2024-05-07 RH Airmont Tank Drawings IFB.pdf
PDF 10 MB Posted
- Attached to
- Round Hill - Airmont Water Storage Tank
- Solicitation number
- 66594
- Issued by
- Loudoun County, Rose Hill CDP, Virginia
About this file
This document is an Invitation for Bids (IFB) for the construction of a new 500,000 gallon elevated water storage tank in Loudoun County, Virginia. The state of Virginia is seeking bids from qualified contractors to deliver a complete and operational water storage facility to meet the county's infrastructure needs. The project is scheduled to be posted on May 14, 2024, with a due date for submissions on June 19, 2024. There are no set-aside designations or restrictions on the types of organizations that can respond to this opportunity, and the awarded contractor will need to integrate with any existing water infrastructure in the area. The budget range for this project has not been disclosed, but it is expected to be a significant investment in Loudoun County's water system.
The procurement does not list any incumbent vendors or current contractors. The selected vendor will be responsible for the site work, piping, and appurtenances required to complete the water storage tank project. Funding sources and requirements have not been specified in the IFB, but it is anticipated that this will be a publicly-funded infrastructure project.
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TOWN
OF
ROUND
HILL
LOUDOUN
COUNTY
ROUND HILL WATER SYSTEM
AIRMONT WATER TANK
SITE PLAN
STPL-2022-0028
LOUDOUN COUNTY, VIRGINIA
SHEET INDEX (23 SHEETS)
Sheet
Number
Sheet Title
G01 TITLE SHEET
G02
LEGEND, NOTES, & SPEX
CONDITIONS
C01A EXISTING CONDITIONS
C01B PHASE I E&S
C01C DEMOLITION
C02A SITE PLAN
C02B GRADING AND PHII E&S
C03A
ACCESS ROAD PROFILE &
ROAD SECTION
C03B FIRE LANE
C04 WATER MAIN PROFILE
C05 TANK ELEVATIONS
C06 TANK PLAN & SECTIONS
D01 TANK DETAILS
D02
LOUDOUN STANDARD
DETAILS
D03
LOUDOUN STANDARD
WATER DETAILS & VDOT
DETAIL
D04 EROSION CONTROL DETAILS
D05
EROSION CONTROL DETAILS
(2)
D06
EROSION CONTROL
NARRATIVE & MS19
L01 LANDSCAPING PLAN
L02 LANDSCAPING DETAILS
R01
ACCESS ROAD SIGHT
DISTANCE
R02 ONSITE STORM CALCS
R03 EXTENDED STORM CALCS
PROJECT NARRATIVE:
THE PROJECT CONSISTS OF CONSTRUCTION OF A NEW
500,000 GALLON ELEVATED WATER STORAGE TANK TO SERVE
THE MAIN ZONE OF THE TOWN OF ROUND HILL. THE TANK
WILL BE 160' HIGH AND INCLUDE PROVISIONS FOR THE
INSTALLATION OF TELECOMMUNICATIONS ANTENNAE
MOUNTED ON CORRAL POSTS ON TOP OF THE TANK. THE
TANK WILL BE CONSTRUCTED WITH AN OVERFLOW
ELEVATION OF 733.5' TO MATCH THE TOWN'S EXISTING
EVENING STAR TANK. ONCE CONSTRUCTION IS COMPLETE,
THE TWO TANKS WILL OPERATE TOGETHER. THE NEW
"AIRMONT TANK" WILL BE LOCATED ON A 1-ACRE "UTILITY
OUTLOT" PREVIOUSLY DEDICATED TO THE TOWN FOR THE
PURPOSES OF A WATER TANK.
THIS SITE PLAN APPLICATION IS ASSOCIATED WITH SEVERAL
PREVIOUSLY APPROVED APPLICATIONS. COMMISSION
PERMIT-2018-0002 TO ALLOW A 500,000 GALLON ELEVATED
WATER TANK IN THE AR-1 ZONING DISTRICT; COMMISSION
PERMIT-2018-0003 TO ALLOW TELECOMMUNICATIONS
ANTENNAE IN THE AR-1 ZONING DISTRICT; AND SPECIAL
EXCEPTION-2018-0010 TO ALLOW CONSTRUCTION OF A 500,00
GALLON ELEVATED WATER TANK IN AR-1 ZONING DISTRICT
(APPROVED 01/09/2019).
