18-8437, PIN#
203-19-5001, PORTION OF PIN# 203-19-0571, & PIN# 204-39-4010 ZONED PD-OP AND R-16 AS SHOWN ON THE CERTIFIEDPLAT ON SHEET 2. ALL SUBJECT PARCELS ARE ADMINISTRATED UNDER THE REVISED 1993 LOUDOUN COUNTY ZONINGORDINANCE.
2. STORMWATER MANAGEMENT PRACTICES WILL BE IN ACCORDANCE WITH THE LOUDOUN COUNTY FACILITIES STANDARDSMANUAL SECTION 5.000. STORM WATER MANAGEMENT (SWM) WILL BE PROVIDED BY CONVEYANCE OF STORM WATER TOTHE ADJACENT FLOODPLAIN, WHICH IS AN ADEQUATE OUTFALL, AND BY ON-SITE FACILITIES. BEST MANAGEMENTPRACTICES (BMP) WILL BE PROVIDED IN ACCORDANCE WITH THE STANDARDS MANUAL AND THE VIRGINIA STORM WATERMANAGEMENT HANDBOOK. LOW IMPACT DESIGN METHODOLOGIES, IN ACCORDANCE WITH FACILITIES STANDARDSMANUAL CRITERIA, WILL BE THE PREFERRED APPROACH, WHERE PRACTICAL, TO SATISFY BMP REQUIREMENT. SWM/BMPPOND #1 HAS BEEN CONSTRUCTED PER CPAR 2007-0075.
3. BOUNDARY DATA SHOWN HEREON FOR PIN #'S 203-19-0571, & 204-39-4010 ARE TAKEN FROM “PRELIMNARY/RECORDPLAT ON THE PROPERTIES OF GLASCOCK FIELD AT STONE RIDGE, L.L.C.” PREPARED BY URBAN ENGINEERING &ASSOCIATE, INC. DATED MARCH 18, 2016 (SBPR 2013-0002), RECORDED AT INST# 201603250016693. RIGHT-OF-WAY HASBEEN DEDICATED FOR STONE SPRINGS BOULEVARD AND MEDICAL DRIVE PER DEDI 2013-0001 (RECORDED AT INST.#201312260097579). DEDI 2013-0002 (RECORDED AT INST. #201311130089222). AND DEDI 2013-0003 (RECORDED ATINST.#201403070011184)
4. THE SOURCE OF TOPOGRAPHY IS FROM AERIAL TOPOGRAPHY PROVIDED BY URBAN, LTC. DATED APRIL 2004 FOR PIN #'S203-19-0571 & 204-39-4010. THE CONTOUR INTERVAL EQUALS TWO (2) FEET. MODERATELY STEEP AND VERY STEEPSLOPES EXIST ON THE SUBJECT PROPERTY AND ARE DEPICTED ON THE PLAN. THE BASIS FOR THE DESIGNATION OF THESTEEP SLOPES ARE BASED ON THE 2-FOOT TOPOGRAPHY. SEE SHEETS 3, 6, & 7 FOR LOCATION OF STEEP SLOPES. THESUBJECT PROPERTY IS SUBJECT TO THE STANDARDS IN SECTION 5-1508 OF THE REVISED 1993 LOUDOUN COUNTYZONING ORDINANCE.
5. SOILS INFORMATION SHOWN HEREON IS TAKEN FROM DIGITAL MAPS PROVIDED BY LOUDOUN COUNTY THAT ARE SHOWNON SHEET 6.
6. FLOODPLAIN LINES SHOWN HEREON ARE TAKEN FROM A FLOODPLAIN STUDY TITLED FLOODPLAIN STUDY GLASCOCKFARM SOUTH FORK OF BROAD RUN PREPARED BY URBAN, LTD, REFERENCE NUMBER FPST-2007-0001. PROPERTY FALLSUNDER THE FLOODPLAIN OVERLAY DISTRICT AND IS SUBJECT TO SECTION 4-1500 OF THE REVISED 1993 LOUDOUNCOUNTY ZONING ORDINANCE.
7. ALL STRUCTURES WITHIN 500 FEET OF THE SUBJECT PROPERTY HAVE BEEN SHOWN ON EXISTING CONDITION MAP.
8. THERE ARE NO KNOWN HISTORIC OR POTENTIAL HISTORIC SITES LOCATED ON THE SUBJECT PROPERTY. THERE IS NOHISTORIC ARCHITECTURE LOCATED ON THE SUBJECT PROPERTY. A PHASE I ARCHEOLOGICAL INVESTIGATION OF THEPROPERTY WAS CONDUCTED BY THUNDERBIRD ARCHEOLOGY DATED JANUARY 2006.
9. BUFFER WILL BE PROVIDED IN ACCORDANCE WITH SECTION 5-1400 OF THE ZONING ORDINANCE UNLESS OTHERWISEMODIFIED WITH A FORMAL REQUEST. THERE IS EXISTING VEGETATION ONSITE WHICH MAY COUNT TOWARD THEPLANTED BUFFER.
10. ALL LIGHTING WILL CONFORM TO THE REQUIREMENT SET FORTH IN SECTION 5-1500 (PERFORMANCE STANDARDS) OFTHE REVISED 1993 LOUDOUN COUNTRY ZONING ORDINANCE AND CHAPTER 7 OF THE FACILITIES STANDARDS MANUALLOCATION WILL BE DETERMINED AT THE SITE PLANNING STAGE.
11. THERE ARE NO WELL OR SEPTIC SYSTEMS PROPOSED WITH THIS PLAN. PUBLIC WATER AND SEWER ARE OPERATED BYTHE LOUDOUN COUNTY SANITATION AUTHORITY.
12. UTILITIES INCLUDING TELEPHONE, ELECTRIC, CABLE AND OTHER UTILITIES, WILL BE EXTENDED TO THE SITE ANDPLACED UNDERGROUND IN ACCORDANCE WITH THE REVISED 1993 COUNTY ZONING ORDINANCE.
13. THERE ARE NO KNOWN HAZARDOUS OR TOXIC SUBSTANCES ON THE SITE.
14. THE PROPERTY IS WITHIN THE LDN 60 AND LDN 65 AIRCRAFT NOISE CONTOURS OF AI-AIRPORT IMPACT OVERLAYDISTRICT, AND WILL COMPLY WITH SECTION 4-1400 OF THE REVISED 1993 LOUDOUN COUNTY ZONING ORDINANCE.
15. JURISDICTIONAL WETLANDS EXIST WITHIN THE SITE. A WETLANDS DELINEATION TITLED “WATERS OF THE U.S.(INCLUDING WETLANDS) DELINEATION - GLASCOCK” WAS CONDUCTED BY WETLAND STUDIES AND SOLUTIONS, INC. ONFEBRUARY 2, 2006. THE US ARMY CORPS OF ENGINEERS (COE) VERIFIED THIS DELINEATION WITH A JURISDICTIONALDETERMINATION (JD) DATED MARCH 21, 2006 (COE #06-B0037). ALL PROPOSED IMPACTS ARE PERMITTED UNDERDEQ-VWP INDIVIDUAL PERMIT 08-0083, DATED 7/16/08; DEQ-VWP INDIVIDUAL PERMIT 08-0734, DATED 9/2/08; COEINDIVIDUAL PERMIT NAO-2008-0542, DATED 7/15/08; AND COE INDIVIDUAL PERMIT NAO-2008-1471, DATED 3/26/09.