TITLE SHEET
VICINITY MAP
SCALE: 1":1000'
JN:
SEAL DRAWN BY:
REVIEW BY:
REVISION:
DATE:
SHEET TITLE:
20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
SCOTT BORTZ
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
Lic. No. 032379 REENIG
CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
07 MAY 2024
ROUND HILL WATER SYSTEM
AIRMONT WATER TANK
CATOCTIN ELECTION DISTRICT LOUDOUN COUNTY, VIRGINIA
G00
PREPARED FOR:
TOWN OF ROUND HILL, VA
23 MAIN STREET
ROUND HILL, VA 20141
SCOTT RAMSEY, MAYOR
MARY ANNE GRAHAM, VICE MAYOR
Zoning Administrator Date
Director, Building and Development Date
PROPERTY INFORMATION:
PIN - 586-40-5980
TAX MAP # /43/A/2////22B
SUBDIVISION - ROUND HILL RURAL ESTATES UPPER LAKES
OWNER - TOWN OF ROUND HILL
ADDRESS - PO BOX 36
ROUND HILL, VA 20142
INSTRUMENT #201503120014496
ACREAGE - 1.01 ACRES, ZONED AR-1
SOURCE OF FLOODPLAIN NOTE: THERE IS NO FLOODPLAIN ON THE PROPERTY THAT IS THE SUBJECT OF THIS
APPLICATION. THE CURRENT FLOOD INSURANCE RATE MAP (FIRM) OF LOUDOUN COUNTY COMMUNITY PANEL
NUMBER FOR THE PROPERTY THAT IS SUBJECT OF THIS APPLICATION IS 51107C0185E, EFFECTIVE FEBRUARY 17, 2017.
HORIZONTAL COORDINATE SYSTEM: VIRGINIA GRID, NORTH ZONE,
NAD-83 (HARN), IN U.S. SURVEY FOOT UNITS
VERTICAL DATUM: CONTOURS ARE TAKEN FROM FROM LOUDOUN COUNTY GIS 4' CONTOURS, DOWNLOADED 8/4/2021
AND LAST UPDATED FOR ROUND HILL IN 2018. TOPOGRAPHIC INFORMATION IS SUPPLEMENTED BY SURVEY IN THE
IMMEDIATE VICINITY OF TANK, WATERLINE AND ACCESS ROAD SURVEYED BY ARMSTRONG & ASSOCIATES 09/21/2021.
ALL TOPO USES NAVD 88 AS THE VERTICAL DATUM.
PROPERTY INFORMATION : BASED ON GIS INFORMATION PROVIDED BY LOUDOUN COUNTY.
ASSOCIATED LOUDOUN COUNTY APPLICATIONS: CMPT-2018-0002 (APPROVED 01/09/2019); CMPT-2018-0003
(APPROVED 01/09/2019); SPEX-2018-0010 (APPROVED 01/09/2019)
PROJECT OWNER & APPLICANT:
TOWN OF ROUND HILL
ATTN: MELISSA HYNES, TOWN ADMINISTRATOR
PO BOX 36
ROUND HILL, VA 20142
STPL-2022-0028
PIN - 586-40-8883
TAX MAP # /43/A/2////22
SUBDIVISION - ROUND HILL RURAL ESTATES UPPER LAKES
OWNER - WHITNEY, CHELSEY & ELLIOTT, GENENE
ADDRESS - 18115 RIDGEWOOD PL
ROUND HILL, VA 20141
INSTRUMENT #202204210024053
ACREAGE - 4.59 ACRES, ZONED AR-1
(ALL WORK ON THIS PROPERTY IS IN TOWN OF ROUND HILL
UTILITY AND ACCESS EASEMENT INST #201503120014496)
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WESTLAKE
LAKE RIDGEESTATES
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PROJECT
SITE
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R
M O
N T
R O
AD
YATTON ROAD
SLEETERLAKE
LEESBURG PIKE
TOWN
OF
ROUND
HILL
LOUDOUN
COUNTY
ROUND HILL WATER SYSTEM
AIRMONT WATER TANK
SITE PLAN
STPL-2022-0028
LOUDOUN COUNTY, VIRGINIA
SHEET INDEX (23 SHEETS)
Sheet
Number Sheet Title
G01 TITLE SHEET
G02 LEGEND, NOTES, & SPEX
CONDITIONS
C01A EXISTING CONDITIONS
C01B PHASE I E&S
C01C DEMOLITION
C02A SITE PLAN
C02B GRADING AND PHII E&S
C03A ACCESS ROAD PROFILE &
ROAD SECTION
C03B FIRE LANE
C04 WATER MAIN PROFILE
C05 TANK ELEVATIONS
C06 TANK PLAN & SECTIONS
D01 TANK DETAILS
D02 LOUDOUN STANDARD
DETAILS
D03
LOUDOUN STANDARD
WATER DETAILS & VDOT
DETAIL
D04 EROSION CONTROL DETAILS
D05
EROSION CONTROL DETAILS
(2)
D06 EROSION CONTROL
NARRATIVE & MS19
L01 LANDSCAPING PLAN
L02 LANDSCAPING DETAILS
R01 ACCESS ROAD SIGHT
DISTANCE
R02 ONSITE STORM CALCS
R03 EXTENDED STORM CALCS
PROJECT NARRATIVE:
THE PROJECT CONSISTS OF CONSTRUCTION OF A NEW
500,000 GALLON ELEVATED WATER STORAGE TANK TO SERVE
THE MAIN ZONE OF THE TOWN OF ROUND HILL. THE TANK
WILL BE 160' HIGH AND INCLUDE PROVISIONS FOR THE
INSTALLATION OF TELECOMMUNICATIONS ANTENNAE
MOUNTED ON CORRAL POSTS ON TOP OF THE TANK. THE
TANK WILL BE CONSTRUCTED WITH AN OVERFLOW
ELEVATION OF 733.5' TO MATCH THE TOWN'S EXISTING
EVENING STAR TANK. ONCE CONSTRUCTION IS COMPLETE,
THE TWO TANKS WILL OPERATE TOGETHER. THE NEW
"AIRMONT TANK" WILL BE LOCATED ON A 1-ACRE "UTILITY
OUTLOT" PREVIOUSLY DEDICATED TO THE TOWN FOR THE
PURPOSES OF A WATER TANK.