16. SIDEWALK WIDTHS AND LOCATIONS WILL BE IN ACCORDANCE WITH SECTION 4.600 OF THE LOUDOUN COUNTYFACILITIES STANDARDS MANUAL.
17. A TRAFFIC STUDY/PROJECTION WAS CONDUCTED BY WELLS AND ASSOCIATES DATED 7/26/16, UPDATED THROUGH9/7/17 (TO BE SUBMITTED UNDER SEPARATE COVER)
18. PUBLIC STREETS SHALL BE DESIGNED TO THE STANDARDS OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION ANDTHE FACILITIES STANDARDS MANUAL, OR APPROVED MODIFICATION.
19. A TREE COVER SURVEY FOR THE PROPERTY WAS CONDUCTED BY ZIMAR AND ASSOCIATES DATED FEBRUARY 12, 2006.SEE ZMAP 2013-0010.
20. ALL SIGNAGE, UNLESS MODIFIED, SHALL COMPLY WITH SECTION 5-1200, SIGN REGULATION, TO INCLUDE THE SIGNREQUIREMENT MATRIX.
21. THIS PLAN SET ONLY DEPICTS REVISIONS TO THE LAND BAYS OR PORTIONS OF LAND BAYS SUBJECT TO ZCPA-2016-0013.FOR THE APPROVED DEVELOPMENT PERMITTED ON THE REMAINING LAND BAYS OR PORTIONS OF LAND BAYS NOTSUBJECT TO THIS APPLICATION, PLEASE REFER TO ZMAP-2013-0010/ZCPA-2013-0007 AND/OR SUBSEQUENTLYAPPROVED SITE PLANS, CPAPS, AND/OR CONCEPT PLAN AMENDMENTS, ETC.
FOR THESE UTILITIES
POLICE - FIRE - RESCUEEMERGENCY DIAL 911
CONTACT THESE UTILITIES
1-800-552-7001CONTACT "MISS UTILITY" AT
NOTICE REQUIRED
ZCPA 2016-0013,
DATE:PLAN# CONTOUR INT. SCALE:
SHEET
OF
REVISIONS
PLAN DATE
J2 Engineers, Inc.4080 LAFAYETTE CENTER DRSUITE 330CHANTILLY, VA 20151
BLUE RIDGE ELECTION DISTRICTLOUDOUN COUNTY, VIRGINIA
VM1618 JUNE 2016 N/A AS SHOWN
1
8
06-27-1608-08-1605-04-1709-29-1703-19-18
ZMOD 2016-0014
SCALE : 1"=500'
VICINITY MAP
VA. S
TATE
GRI
D NO
RTH
NFLOODPLAINOVERLAYDISTRICT
ROUTE 50 ~ JOHN MOSBY HIGHWAYST
ONE
SPRIN
GS
BLVD.
LDN 65
LDN 60LDN 65
STONE
SPRIN
GSBL
VD.MILLSTREAM DRIVE
SITE
FIELD DR.
BLVD
STONE SPR
INGS
MEDICAL DRIVE
(SR 26
25)
EX. HOSPITAL
SWMPOND
GLASCOCK
TRANSPORTATION CONSULTANTWells & Associates, LLC
1420 SPRING HILL ROAD, SUITE 600McLEAN, VIRGINIA 22102
703-917-6620
APPLICANTGlascock Field at Stone Ridge, LLC.
9900 MAIN STREET, SUITE 5000FAIRFAX, VA 22031
703-425-2600
OWNERSGLASCOCK FIELD AT STONE RIDGE, L.L.C.
PIN: 203-19-5001, 203-19-0571, & 204-39-4010
1ST SUBMISSION FOR CHECKLIST REVIEW06-27-16
ZMOD 2016-0014
1ST SUBMISSION FOR STAFF REVIEW08-08-1621
2ND SUBMISSION FOR STAFF REVIEW05-04-1733RD SUBMISSION FOR STAFF REVIEW09-29-174
LDN 60
Saakshi LLC47127 SOUTHAMPTON COURT
STERLING, VA 20165PIN: 203-18-8437
4TH SUBMISSION FOR STAFF REVIEW03-19-185
Attachment 2
AutoCAD SHX Text
703-777-1021 703-777-2222
AutoCAD SHX Text
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION OR BLASTING AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
AutoCAD SHX Text
A.T.& T. CO. VIRGINIA ELECTRIC & POWER CO. COLUMBIA GAS TRANSMISSION CO. FAIRFAX CO. SAN. SEWER DIV. TRANSCO GAS PIPELINE CO. COLUMBIA GAS OF VIRGINIA CONTINENTAL TELEPHONE OF VIRGINIA
AutoCAD SHX Text
COLONIAL PIPELINE CO. FAIRFAX CO. WATER AUTHORITY WASHINGTON GAS LIGHT CO. PRINCE WILLIAM ELEC. CO-OP. PLANTATION PIPELINE CO. C & P TELEPHONE CO.
AutoCAD SHX Text
TRI-COUNTY ELEC. CO-OP 703-777-2151 LOUDOUN WATER 571-291-7888 703-777-2151 LOUDOUN WATER 571-291-7888 LOUDOUN WATER 571-291-7888 571-291-7888 FALLS CHURCH WATER SER. 703-241-5078 FAIRFAX CITY WATER SER. 703-385-7916703-241-5078 FAIRFAX CITY WATER SER. 703-385-7916FAIRFAX CITY WATER SER. 703-385-7916703-385-7916
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
No.
AutoCAD SHX Text
N 465,500
AutoCAD SHX Text
N 466,000
AutoCAD SHX Text
N 466,500
AutoCAD SHX Text
N 467,000
AutoCAD SHX Text
N 467,500
AutoCAD SHX Text
N 468,000
AutoCAD SHX Text
N 468,500
AutoCAD SHX Text
N 465,000
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N 464,500
AutoCAD SHX Text
N 464,000
AutoCAD SHX Text
E 2,270,500
AutoCAD SHX Text
E 2,271,000
AutoCAD SHX Text
E 2,271,500
AutoCAD SHX Text
E 2,272,000
AutoCAD SHX Text
E 2,272,500
AutoCAD SHX Text
E 2,273,000
AutoCAD SHX Text
E 2,273,500
AutoCAD SHX Text
E 2,274,000
AutoCAD SHX Text
E 2,274,500
JOHN MOSBY HIGHWAY - ROUTE 50(R/W VARIES) JOHN MOSBY HIGHWAY - ROUTE 50
(R/W VARIES)
GUM SPRING ROAD (R/W VARIES)
LAND BAY 1A16.36 AC PER ZMAP 2013-0010
MCPI#204-48-7054
GLASCOCK FIELD AT STONE RIDGE, LLCPARCEL B
INST.#2016032500166931.79 AC TO REMAIN PD-OP
(LAND BAY 3A)
MCPI#204-48-5826HARRIS TEETER PROPERTIES, LLC
PARCEL AINST.#201707180043930
1.22 AC TO REMAIN PD-OP(LAND BAY 3A)
MCPI#204-48-4799
GLASCOCK FIELD AT STONE RIDGE COMM ASSCN
OUTLOT AINST.#201603250016692
0.78 AC TO REMAIN PD-OP(LAND BAY 3A)
(LAND BAY 2)42.07 AC PER ZMAP 2103-0010
MCPI#203-18-9886
GLASCOCK FIELD AT STONE RIDGE, LLCPARCEL C
INST.#2016062300385136.54 AC TO REMAIN R-16
(LAND BAY 1B)
PORTION OF MCPI#203-19-0571
(PORTION OF OLD PIN 204-39-3236 & PIN 203-19-1969)
GLASCOCK FIELD AT STONE RIDGE, LLCPARCEL D
INST.#201707110042192
TOTAL PARCEL AREA = 29.30 AC
14.69 AC TO REMAIN PD-OP(LAND BAY 3B)
MCPI#203-19-5001
GLASCOCK FIELD AT STONE RIDGE, LLCPARCEL D-1
INST.#2017071100421922.54 AC TO REMAIN PD-OP
(LAND BAY 3B)
MCPI#203-18-8437SAAKSHI LLCPARCEL D-2
INST.#2017110300692562.59 AC TO TO REMAIN PD-OP
(LAND BAY 3B)
PORTION OF MCPI#204-39-4010
GLASCOCK FIELD AT STONE RIDGE, LLCPARCEL 48 A
INSTR.#201403070011185TOTAL PARCEL AREA = 7.04 AC
1.10 AC TO REMAIN R-16(LAND BAY 1A1)
PORTION OF MCPI#204-39-4010
GLASCOCK FIELD AT STONE RIDGE, LLCPARCEL 48 A
INSTR.#201607010041123
TOTAL PARCEL AREA = 7.04 AC
1.00 AC PER ZMAP 2013-0010 TO REMAIN CLI
(LAND BAY 1C)
PD-OP
PD-OP
R-16
PD-OP
R-16PD-OP
R-16
RC
PD-OPPD-G
IPD
-OP
PD-G
IPD
-OP
PD-OPR-16
PD-O
PPD
-OP
PD-OP
R-16PD
-OP
CLI
R-16
CLI
R-16
R-16R-16
R-16R-16
R-16 R-16
R-16
R-16
PORTION OF MCPI#204-30-8252
GLASCOCK FIELD AT STONE RIDGE, LLCPARCEL 48 A
INSTR.#201610110067950
TOTAL PARCEL AREA = 6.85 AC
6.85 AC TO REMAIN R-16(LAND BAY 1A)
PD-O
P
R-16
PD-O
P
CLI
R-16PD
-OP
R-16
PD-OP
R-16PD-OP
R-16
PD-GI
PD-OP
PD-GI
CLI
R-16
CLI
CLI
PD-O
PPD
-OP
PD-O
PPD
-OP
PD-O
PPD
-OP
PD-OPPD-OP
PD-OPPD-OP
PD-O
PPD
-GI
PD-O
PPD
-GI
PD-O
PPD
-GI
R-16
PD-G
I
PD-GIPD-IP
PD-IP
PD-GIPD-IP
MCPI#204-40-8230
GLASCOCK FIELD AT STONE RIDGE, LLCPARCEL 2
INSTR.#201607010041124
TOTAL PARCEL AREA = 1.71 AC(LAND BAY 1A)
R-16R-16
FUTURE DULLES WEST BOULEVARD
(FORMER FUTURE NORTH COLLECTOR)
GLASCOCK FIELD DRIVE(FORMER ROAD C)PUBLIC R/W VARIES
INSTR# 201606230038513
120' RESERVATION FOR FUTURE DULLESWEST BOULEVARD (FORMER FUTURE RTE.50 NORTH COLLECTOR ROAD)INSTR. 201707110042192
MEDICAL DRIVE
(FORMER ROAD B) PUBLIC
INSTR# 201403070011185
DEHA
VILLA
ND DR
IVE(FO
RMER
ROAD
A)PU
BLIC
INSTR
# 201
6070
1004
1123
STON
E SPR
INGS B
LVD
INSTR
# 201
3111
3008
9222
&
INSTR
# 201
3122
6009
7579
MEDI
CAL D
RIVE
(FOR
MER
ROAD
B) PU
BLIC
INST
R# 20
1403
0700
1118
5
STONE
SPRIN
GS BL
VD (R
/W VA
RIES)
INSTR
# 2013
111300
89222
&
INSTR
# 2013
122600
97579
FUTURE DULLES WEST BOULEVARD
(FORMER FUTURE NORTH COLLECTOR) DULLES WEST BOULEVARD
RIGHT OF WAY
LAND BAY 1B7.30 AC PER ZMAP 2013-0010
LAND BAY 3A4.75 AC PER ZMAP 2013-0010
MCPI#204-48-7841HIGHWAY 50 REAL ESTATE LLC.
PARCEL 65A1INST.#201607010041124
36.21 AC TO REMAIN PD-OP(LAND BAY 2)
LAND BAY 1D
MCPI#204-48-7841HIGHWAY 50 REAL ESTATE LLC.
PARCEL 65A1INST.#201607010041124
36.21 AC TO REMAIN PD-OP(LAND BAY 2)
LAND BAY 3B21.09 AC PER ZMAP 2013-0010
PORTION OF MCPI#204-39-4010
GLASCOCK FIELD AT STONE RIDGE, LLCPARCEL 48 A
INSTR.#201403070011185TOTAL PARCEL AREA = 7.04 AC
4.94 AC TO REMAIN R-16(LAND BAY 1D)
GUM SPRING ROAD
(30' PRESCRIPTIVE EASEMENT)
2.56 AC. OF PREVIOUSLYRECORDED RIGHT-OF-WAY TO
REMAIN PD-OP (LAND BAY 2)
2.79 AC. OF PREVIOUSLYRECORDED RIGHT-OF-WAY TO
REMAIN PD-OP (LAND BAY 2)0.98 AC. OF PREVIOUSLY
RECORDED RIGHT-OF-WAY TO
REMAIN PD-OP (LAND BAY 3A)
1.26 AC. OF PREVIOUSLYRECORDED RIGHT-OF-WAY TO
REMAIN PD-OP (LAND BAY 3B)
0.07 AC. OF PREVIOUSLYRECORDED RIGHT-OF-WAY TO
REMAIN R-16 (LAND BAY 1D)
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J2 Engineers, Inc.4080 Lafayette Center DriveSuite 330Chantilly, VA 20151
EX. TREE CONSERVATION ESMT.INSTR. #201606230038513
EX. CONSERVATIONESMT.