THIS SITE PLAN APPLICATION IS ASSOCIATED WITH SEVERAL
PREVIOUSLY APPROVED APPLICATIONS. COMMISSION
PERMIT-2018-0002 TO ALLOW A 500,000 GALLON ELEVATED
WATER TANK IN THE AR-1 ZONING DISTRICT; COMMISSION
PERMIT-2018-0003 TO ALLOW TELECOMMUNICATIONS
ANTENNAE IN THE AR-1 ZONING DISTRICT; AND SPECIAL
EXCEPTION-2018-0010 TO ALLOW CONSTRUCTION OF A 500,00
GALLON ELEVATED WATER TANK IN AR-1 ZONING DISTRICT
(APPROVED 01/09/2019).
TITLE SHEET
VICINITY MAP
SCALE: 1":1000'
JN:
SEAL DRAWN BY:
REVIEW BY:
REVISION:
DATE:
SHEET TITLE:
20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
SCOTT BORTZ
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
Lic. No. 032379 REENIG
CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
ROUND HILL WATER SYSTEM
AIRMONT WATER TANK
CATOCTIN ELECTION DISTRICT LOUDOUN COUNTY, VIRGINIA
G01
PREPARED FOR:
TOWN OF ROUND HILL, VA
23 MAIN STREET
ROUND HILL, VA 20141
SCOTT RAMSEY, MAYOR
MARY ANNE GRAHAM, VICE MAYOR
Zoning Administrator Date
Director, Building and Development Date
PROPERTY INFORMATION:
PIN - 586-40-5980
TAX MAP # /43/A/2////22B
SUBDIVISION - ROUND HILL RURAL ESTATES UPPER LAKES
OWNER - TOWN OF ROUND HILL
ADDRESS - PO BOX 36
ROUND HILL, VA 20142
INSTRUMENT #201503120014496
ACREAGE - 1.01 ACRES, ZONED AR-1
SOURCE OF FLOODPLAIN NOTE: THERE IS NO FLOODPLAIN ON THE PROPERTY THAT IS THE SUBJECT OF THIS APPLICATION. THE CURRENT FLOOD INSURANCE RATE MAP (FIRM) OF LOUDOUN COUNTY COMMUNITY PANEL NUMBER FOR THE PROPERTY THAT IS SUBJECT OF THIS APPLICATION IS 51107C0185E, EFFECTIVE FEBRUARY 17, 2017.
HORIZONTAL COORDINATE SYSTEM: VIRGINIA GRID, NORTH ZONE,
NAD-83 (HARN), IN U.S. SURVEY FOOT UNITS
VERTICAL DATUM: CONTOURS ARE TAKEN FROM FROM LOUDOUN COUNTY GIS 4' CONTOURS, DOWNLOADED 8/4/2021 AND LAST UPDATED FOR ROUND HILL IN 2018. TOPOGRAPHIC INFORMATION IS SUPPLEMENTED BY SURVEY IN THE IMMEDIATE VICINITY OF TANK, WATERLINE AND ACCESS ROAD SURVEYED BY ARMSTRONG & ASSOCIATES 09/21/2021.
ALL TOPO USES NAVD 88 AS THE VERTICAL DATUM.
PROPERTY INFORMATION : BASED ON GIS INFORMATION PROVIDED BY LOUDOUN COUNTY.
ASSOCIATED LOUDOUN COUNTY APPLICATIONS: CMPT-2018-0002 (APPROVED 01/09/2019); CMPT-2018-0003
(APPROVED 01/09/2019); SPEX-2018-0010 (APPROVED 01/09/2019)
PROJECT OWNER & APPLICANT:
TOWN OF ROUND HILL
ATTN: MELISSA HYNES, TOWN ADMINISTRATOR
PO BOX 36
ROUND HILL, VA 20142
STPL-2022-0028
PIN - 586-40-8883
TAX MAP # /43/A/2////22
SUBDIVISION - ROUND HILL RURAL ESTATES UPPER LAKES
OWNER - WHITNEY, CHELSEY & ELLIOTT, GENENE
ADDRESS - 18115 RIDGEWOOD PL
ROUND HILL, VA 20141
INSTRUMENT #202204210024053
ACREAGE - 4.59 ACRES, ZONED AR-1
(ALL WORK ON THIS PROPERTY IS IN TOWN OF ROUND HILL
UTILITY AND ACCESS EASEMENT INST #201503120014496)
Zebulon D. Fultz Loudoun County Department of Building & Development
2024.03.14 16:56:01-04'00'
EROSION & SEDIMENT CONTROL LEGEND
LEGEND, NOTES, & SPEX
CONDITIONS
JN:
SEAL DRAWN BY:
REVIEW BY:
REVISION:
DATE:
SHEET TITLE:
20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
SCOTT BORTZ
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
Lic. No. 032379 REENIG
CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
ROUND HILL WATER SYSTEM
AIRMONT WATER TANK
CATOCTIN ELECTION DISTRICT LOUDOUN COUNTY, VIRGINIA
G02
CONDITIONS OF APPROVAL, SPEX 2018-0010
CONDITION 1 SUBSTANTIAL CONFORMANCE - THE DEVELOPMENT OF THE SPECIAL
EXCEPTION USE DESCRIBED IN CONDITION 2 BELOW, SHALL BE IN SUBSTANTIAL
CONFORMANCE WITH SHEET 2 OF 2 OF THE PLAN SET ENTITLED “ROUND HILL
WATER TANK” (THE “SPEX PLAT”), DATED MARCH 8, 2018 AS REVISED THROUGH
NOVEMBER 7, 2018, AND THE REVISED 1993 LOUDOUN COUNTY ZONING
ORDINANCE (THE “ZONING ORDINANCE”). APPROVAL OF THIS APPLICATION FOR A
PARCEL IDENTIFIED AS TAX MAP NUMBER /43/A/2////22B (PIN: 586-40-5980) AND A
PORTION OF A PARCEL IDENTIFIED AS TAX MAP NUMBER /43/A/2////22/
(PIN: 586-40-8883) AND (THE “PROPERTY”) SHALL NOT RELIEVE THE APPLICANT OR
THE OWNERS OF THE PROPERTY, THEIR SUCCESSORS, OR PARTIES
DEVELOPING, ESTABLISHING, OR OPERATING THE APPROVED SPECIAL EXCEPTION
USE (THE “APPLICANT”) FROM THE OBLIGATION TO COMPLY WITH THE ZONING
ORDINANCE, CODIFIED ORDINANCE, AND ANY OTHER APPLICABLE REGULATORY
REQUIREMENTS.
CONDITION 2 USES PERMITTED - THE PROPOSED WATER STORAGE TANK AND
TELECOMMUNICATION ANTENNAE WILL BE PAINTED WHITE/BEIGE TO HELP BLEND
WITH THE SKYLINE TO BETTER MITIGATE THE VISUAL IMPACT OF THE PROPOSED
STRUCTURE ON THE SURROUNDING AREA.
CONDITION 3 PAINT COLOR - THE PROPOSED WATER STORAGE TANK AND
TELECOMMUNICATION ANTENNAE WILL BE PAINTED WHITE/BEIGE TO HELP BLEND
WITH THE SKYLINE TO BETTER MITIGATE THE VISUAL IMPACT OF THE PROPOSED
STRUCTURE ON THE SURROUNDING AREA.
CONDITION 4 SPECIMEN TREE PRESERVATION - THE OWNER SHALL ENGAGE A
CERTIFIED ARBORIST, URBAN FORESTER, OR LANDSCAPE ARCHITECT TO PREPARE
A TREE PRESERVATION PLAN FOR THE TREES ON THE PROPERTY OF A DIAMETER
BREAST HEIGHT (D.B.H.) OF THIRTY (30) INCHES OR MORE IDENTIFIED TO BE
PRESERVED AS SPECIMEN TREES # 2 AND # 4 (“SPECIMEN TREES”) ON SHEET 2 OF
THE CONCEPT DEVELOPMENT PLAN (“CDP”). THE TREE PRESERVATION PLAN
SHALL BE PROVIDED TO THE COUNTY FOR REVIEW AND APPROVAL AT THE TIME OF
SUBMISSION OF CONSTRUCTION PLANS AND SITE PLANS FOR THE
PROPERTY. SUCH TREE PRESERVATION PLAN SHALL IDENTIFY THE TREE
PROTECTION MEASURES THAT SHALL BE EMPLOYED TO PROTECT THE TREES
DURING CONSTRUCTION ACTIVITIES AND PROVIDE FOR FENCING OUTSIDE THE
CRITICAL ROOT ZONE (“CRZ”) OF EACH SPECIMEN TREE. IF CONSTRUCTION
ACTIVITIES ARE NECESSARY WITHIN THE CRZ OF ANY OF THE SPECIMEN TREES,
THEN THE TREE PRESERVATION PLAN SHALL INCLUDE INVIGORATION TECHNIQUES,
SUCH AS ROOT PRUNING AND DEEP ROOT FERTILIZATION. IN ADDITION, ANY
UTILITY LINE THAT MUST BE LOCATED WITHIN THE CRZ OF ANY OF THE SPECIMEN
TREES SHALL BE INSTALLED USING A BORING TECHNIQUE SUPERVISED BY A
CERTIFIED ARBORIST. IN THE EVENT ANY SPECIMEN TREE IS DAMAGED DURING
CONSTRUCTION AND CANNOT BE SAVED, THE OWNER SHALL REPLACE SUCH
DAMAGED SPECIMEN TREE WITH FOUR (4) 3 INCH CALIPER NATIVE NON-INVASIVE
DECIDUOUS TREES. THE PLACEMENT OF THE REPLACEMENT TREES SHALL BE
PROXIMATE TO THE AREA OF EACH SUCH SPECIMEN TREE SO REMOVED, OR IN
ANOTHER AREA AS REQUESTED BY THE COUNTY.