INSTR#201309240078062
EX. CONSERVATION ESMT.INSTR#201309240078062
JOHN MOSBY HIGHWAY - ROUTE 50(R/W VARIES)
GUM SPRING ROAD (R/W VARIES)
EX. TREECONSERVATION
ESMT.INSTR#201606230038513
EX. CONSERVATION ESMT.INSTR#201309240078062
EX. TREE CONSERVATION ESMT.INSTR. #201710030061986
EX. LAND COVER ESMT.FOR VRRM COMPLIANCE
INSTR. #201710030061986
EX. LAND COVERESMT. FOR VRRM
COMPLIANCEINSTR.
#201609060058703
EX. LAND COVER ESMT.FOR VRRM COMPLIANCE
INSTR. #201609060058703
50' SETBACK
25' SETBACK
25' SETBACK
25' SETBACK
100' TYPE 5 BUFFERRIGHT-OF-WAY RESERVATION
H
H
25' SETBACK
75' SETBACK
75' BUILDINGSETBACK
35' PARKINGSETBACK
25' SETBACK
50' SETBACK
15' SETBACK
25' SETBACK
50' SETBACK
25' SETBACK
25' SETBACK
LDN 65
LDN 65
LDN 65
LAND BAY 2 (PER ZMAP 2013-0010)
(PD-OP W/ HOSPITAL USE)(SPEX 2007-0021)
LAND BAY 2(PER ZMAP 2013-0010)
(PD-OP)
LAND BAY 1DAREA = 4.94 AC
ZONED: R-16USE: OPEN SPACE
LAND BAY 1C(PER ZMAP 2013-0010)
ZONED: CLI
LAND BAY 1B(PER ZMAP 2013-0010)
(R-16)
LAND BAY 3A(PER ZMAP 2013-0010)
(PD-OP)
15' FR
ONT B
UFFER
TYPE
II (GR
OUP 2
TO 5)
15' YARD PER 4-305(B)(3)
25' PARKING YARD PER4-305(B)(1)
35' BUILDING YARD
25' PARKING YARD PER4-305(B)(1)
25' TYPE IIIBUFFER YARD
NO BUFFER REQUIRED (GROUP 2 TO 2)
GLASCOCK FIELD DRIVEPUBLIC R/W VARIES
35' PARKING YARD PER4-305(B)(2)
NO BU
FFER R
EQUIR
ED (G
ROUP
6 TO
6)
120' RESERVATION FOR FUTURE DULLES
WEST BOULEVARD (FORMER FUTURE
RTE. 50 NORTH COLLECTOR ROAD)
INST. 201707110042192
FUTURE DULLES WEST BOULEVARD
(FORMER FUTURE NORTH COLLECTOR)
50' BUILDING YARDPER 4-305(B)(2)*
DEHA
VILLA
ND DR
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ROAD
A)PU
BLIC
MEDICAL DRIVE
(FORMER ROAD B) PUBLIC
STON
E SPR
INGS B
LVD
STONE
SPRIN
GS BL
VD (R
/W VA
RIES)
MEDI
CAL D
RIVE
(FOR
MER
ROAD
B) PU
BLIC
50' SETBACK
NO BU
FFER R
EQUIR
ED (G
ROUP
6 TO
6)
NO BU
FFER
REQU
IRED (
GROU
P 6 TO
8)
TYPE 2 REAR BUFFER METVIA TREE PRESERVATION
TYPE 1 SIDE BUFFERREQUIRED (GROUP 4 TO 3)
LAND BAY 1AAREA = 16.36 AC
ZONED: R-16USE: RESIDENTIAL & HOA OPEN SPACE
(FORMER ROAD C)
ALDER FOREST TERRACE DRIVE
LAND BAY 1A1AREA =1.10 ACZONED: R-16
USE: RESIDENTIAL
FUTURE DULLES WEST BOULEVARD
(FORMER FUTURE NORTH COLLECTOR) DULLES WEST BOULEVARD
RIGHT OF WAY
50' YARD PER 4-305(B)(3)
35' BUILDING YARD
TYPE 1 FRONT BUFFERREQUIRED (GROUP 6 TO 3)
LAND BAY 3BAREA =21.09 ACZONED: PD-OP
USE: OFFICE, CIVIC, &RETAIL/SERVICE
50' SETBACK
APPROXIMATE LOCATIONOF AUXILIARY USE:
POTENTIAL PHARMACYSUBJECT TO SEC 5-659
(SEE NOTE 3)
TYPE I SIDE BUFFER METVIA TREE PRESERVATION
MOD SIDE YARD BUFFER. SEEMOD(10) ON SHEET 4
ARCO
LA B
OULE
VARD
50' BUILDING YARD
APPROXIMATE LOCATION OF
FUTURE ARCOLA BOULEVARD
(BY APPLICANT OR OTHERSPER
CPAP 2015-0030)
*
MOD SIDE YARDBUFFER. SEE MOD(10)
ON SHEET 4
SEE NOTE 4
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DESCRIPTION
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DATE
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No.
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INTERNAL TRAFFIC CIRCULATION
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ACCESS POINT
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TREE CONSERVATION AREA (PURSUANT TO APPROVED ZMAP-2013-0010)
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APPROXIMATE ACTIVE RECREATION AREA
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FUTURE ARCOLA BOULEVARD
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NOTES: 1. LAND BAY 3B & 3B1 ARE NOT PROPOSING ACCESS OFF OF STONE SPRINGS LAND BAY 3B & 3B1 ARE NOT PROPOSING ACCESS OFF OF STONE SPRINGS BLVD OR FUTURE DULLES WEST BLVD. 2. ALTHOUGH ANTICIPATED REQUIRED BUFFERING AND SCREENING IS DEPICTED, ALTHOUGH ANTICIPATED REQUIRED BUFFERING AND SCREENING IS DEPICTED, THE REQUIRED BUFFERING AND SCREENING WILL BE DETERMINED AT SITE PLAN. 3. APPLICANT RESERVES THE RIGHT TO DEVELOP ANY PERMITTED USE IN THIS APPLICANT RESERVES THE RIGHT TO DEVELOP ANY PERMITTED USE IN THIS SECTION OF LANDBAY 3B. 4. PURSUANT TO ZMAP-2013-0010, PROFFER IV.A.3 THE OWNERS OF PARCEL C PURSUANT TO ZMAP-2013-0010, PROFFER IV.A.3 THE OWNERS OF PARCEL C AND PARCEL D-2 ARE REQUIRED (UPON WRITTEN REQUEST FROM LOUDOUN COUNTY) TO DEDICATE AT NO PUBLIC COST THE NECESSARY RIGHT-OF-WAY AS WELL AS ANY RELATED EASEMENTS LOCATED OUTSIDE OF THE DEDICATED RIGHT-OF-WAY, SUCH AS SLOPE MAINTENANCE, STORM DRAINAGE, TEMPORARY CONSTRUCTION AND UTILITY RELOCATION EASEMENTS, NOT PREVIOUSLY DEDICATED THAT ARE REQUIRED FOR THE CONSTRUCTION AND MAINTENANCE (BY OTHERS) OF GLASCOCK FIELD DRIVE AS A PUBLIC ROAD, IN ACCORDANCE WITH COUNTY AND VDOT STREET STANDARDS EXTENDING WESTWARD FROM ITS EXISTING TERMINUS (PURSUANT TO INSTR. 201606230038513) TO THE WESTERN BOUNDARY OF MCPI 204-48-1974.
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EXISTING WETLANDS
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PERMITTED WETLANDS DISTURBANCE (SEE WETLANDS REPORT BY WETLAND STUDIES AND SOLUTIONS, INC.)
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ZCPA BOUNDARY
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LAND BAY BOUNDARY PER ZMAP 2013-0010
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PARCEL BOUNDARY
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VERY STEEP SLOPES
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MODERATELY STEEP SLOPES
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LOC
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LIMITS OF CLEARING AND GRADING
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PROPOSED TYPE I BUFFER
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EXISTING TREE LINE
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APPROXIMATE LOCATION COMMUNITY GATHERING
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AMENITY IN LAND BAY 1D
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EXISTING CROSSWALK
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HELIPORT
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TREE CONSERVATION AREA
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MCPI #163-35-3746 SECTION 101 LOTS 38 AND 39 CORP ZONED: CLI USE: GAS STATION
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MCPI #203-29-5737 JAMES BEVERLY CROSS & EDNA R TEES ZONED: RC USE: SINGLE FAMILY
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MCPI #204-38-9200 STONE RIDGE MEDICAL LLC ZONED: PDOP USE: VACANT LAND
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EXISTING CLI
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MCPI #203-10-3331 GUM SPRING PROPERTY MANAGEMENT LLC ZONED: PDGI USE: SINGLE FAMILY
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MCPI #163-36-7830 ARCOLA LIMITED PARTNERSHIP ZONED: PDIP USE: VACANT LAND
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MCPI #204-37-2198 STONE RIDGE VILLAGE CENTER LLC ZONED: PDCCSC USE: SHOPPING CENTER
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MCPI #204-38-1479 STONE RIDGE VILLAGE CENTER LLC ZONED: PDCCSC USE: GAS STATION
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MCPI #204-37-9689 STONE RIDGE VILLAGE CENTER LLC ZONED: PDCCSC USE: BANK
REQUESTED MODIFICATIONSPARKING TABULATIONSPARKING TABULATIONS FOR PD-OP, AND R-16 ARE TO BE PROVIDED AT FINALSITE PLAN AND SHALL CONFORM TO THE STANDARDS SET FORTH IN THEREVISED 1993 ZONING ORDINANCE FOR EACH USE PROVIDED.
NOTE: THE APPLICANT RESERVES THE RIGHT TO UTILIZE ANY EXTRA OFF-LOTSPACES PROVIDED WITH CPAP 2015-0014 IN ORDER MEET THE REQUIREDOFF-LOT PARKING REQUIREMENTS PROPOSED WITH THE R-16 PORTION OF THISAPPLICATION. CPAP 2015-0014 PROVIDES 100 OFF-LOT PARKING SPACES YETONLY REQUIRED 74 OFF-LOT PARKING SPACES.
LAND BAY USE & AREA TABULATIONS
CO
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R-16 DISTRICT PROPOSEDTOTAL # OF UNITS IN LAND BAY 1A1 = 12 SFA UNITSAREA OF PROPOSED R-16 DISTRICT = 1.10 AC.DENSITY OF R-16 DISTRICT = 12 SFA UNITS / 1.10 AC = 10.91 UNITS/AC.
R-16 DISTRICT APPROVEDTOTAL # OF UNITS IN LAND BAY 1A & 1B = 276 UNITS (249 MARKET, 27 ADU) (PER ZMAP 2013-0010)AREA OF APPROVED R-16 DISTRICT = 23.34 AC. (PER ZMAP 2013-0010)DENSITY OF R-16 DISTRICT = 276 UNITS / 23.34 AC = 11.83 UNITS/AC. (PER ZMAP 2013-0010)OVERALL # OF UNITS IN R-16 DISTRICT = 288 (260 MARKET, 28 ADU)
OVERALL AREA OF R-16 DISTRICT = 21.37 AC (AREA OF R-16 LANDBAYS LESS ±3.07 AC ROWDEDICATION & PARCEL SUBDIVISION)
OVERALL DENSITY OF R-16 DISTRICT = 288 UNITS/21.37 AC = 13.48 UNITS/AC
DEVELOPMENT PROGRAM FOR R-16
REZONING/ZCPA AREA TABULATION NOTES:(1) GROSS FLOOR AREA FOR LAND BAYS 1A1, 1D, AND 3B ARE SHOWN ABOVE FOR INFORMATIONAL PURPOSES
ONLY. GROSS FLOOR FOR EACH LAND BAY WILL BE DETERMINED AT FINAL SITE PLAN BUT EACH LAND BAYSHALL NOT EXCEED THE MAXIMUM FAR STATED ABOVE, AS WELL AS NOT EXCEED THE OVERALL TOTAL GFAOF 1,310,355 GFA FOR ALL LAND BAYS SET FORTH WITH ZCPA 2013-0007.
MOD(10) [ZMOD-2016-0014]: A MODIFICATION IS REQUESTED TO SECTION5-1414(B) OF THE REVISED 1993 ZONING ORDINANCE TO REDUCE TO 5' THEREQUIRED TYPE 1 SIDE BUFFER BETWEEN PD-OP OFFICE AND PD-OP DAYCAREUSE AREAS.
MOD(9) [ZMOD-2016-0014]: A MODIFICATION IS REQUESTED TO SECTION4-305(B)(2) OF THE REVISED 1993 ZONING ORDINANCE TO REDUCE 35' MINIMUMYARD FOR PARKING TO A MINIMUM OF 25' FOR THE PORTION OF LAND BAY 3BTHAT DIRECTLY ABUTS LAND BAY 1B.
NOT TO SCALE
* THE MOD. TYPE 1 SIDE BUFFER YARDWIDTH SHALL BE 5' MIN. IN TOTAL ANDMAY STRADDLE THE PROPERTY LINES.