CONDITION 5 WELLHEAD PROTECTION - THE OWNER SHALL ENGAGE A CERTIFIED
ENGINEER TO PREPARE A GEOTECHNICAL REPORT TO DETERMINE IF THE
FOUNDATION OF THE WATER STORAGE TANK, IN THE OPINION OF A CERTIFIED
ENGINEER OR GEOLOGIST WILL IMPACT TURBIDITY OF THE GROUNDWATER
QUALITY FOR THOSE ADJACENT PARCELS IDENTIFIED AS PIN: 586-40-8883, PIN:
586-40-1528, PIN: 586-40-1306, AND PIN: 586- 30-7034. THE GEOTECHNICAL REPORT
WILL BE PROVIDED TO THE COUNTY FOR REVIEW AT THE TIME OF BUILDING PERMIT
APPLICATION. IF THE REPORT DETERMINES THAT THERE WILL BE NO IMPACT ON
TURBIDITY, THIS CONDITION WILL BE DEEMED SATISFIED. IF THE GEOTECHNICAL
REPORT DETERMINES THAT THE CONSTRUCTION OF THE WATER STORAGE TANK
WILL IMPACT THE TURBIDITY OF THE GROUNDWATER QUALITY FOR THOSE
ADJACENT PARCELS IDENTIFIED HEREIN, SAID REPORT SHALL OUTLINE ANY PRE
AND POST CONSTRUCTION TESTING PROCEDURES TO ADDRESS THE IMPACTS,
WITH SUCH POST CONSTRUCTION MONITORING NOT HAVING TO EXCEED 6 MONTHS
FOR THIS PURPOSE OF SATISFYING THIS CONDITION.
FUTURE TELECOMMUNICATION ANTENNA FACILITIES:
GRADING / EROSION CONTROL / LANDSCAPING NOTES:
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EXISTING CONDITIONS
JN:
SEAL DRAWN BY:
REVIEW BY:
REVISION:
DATE:
SHEET TITLE:
20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
SCOTT BORTZ
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
No.
32379
REENIG
CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
ROUND HILL WATER SYSTEM
AIRMONT WATER TANK
CATOCTIN ELECTION DISTRICT LOUDOUN COUNTY, VIRGINIA
C01A
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PHASE I E&S
JN:
SEAL DRAWN BY:
REVIEW BY:
REVISION:
DATE:
SHEET TITLE:
20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
SCOTT BORTZ
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
No.
32379
REENIG
CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
C01B
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DEMOLITION
JN:
SEAL DRAWN BY:
REVIEW BY:
REVISION:
DATE:
SHEET TITLE:
20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
SCOTT BORTZ
DE
PR
C
IFI
TR
E
NE
OISSEF LAN
No.
32379
REENIG
CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
C01C
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SITE PLAN
JN:
SEAL DRAWN BY:
REVIEW BY:
REVISION:
DATE:
SHEET TITLE:
20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
SCOTT BORTZ
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No.
32379
REENIG
CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
C02A
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GRADING AND PHII E&S
JN:
SEAL DRAWN BY:
REVIEW BY:
REVISION:
DATE:
SHEET TITLE:
20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
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32379
REENIG
CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
C02B
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ACCESS ROAD PROFILE
& ROAD SECTION
ACCESS ROAD PROFILE
SCALES:
HORIZONTAL: 1" = 30'
VERTICAL: 1" = 5'
JN:
SEAL DRAWN BY:
REVIEW BY:
REVISION:
DATE:
SHEET TITLE:
20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
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CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
C03A
CULVERT PROFILE
SCALES:
HORIZONTAL: 1" = 30'
VERTICAL: 1" = 5'
STANDARD NOTES
DRAINAGE PROFILE
SCALES:
HORIZONTAL: 1" = 30'
VERTICAL: 1" = 5'
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FIRE LANE
JN:
SEAL DRAWN BY:
REVIEW BY:
REVISION:
DATE:
SHEET TITLE:
20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
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32379
REENIG
CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
C03B
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WATER MAIN PROFILE
WATER MAIN PROFILE
SCALES:
HORIZONTAL: 1" = 30'
VERTICAL: 1" = 10'
JN:
SEAL DRAWN BY:
REVIEW BY:
REVISION:
DATE:
SHEET TITLE:
20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
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32379
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CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
C04
LOUDOUN STANDARD
DETAILS
JN:
SEAL DRAWN BY:
REVIEW BY:
REVISION:
DATE:
SHEET TITLE:
20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
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32379
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CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
D02
LOUDOUN STANDARD
WATER DETAILS & VDOT
DETAIL
JN:
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REVISION:
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20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
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CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
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CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
D03
EROSION CONTROL
DETAILS
JN:
SEAL DRAWN BY:
REVIEW BY:
REVISION:
DATE:
SHEET TITLE:
20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
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No.
32379
REENIG
CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
D04
DETAILS (2)
JN:
SEAL DRAWN BY:
REVIEW BY:
REVISION:
DATE:
SHEET TITLE:
20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
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CIVIL & ENVIRONMENTAL ENGINEERS
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19-02
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09 AUG 2022
02 FEB 2024
D05
NARRATIVE & MS19
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20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
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CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
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32379
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CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
D06
VIRGINIA EROSION AND SEDIMENT MINIMUM STANDARDS
LOUDOUN COUNTY ESC OMISSION STATEMENT
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PROTECT LARGE WHITE OAK
(ARBORIST TREE #4)
DURING CONSTRUCTION, SEE L02
NOTE, TREE #4 IS OFF PROPERTY
AND NOT COUNTED TOWARDS
BUFFER REQUIREMENTS.
PER SPEX 4, PLANT RED OAKS
'PROXIMATE TO THE AREA OF
SUCH SPECIMEN TREE SO
REMOVED, OR IN ANOTHER
AREA AS REQUESTED BY THE
COUNTY'
TYPE C BUFFER YARD
(SEE NOTE 14 G02)
640' BUFFER YARD
LANDSCAPING PLAN
JN:
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REVIEW BY:
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DATE:
SHEET TITLE:
20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
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No.
32379
REENIG
CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
L01
LANDSCAPING DETAILS
JN:
SEAL DRAWN BY:
REVIEW BY:
REVISION:
DATE:
SHEET TITLE:
20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
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No.
32379
REENIG
CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
L02
1. Prior to any construction activity, all individual trees and groups of trees shown to be preserved on the Tree Preservation Plan shall be protected by fencing a minimum of four feet in height, placed at the limits of clearing and grading, or as determined by Loudoun County Arborist/Urban Forester representatives during the pre-construction meeting. Tree protection fencing shall be one of the following:
a. 14 gage steel welded wire "farm fence", on 6-foot steel posts driven into the ground 18 inches and placed not more than 10 feet apart
b. super silt fence.
2. Silt fence or super silt fence, if required, may be installed in the root-pruning trench. If super silt fence is used, it may serve as tree preservation fencing. Other types of tree preservation fencing shall be placed between the area to be cleared and the root-pruning trench.
3. The tree protection fencing shall be made clearly visible to all construction personnel with signs posted every 25 feet on the fence stating in English and Spanish that it is a tree preservation area and no entry is permitted. The fencing shall be installed prior to any work being conducted on the site, including the demolition of any existing structures or fences.
4. All construction mobilization/activity, materials storage, and motorized equipment shall be prohibited beyond the limits of clearing and grading shown on the site plan and the Tree Preservation Plan unless previously approved by Loudoun County Arborist/Urban Forester.
5. Root Pruning: Root pruning shall be performed along the limits of clearing and grading as shown on the tree conservation plan prior to any other site disturbance. A trencher, stump grinder, or airtool-and-handsaw shall be used to a depth of 18 inches, cutting all roots larger than two inches in diameter. Immediately after root pruning, the trench shall be backfilled. Root-pruning trenches should be mulched with wood chips or mulch four inches deep. Root pruning shall be done prior to any site work or installation of siltation control measures unless authorized by Loudoun County Arborist/Urban Forester.
6. Clearing Operations: Trees to be removed shall be felled in such a manner as to preserve the trees that are to remain. Trees directly adjacent to but within the limits of clearing and grading shall be felled by hand, with a chain saw, and the stumps shall remain in place or shall be ground out. If, due to site constraints, the stumps must be grubbed out, this shall be done only after root pruning along the limits of clearing and grading has occurred and shall be done in a manner that does not injure trees to be preserved.