MINIMUM LOT REQUIREMENTS PD-OP USES: OFFICE PARK AND CIVIC (PER Z.O. SECTION 4-300) AUXILIARY USE: PHARMACY PER Z.O. SECTION 4-303(CC) (SUBJECT TO SECTION 5-659) LOT SIZE ....................................... 1 AC. MINIMUM, EXCLUSIVE OF MAJOR FLOODPLAIN WIDTH ............................................ NO MINIMUM YARDS ........................................... SEE MINIMUM YARD REQUIREMENT (PD-OP) ON THIS SHEET FAR ............................................... 0.60 MAXIMUM; 2.0 MAX. BY SPEX LOT COVERAGE ............................. 0.40 MAXIMUM; 0.6 MAX. BY SPEX BUILDING HEIGHT .......................... 60 FEET .......................... 100 FEET MAXIMUM PER SECTION 4-306(B) OPEN SPACE ................................ NOT BE LESS THAN 0.20 TIMES THE BUILDABLE AREA OF THE LOT TREE CANOPY REQUIREMENTS ..... MINIMUM OF 10% TO BE MET WITH FINAL SITE PLAN IN ACCORDANCE WITH SECTION 5-1303(A)(1) OF THE ZONING ORDINANCE. MINIMUM LOT REQUIREMENTS R-16 SINGLE FAMILY ATTACHED LOTS (PER Z.O. SECTION 3-600 & SECTION 7-900) LOT SIZE ....................................... ADU - NO MINIMUM REQUIREMENT WIDTH ........................................... 14 FT. INTERIOR LOT FOR ADU'S ........................................... 22 FT. END LOT FOR ADU'S FRONT YARD ................................. 15 FT. MIN. FOR ADU'S SIDE YARD ...................................... 8 FT. FOR END UNITS, 0 FT. FOR INTERIOR UNITS REAR YARD ................................... 15 FT. MIN. FOR ADU'S LOT COVERAGE ............................. 75% MAXIMUM LENGTH TO WIDTH RATIO ............. 7:1 MAXIMUM BUILDING HEIGHT .......................... 45 FEET MAXIMUM MAXIMUM UNITS PER BUILDING .... 8 DWELLING UNITS MAX. TREE CANOPY REQUIREMENTS ..... MINIMUM OF 15% TO BE MET WITH FINAL SITE PLAN IN ACCORDANCE WITH SECTION 5-1303(A)(3) OF THE ZONING ORDINANCE.
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MINIMUM YARD REQUIREMENT FOR PD-OP (PD-OP PLANNED DEVELOPMENT - OFFICE PARK SECTION 4-300) LOT REQUIREMENTS (SECTION 4-305) (B) YARDS YARDS 1- ADJACENT TO ROADS. EXCEPT WHERE A GREATER SETBACK IS REQUIRED BY SECTION 5-900, NO BUILDING SHALL BE PERMITTED CLOSER THAN THIRTY-FIVE (35) FEET TO THE RIGHT-OF-WAY FROM ANY ROAD AND NO PARKING SHALL BE PERMITTED CLOSER THAN TWENTY FIVE FEET (25) TO THE RIGHT-OF-WAY FROM ANY ROAD. NO OUTDOOR STORAGE, AREAS FOR COLLECTION OF REFUSE, OR LOADING SPACE SHALL BE PERMITTED IN SUCH SETBACKS. 2- ADJACENT TO AGRICULTURAL AND RESIDENTIAL DISTRICTS AND LANDBAYS ALLOWING RESIDENTIAL USES. NO BUILDING OUTDOOR STORAGE, AREAS FOR COLLECTION OF REFUSE, OR LOADING AREA SHALL BE PERMITTED CLOSER THAN FIFTY (50) FEET TO ANY AGRICULTURAL DISTRICT, ANY EXISTING OR ZONED RESIDENTIAL DISTRICT, OR LAND BAY ALLOWING RESIDENTIAL USES. NO PARKING SHALL BE PERMITTED CLOSER THAN THIRTY-FIVE (35) FEET TO ANY SUCH AREA. NO PARKING, OUTDOOR STORAGE, AREAS FOR COLLECTION OF REFUSE, OR LOADING SPACE SHALL BE PERMITTED IN AREAS BETWEEN BUILDINGS AND SUCH AGRICULTURAL DISTRICTS, EXISTING OR PLANNED RESIDENTIAL DISTRICTS, OR LAND BAYS ALLOWING RESIDENTIAL USES WHERE SUCH USES ARE VISIBLE FROM SAID AGRICULTURAL AND RESIDENTIAL AREAS. WHEN A PD-OP LOT, PARCEL AND/OR LANDBAY IS DEVELOPED ADJACENT TO AN AGRICULTURAL DISTRICT, AN EXISTING OR ZONED RESIDENTIAL DISTRICT, OR LAND BAY ALLOWING RESIDENTIAL USES, WHICH WAS ZONED FOR AGRICULTURAL OR RESIDENTIAL USES SUBSEQUENT TO THE ADOPTION OF THIS ZONING ORDINANCE AND SUBSEQUENT TO ZONING OF THE SUBJECT PROPERTY AS PD-OP, THE SETBACK REQUIRED IN (B)(3) BELOW SHALL APPLY. 3- ADJACENT TO OTHER NONRESIDENTIAL DISTRICTS. FIFTEEN (15) FEET FOR BUILDINGS, PARKING, OUTDOOR STORAGE, AND LOADING AREAS EXCEPT WHERE A GREATER AREA IS REQUIRED BY SECTION 5-1400 IN THE EVENT THAT A SINGLE PARCEL IS ZONED FOR MORE THAN ONE NON-RESIDENTIAL ZONING DISTRICT, THE APPLICABLE YARD REQUIREMENT SHALL BE APPLIED ONLY AT THE PROPERTY LINE AND NOT AT THE ZONING DISTRICT LINE. 4- YARDS BETWEEN BUILDINGS. (A) WHERE INDIVIDUAL LOTS OR BUILDING SITES ARE PROVIDED, THE MINIMUM REQUIRED YARDS BETWEEN BUILDINGS ON ADJACENT LOTS OR BUILDING SITES SHALL BE THIRTY (30) FEET. DRIVEWAYS, PARKING, AND COVERED ENTRANCES MAY BE WITHIN SUCH YARDS. COVERED WALKWAYS CONNECTING BUILDINGS, OR CONNECTING BUILDINGS WITH PARKING AREAS, SHALL BE PERMITTED IN SUCH YARDS. (B) WHERE THERE IS MORE THAN ONE BUILDING ON AN INDIVIDUAL LOT OR BUILDING SITE, SPACING BETWEEN SUCH BUILDINGS SHALL BE AS REQUIRED FOR FIRE PROTECTION, BUT IF SPACE IS LEFT BETWEEN BUILDINGS, IT SHALL BE AT LEAST (25) FEET IN MINIMUM DIMENSION. COVERED WALKWAYS CONNECTING BUILDINGS, OR CONNECTING BUILDINGS WITH PARKING AREAS ARE PERMITTED IN SUCH YARDS AND MAY TRAVERSE SUCH SPACE.
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AFFORDABLE DWELLING UNITS REQUIRED ADU = 1 PROVIDED IN LANDBAY 1A1 = 11 MARKET RATE + 1 ADU TOTAL PROVIDED = 12 UNITS NOTE: THE 1 PROVIDED AFFORDABLE DWELLING UNIT MAY BE CO-LOCATED WITH LANDBAY 1B BUT SHALL STILL MEET THE TOTAL REQUIRED AMOUNT. ACTIVE RECREATION SPACE ACTIVE RECREATION FOR LANDBAY 1A1 REQUIRED: 5,000 SF + 1 X 200 SF = 5,200 SF PROVIDED: ±5,200 SF ON LANDBAY 1A1NOTE: ACTUAL ACTIVE RECREATION CALCULATIONS ARE SUBJECT TO FINAL ENGINEERING AND MAY VARY BUT SHALL MEET THE REQUIRED SF AND DEFINITION OF ACTIVE RECREATION AS DEFINED BY THE REVISED 1993 ZONING ORDINANCE.
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LOT TABULATIONS PD-OP OVERALL PD-OP DISTRICT SIZE ... 21.09 AC FLOOR AREA RATIO ...................... 0.6 MAXIMUM = 918,828 SF * 0.6 = 551,296 SF LOT COVERAGE ............................. 0.4 MAXIMUM = 918,828 SF * 0.4 = 367,531 SF BUILDING HEIGHT .......................... 60' MAXIMUM LANDSCAPED OPEN SPACE ....... DISTRICT SIZE - SETBACKS X 0.2 =18.55 AC - 6.73 AC X 0.2 = 2.36 AC MINIMUM
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DRIVE-THROUGH FACILITIES ASSOCIATED WITH PHARMACIES PER SEC 5-659 (PD-OP PLANNED DEVELOPMENT - AUXILIARY USE (PHARMACY) PURSUANT TO SECTION 4-303(CC) DRIVE-THROUGH FACILITIES ASSOCIATED WITH BANKS, FINANCIAL INSTITUTIONS AND PHARMACIES. DRIVE-THROUGH FACILITIES WITH UP TO 3 SERVICE LANES AND AN ESCAPE LANE SHALL BE PERMITTED IN ASSOCIATION WITH BANKS, FINANCIAL INSTITUTIONS AND PHARMACIES THAT ALSO PROVIDE A STANDARD RANGE OF CUSTOMER SERVICES IN A BUILDING, SUBJECT TO THE FOLLOWING ADDITIONAL PROVISIONS: (A) NOTWITHSTANDING THE REQUIREMENTS OF SECTION 5-1400(A) NOTWITHSTANDING THE REQUIREMENTS OF SECTION 5-1400(A) AND (B) WHERE THE BANK OR FINANCIAL INSTITUTION OR PHARMACY PROPERTY ABUTS A RESIDENTIALLY ZONED OR USED PROPERTY A TYPE FOUR (4) REAR YARD BUFFER INCLUDING STRUCTURE SHALL BE PROVIDED ADJACENT TO THE RESIDENTIAL PROPERTY (SECTION 5-1400), EXCEPT THIS REQUIREMENT SHALL NOT APPLY TO VERTICALLY MIXED-USE BUILDINGS CONTAINING RESIDENTIAL USES IN THE PLANNED DEVELOPMENT-MIXED USE BUSINESS (PD-MUB) ZONING DISTRICT. FURTHER, 70% OF CANOPY TREES AND 100% OF ALL OTHER PLANTS REQUIRED IN THE BUFFER SHALL BE EVERGREENS. (B) STACKING SPACE SHALL BE SUFFICIENT TO AVOID VEHICLE STACKING SPACE SHALL BE SUFFICIENT TO AVOID VEHICLE STACKING INTO DRIVE LANES, PARKING SPACES AND PUBLIC STREETS.
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J2 Engineers, Inc.4080 Lafayette Center DriveSuite 330Chantilly, VA 20151
NOTES: 1. LAND BAY 3B & 3B1 ARE NOT PROPOSING ACCESS OFF OF STONE SPRINGS BLVD OR LAND BAY 3B & 3B1 ARE NOT PROPOSING ACCESS OFF OF STONE SPRINGS BLVD OR FUTURE DULLES WEST BLVD. 2. ALTHOUGH ANTICIPATED REQUIRED BUFFERING AND SCREENING IS DEPICTED, THE ALTHOUGH ANTICIPATED REQUIRED BUFFERING AND SCREENING IS DEPICTED, THE REQUIRED BUFFERING AND SCREENING WILL BE DETERMINED AT SITE PLAN. 3. APPLICANT RESERVES THE RIGHT TO DEVELOP ANY PERMITTED USE IN THIS SECTION APPLICANT RESERVES THE RIGHT TO DEVELOP ANY PERMITTED USE IN THIS SECTION OF LANDBAY 3B. 4. PURSUANT TO ZMAP-2013-0010, PROFFER IV.A.3 THE OWNERS OF PARCEL C AND PURSUANT TO ZMAP-2013-0010, PROFFER IV.A.3 THE OWNERS OF PARCEL C AND PARCEL D-2 ARE REQUIRED (UPON WRITTEN REQUEST FROM LOUDOUN COUNTY) TO DEDICATE AT NO PUBLIC COST THE NECESSARY RIGHT-OF-WAY AS WELL AS ANY RELATED EASEMENTS LOCATED OUTSIDE OF THE DEDICATED RIGHT-OF-WAY, SUCH AS SLOPE MAINTENANCE, STORM DRAINAGE, TEMPORARY CONSTRUCTION AND UTILITY RELOCATION EASEMENTS, NOT PREVIOUSLY DEDICATED THAT ARE REQUIRED FOR THE CONSTRUCTION AND MAINTENANCE (BY OTHERS) OF GLASCOCK FIELD DRIVE AS A PUBLIC ROAD, IN ACCORDANCE WITH COUNTY AND VDOT STREET STANDARDS EXTENDING WESTWARD FROM ITS EXISTING TERMINUS (PURSUANT TO INSTR. 201606230038513) TO THE WESTERN BOUNDARY OF MCPI 204-48-1974.
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OPEN SPACE
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EXISTING 6' ASPHALT TRAIL
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EXISTING CROSSWALK
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FUTURE 10' SHARED USE PATH (BY APPLICANT) PER ZMAP-2013-0010
MCPI #204-48-2535 SHOW-ME DEVELOPMENT GROUP LLC ZONED: PDGI USE: SINGLE FAMILY
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MCPI #203-19-0571 (PORTION OF OLD PIN 203-19-1969) GLASCOCK FIELD AT STONE RIDGE LLC ZONED: PDGI USE: VACANT
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MCPI #203-27-2922 INOVA HEALTH SYSTEMS FOUNDATION ZONED: PDIP PDIP USE: MISC IMPROVEMENTS
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150' SCENIC CREEK VALLEY BUFFER
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MCPI #204-48-1974 LAKHVINDER SINGH ET AL VIRK ZONED: PDGI USE: VACANT LAND
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EX. POND PER CPAP-2007-0075
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EX. 10' PEDESTRIAN BRIDGE
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EX. 10' PEDESTRIAN BRIDGE
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EX. FLOODPLAIN ESMT. INSTR. #201311130089222
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VARIABLE WIDTH MANAGEMENT BUFFER ADJACENT TO MINOR FLOODPLAIN PER ZMAP 2013-0010
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MIN 50' WIDTH MANAGEMENT BUFFER ADJACENT TO MAJOR FLOODPLAIN PER ZMAP 2013-0010
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MAJOR FLOODPLAIN
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MINOR. FLOODPLAIN
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EX. FLOODPLAIN ESMT. INSTR. 201312260097579
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MINOR. FLOODPLAIN
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MAJOR FLOODPLAIN
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MCPI #204-39-3777 STONE RIDGE COMMUNITY DEV LLC ZONED: PDOP USE: VACANT LAND
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MCPI #163-45-1911 SECTION 101 LOTS 38 AND 39 CORP ZONED: CLI USE: VACANT LAND
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EX. FLOODPLAIN ESMT INSTR. #201603250016692.