7. Trees within the tree preservation areas, which are individually identified to be removed, shall be felled by hand with a chain saw and the stumps shall remain in place. Such trees shall be felled in a manner that does not injure trees to be preserved. Trees to be removed from the tree preservation area shall be dropped into the area to be cleared or pieced down. These trees shall be moved into the area to be cleared without injuring remaining vegetation.
8. Off-site and jointly owned trees should receive special attention; if possible, discuss the project with owners of such trees before starting work if their trees are affected by construction. Make all reasonable efforts to preserve off site and jointly owned trees.
9. Tree care procedures shall meet or exceed American National
Standards Institute (ANSI) Standard Practices for Trees, Shrubs, and Other Woody Plant Maintenance ANSI A300.
10. Information in these plan notes, tree inventory, and all plans related to trees refer only to trees that are 30 inches or larger in diameter at 4.5 feet above grade only; no other trees were examined, and no tree risk assessments were performed.
ROUND HILL WATER TOWER
TREE PRESERVATION NARRATIVE/ACTIVITIES
PROVIDED BY TREESPLEASE
L O
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SIGHT DISTANCE TO
THE EAST
SIGHT DISTANCE TO
THE WEST
ACCESS ROAD SIGHT
DISTANCE
JN:
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20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
CHRISTIANSBURG, VIRGINIA 24073
FAX : (540) 394 - 3215 O
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No.
32379
REENIG
CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
R01
DRAINAGE AREA 1
3.24 ACRES
C = 0.34 Tc = 19.88 min Q2= 3.16 cfs Q10= 4.38 cfs
DRAINAGE AREA 2
0.88 ACRES
C = 0.38 Tc = 11.41 min Q2= 1.26 cfs Q10= 1.72 cfs
DRAINAGE AREA 4
(UNCHANGED PRE TO POST)
1.38ACRES
C = 0.30 Tc = 12.24 min Q2= 1.51 cfs Q10= 2.07 cfs
3 CROSS SECTIONS
FOR DA 4
150' SHEET
FLOW
150' SHEET
FLOW
3 CROSS SECTIONS
FOR DA 1 + 2
CULVERT
ANALYSIS
3 DITCH
CROSS
SECTIONS
FOR DA 1
150' SHEET
FLOW
PROPOSED
DITCH
PROPOSED
CULVERT
DRAINAGE AREA 3
0.76ACRES
C = 0.37 Tc = 8.81 min Q2= 1.18 cfs Q10= 1.60 cfs
3 CROSS SECTIONS
FOR DA 3
150' SHEET
FLOW
D
D
A
S
A
S
A
S
ONSITE STORM CALCS
JN:
SEAL DRAWN BY:
REVIEW BY:
REVISION:
DATE:
SHEET TITLE:
20 MIDWAY PLAZA DRIVE - SUITE 100
ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
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FAX : (540) 394 - 3215 O
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No.
32379
REENIG
CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
R02
DRAINAGE PATH
DRAINAGE AREA
PROPOSED CROSS SECTION
TYPICAL CROSS SECTIONS FOR DA 1 TYPICAL CROSS SECTIONS FOR DA 1+2
SEE DO6 FOR STORMWATER MANAGEMENT NARRATIVE
DitchSec1
TYPICAL CROSS SECTIONS FOR DA 3 TYPICAL CROSS SECTIONS FOR DA 4
DITCH SECTION
DITCH SECTION DITCH SECTION
DITCH SECTION
PER FSM SECTION 5.220.A TABLE 6
EC-3 TYPE A
n =0.050 Vmax = 7 fps
PER FSM SECTION 5.220.A TABLE 6
UNMAINTAINED GRASS
n =0.050 Vmax = 4 fps (LOWERED BY 25% FOR HIGHLY ERODIBLE
SOILS & 5%-22% FOR SINUOUS CHANNELS)
PER FSM SECTION 5.220.A TABLE 6
UNMAINTAINED GRASS
n =0.050 Vmax = 4 fps (LOWERED BY 25% FOR HIGHLY ERODIBLE
SOILS & 5%-22% FOR SINUOUS CHANNELS)
PER VDOT DRAINAGE APPENDIX 7D -1
EARTH, STRAIGHT AND UNIFORM W/ GRAVEL UNIFORM
SECTION, CLEAN
n =0.022-0.030, 0.025 NORMAL
PER VDOT DRAINAGE APPENDIX 7D -6
Vmax = 4 FPS (CLEAR WATER)
PER VDOT DRAINAGE APPENDIX 7D -2
GRAVEL n =0.025 NORMAL Vmax = 4.5 FPS
DRAINAGE
AREA 6 - TO
RIDGEWOOD
PLACE
(UNCHANGED
PRE TO POST)
4.77 ACRES
C = 0.40 Tc = 14.45 min Q2= 6.46 cfs Q10= 8.87 cfs
DRAINAGE
AREA 5 - TO
YATTON ROAD
6.34 ACRES
C = 0.35 Tc = >20 min Q2= 6.35 cfs Q10= 8.79 cfs
ADDITIONAL
DRAINAGE AREA - 7
TO CULVERT
(UNCHANGED
PRE-POST)
10.40 ACRES
ANALYSIS AT
CULVERT
(DOES NOT MEET
LIMITS OF
ANALYSIS)
C = 0.35 Tc = >20 min Q2= 10.42 cfs Q10= 14.42 cfs
LIMITS OF
ANALYSIS
(SLEETER
LAKE DA ~8,000
ACRES, 1% BY
AREA)
DA 5 + 7
CULVERT
DROP INLET
DITCH CROSS
SECTION
ROAD CROSS
SECTION
SHEET FLOW
SWALE
ROADSIDE
DITCH
DROP INLET
ROADSIDE
DITCH
CULVERT
TO
SLEETER
LAKE
CULVERT TO
SLEETER LAKE
SHEET FLOW
PROPOSED
DITCH
PROPOSED
CULVERT
SHEET FLOW
VDOT ROAD
SWALE
VDOT ROAD
SWALE
ROAD SWALE
CROSS
SECTION
ABOVE
CULVERT
SECTION
D
C
D
W
A
L
E
D
B
O
V
U
L
V
E
R
T
D
T
C
H
EXTENDED STORM
CALCS
JN:
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DATE:
SHEET TITLE:
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ortz , L.L.C.