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MAJOR FLOODPLAIN
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EX. FLOODPLAIN ESMT INSTR. #201603250016692.
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SOIL TYPE BOUNDARY
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NUMBER
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NAME
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CLASS
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73B
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PENN SILT LOAM
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I
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73C
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PENN SILT LOAM
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I
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79A
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74B
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ASHBURN SILT LOAM
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II WP
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78A
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DULLES SILT LOAM
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IV W
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ALBANO SILT LOAM
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IV W
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EXISTING TOPO MAJOR
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EXISTING TOPO MINOR
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320
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1.THE SUBJECT DEVELOPMENT SITE DOES CONTAIN CLASS IV SOILS, THE SUBJECT DEVELOPMENT SITE DOES CONTAIN CLASS IV SOILS, PER THE LOUDOUN COUNTY GIS DATA. LOUDOUN COUNTY RECOMMENDS NO CONSTRUCTION OF STRUCTURES WITH SUBGRADE LEVELS WITHIN NATURAL DRAINAGE SWALES OR WITHIN SOILS OR SPOTS SPECIFICALLY IDENTIFIED AS WET PER THE LATEST COUNTY SOILS MAP AS IDENTIFIED BY THE INTERPRETIVE GUIDE TO SOULS MAPS, LOUDOUN COUNTY, VIRGINIA.
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EX. TREE LINE
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DESCRIPTION
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DATE
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No.
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63A
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62B
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KELLY-SYCOLINE COMPLEX
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IV WP
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KELLY SILT LOAM
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IV PW
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05A
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ROWLAND SILT LOAM
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IV F
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14B
AutoCAD SHX Text
77C3
AutoCAD SHX Text
NESTORIA GRAVELLY SILT LOAM
AutoCAD SHX Text
II R
AutoCAD SHX Text
MANASSAS SILT LOAM
AutoCAD SHX Text
II W
AutoCAD SHX Text
77D3
AutoCAD SHX Text
NESTORIA GRAVELLY SILT LOAM
AutoCAD SHX Text
III RS
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K-FACTOR
AutoCAD SHX Text
0.48
AutoCAD SHX Text
0.48
AutoCAD SHX Text
0.38
AutoCAD SHX Text
0.43
AutoCAD SHX Text
0.56
AutoCAD SHX Text
0.47
AutoCAD SHX Text
0.43
AutoCAD SHX Text
0.41
AutoCAD SHX Text
0.27
AutoCAD SHX Text
0.22
AutoCAD SHX Text
0.27
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EXISTING WETLANDS
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PERMITTED WETLANDS DISTURBANCE (SEE WETLANDS REPORT BY WETLAND STUDIES AND SOLUTIONS, INC.)
AutoCAD SHX Text
ZCPA BOUNDARY
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LAND BAY BOUNDARY PER ZMAP 2013-0010
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PARCEL BOUNDARY
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VERY STEEP SLOPES
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MODERATELY STEEP SLOPES
EX. CONSERVATIONESMT.
INSTR#201309240078062
JOHN MOSBY HIGHWAY - ROUTE 50(R/W VARIES)
EX. TREE CONSERVATION ESMT.INSTR#201606230038513
EX. CONSERVATIONESMT.
INSTR#201309240078062
EX. TREE CONSERVATION ESMT.INSTR. #201606230038513
EX. CONSERVATIONESMT.
INSTR#201309240078062
EX. CONSERVATION ESMT.INSTR#201309240078062
JOHN MOSBY HIGHWAY - ROUTE 50(R/W VARIES)
GUM SPRING ROAD (R/W VARIES)
EX. TREECONSERVATION
ESMT.INSTR#201606230038513
EX. CONSERVATION ESMT.INSTR#201309240078062
EX. TREE CONSERVATION ESMT.INSTR. #201710030061986
EX. LAND COVER ESMT.FOR VRRM COMPLIANCE
INSTR. #201710030061986
EX. LAND COVERESMT. FOR VRRM
COMPLIANCEINSTR.
#201609060058703
EX. LAND COVER ESMT.FOR VRRM COMPLIANCE
INSTR. #201609060058703
50' SETBACK
25' SETBACK
25' SETBACK
25' SETBACK
100' TYPE 5 BUFFERRIGHT-OF-WAY RESERVATION
H
H
25' SETBACK
75' SETBACK
75' BUILDINGSETBACK
35' PARKINGSETBACK
25' SETBACK
50' SETBACK
15' SETBACK
25' SETBACK
50' SETBACK
25' SETBACK
25' SETBACK
MEDICAL DRIVE
DEHA
VILL
AND
DRIV
E
(PUBLIC
)
(PUBLIC)
DULLES WEST BOULEVARD (R/W 120')(PUBLIC)
(PUB
LIC)
LDN 65
MULTI-PURPOSE
FIELD & TOT LOT
DEHA
VILL
AND
DRIV
E
Ston
e Spr
ings
Blvd
. Exte
nded
MED
ICAL D
RIVE
GLASCOCK FIELD DRIVE
(PUBLIC
)
(PUBLIC)
(PUBL
IC)
DULLES WEST BOULEVARD (R/W 120')(PUBLIC)
(PUB
LIC)
LDN 65
MULTI-PURPOSE
FIELD & TOT LOT
H
LAND BAY 2 (PER ZMAP 2013-0010)
(PD-OP W/ HOSPITAL USE)(SPEX 2007-0021)
LAND BAY 2(PER ZMAP 2013-0010)
(PD-OP)
LAND BAY 1A(PER ZMAP 2013-0010)
(CPAR 2017-0015)(R-16)
*CURRENTLY UNDERCONSTRUCTION*
LAND BAY 1DZONED: R-16
LAND BAY 1B(PER ZMAP 2013-0010)
(STPL 2015-0017)(R-16)
LAND BAY 3A(PER ZMAP 2013-0010)
(STPL 2015-0021)(PD-OP)
LAND BAY 3B21.09 (PD-OP OFFICE)PER ZMAP 2013-0010
STPL 2017-0005
LAND BAY 1C(PER ZMAP 2013-0010)
(CLI)
LAND BAY 1A1AREA =1.10 ACZONED: R-16
USE: RESIDENTIAL
DAYCAREFACILITY
LEGEND
GRAPHIC SCALE0
( IN FEET )1 INCH = FEET
75 150 300
150
VA. S
TATE
GRID
NOR
TH
N
PLAN#DATE:CONTOUR INT.=SCALE:
SHEET
REV
ISIO
NS
PLA
N D
ATE
OF
J2 Engineers, Inc.4080 Lafayette Center DriveSuite 330Chantilly, VA 20151