&eed BP
PHONE: (540) 394 - 3214
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FAX : (540) 394 - 3215 O
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No.
32379
REENIG
CIVIL & ENVIRONMENTAL ENGINEERS
Sheet Number and Revision DescriptionNo. Date
19-02
JJM
SMB
09 AUG 2022
02 FEB 2024
R03
DRAINAGE PATH
DRAINAGE AREA
PROPOSED CROSS SECTION
DA 5 ROAD CROSS SECTION DA 5 ROAD SWALE CROSS SECTION
SEE DO6 FOR STORMWATER MANAGEMENT NARRATIVE
DitchSec1
DITCH SECTION
DA 5 ABOVE CULVERT CROSS SECTION DA 6 ROADSIDE DITCH CROSS SECTION
DITCH SECTION
DITCH SECTION
DITCH SECTION
PER FSM SECTION 5.220.A TABLE 6
MAINTAINED GRASS
n =0.035 VMAX = 4 fps (LOWERED BY 25% FOR HIGHLY ERODIBLE
SOILS & 5%-22% FOR SINUOUS CHANNELS)
PER VDOT DRAINAGE APPENDIX 7D -1
EARTH, STRAIGHT AND UNIFORM W/ GRAVEL UNIFORM
SECTION, CLEAN
n =0.022-0.030, 0.025 NORMAL
PER VDOT DRAINAGE APPENDIX 7D -6
Vmax = 4 FPS (CLEAR WATER)
PER VDOT DRAINAGE APPENDIX 7D -2
GRAVEL n =0.025 NORMAL Vmax = 4.5 FPS
PER VDOT DRAINAGE APPENDIX 7D -1
CHANNEL NOT MAINTAINED, WEEDS AND BRUSH
UNCUT
n =0.0.050-0.120, 0.080 NORMAL
PER FSM SECTION 5.220.A TABLE 6
UNMAINTAINED GRASS
VMAX = 4.0 FPS
PER VDOT DRAINAGE APPENDIX 7D -1
CHANNEL NOT MAINTAINED, WEEDS AND BRUSH
UNCUT
n =0.0.050-0.120, 0.080 NORMAL
PER FSM SECTION 5.220.A TABLE 6
UNMAINTAINED GRASS
VMAX = 4.0 FPS
| Sheets and Views |
| G00 TITLE SHEET |
| G01 TITLE SHEET |
| G02 LEGEND, NOTES, & SPEX CONDITIONS |
| C01A EXISTING CONDITIONS |
| C01B PHASE I E&S |
| C01C DEMOLITION |
| C02A SITE PLAN |
| C02B GRADING AND PHII E&S |
| C03A ACCESS ROAD PROFILE & ROAD SECTION |
| C03B FIRE LANE |
| C04 WATER MAIN PROFILE |
| C05 TANK ELEVATIONS |
| C06 TANK PLAN & SECTIONS |
| D01 TANK DETAILS |
| D02 LOUDOUN STANDARD DETAILS |
| D03 LOUDOUN STANDARD WATER DETAILS & VDOT DETAIL |
| D04 EROSION CONTROL DETAILS |
| D05 EROSION CONTROL DETAILS (2) |
| D06 EROSION CONTROL NARRATIVE & MS19 |
| L01 LANDSCAPING PLAN |
| L02 LANDSCAPING DETAILS |
| R01 ACCESS ROAD SIGHT DISTANCE |
| R02 ONSITE STORM CALCS |
| R03 EXTENDED STORM CALCS |
File details come from the government source that posted it. Updated .