HomeMy WebLinkAbout28-21 Site PlanU:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS0000.dwg PLOTTED: 7/14/2022 3:04 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS0000 BYNO.DATEREVISIONSDHOLC20001
AS NOTED
CJM
2021-03-18
DLF
SHEET
APPROVED BY
OF1 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
PREPARED FOR:
OWNER/DEVELOPERDAVE HOLLIDAY CONSTRUCTION, INC.
420 WEST JUBAL EARLY DRIVE
WINCHESTER, VIRGINIA 22601
(540) 667-2120
WINCHESTER LANDING
AGE RESTRICTED RESIDENTIAL
SUBDIVISION DESIGN & SITE PLAN
SITE PLAN #28-21
RED BUD MAGISTERIAL DISTRICT - FREDERICK COUNTY, VIRGINIA
ORIG SUBMISSION DATE: SEPTEMBER 17, 2021
REVISED SUBMISSION DATE: JULY 14, 2022
LOCATION MAP
Scale: 1" = 2000'
CALL 1-800-552-7001
CALL BEFORE YOU DIG
ALWAYS CALL 811 BEFORE YOU DIG IN VIRGINIA
SECTION 56-265.17 REQUIRES THREE WORKING DAYS
NOTICE TO UTILITIES BEFORE YOU EXCAVATE, DRILL OR
BLAST VIRGINIA UTILITY PROTECTION SERVICE, INC.
TICKET NUMBER(S):
PREPARED BY:PENNONI ASSOCIATES INC.
117 East Piccadilly Street
Winchester, VA 22601
T 540.667.2139
F 540.665.0493 DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601COVER SHEETWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT 07-14-2022
DAVID L. FRANK
Lic. No.1061
LOCAL UTILITIES
RAPPAHANNOCK ELECTRIC CO-OP
137 KELLEY COURT
FRONT ROYAL, VIRGINIA 22630
(540) 662-2037
VERIZON
404 HILLANDALE LANE
WINCHESTER, VIRGINIA 22602
(540) 665-3156
COMCAST COMMUNICATIONS
195 RAINVILLE ROAD
WINCHESTER, VIRGINIA 22602
(540) 504-0942
WASHINGTON GAS
350 HILLANDALE LN.
WINCHESTER, VIRGINIA 22602
(540) 868-7913
FREDERICK WATER
315 TASKER ROAD
STEPHENS CITY, VIRGINIA 22655
(540) 868-1061 RESPONSIBLE LAND DISTURBER
THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
NAME:_____________________________________________________
CERTIFICATION #:___________________________________________
DATE: _____________________________________________________
APPROVED BY FREDERICK COUNTY ZONING AND SUBDIVISION ADMINISTRATOR
SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE
________________________________________________________________________________
APPROVED BY DATEPREVIOUS APPROVALS
REZONING - (REZ) #04-21 09/22/2021
MDP WAIVER GRANTED UNDER §165-801.03 10/18/2021
SITE
SHEET INDEX
SHEET NO.SHEET TITLE
1 COVER SHEET
2 GENERAL NOTES & LEGENDS
3 SITE DEVELOPMENT SUMMARY & KEY PLAN
4 PROFFERS & WAIVERS
4A GENERAL DEVELOPMENT PLAN
5 EXISTING CONDITIONS
6 DEMOLITION PLAN
7 EROSION & SEDIMENT CONTROL NARRATIVE
8 EROSION & SEDIMENT CONTROL PLAN (PHASE-I)
9 EROSION & SEDIMENT CONTROL PLAN (PHASE-II)
10 SEDIMENT BASIN 1 PLAN & COMPUTATIONS
11 SEDIMENT BASIN 2 PLAN & COMPUTATIONS
12 EROSION & SEDIMENT CONTROL DETAILS (VESCH)
13 EROSION & SEDIMENT CONTROL DETAILS (VESCH)
14 SEDIMENT BASIN DETAILS (VESCH)
15 SEDIMENT TRAP COMPUTATIONS
16 MISCELLANEOUS E&S DETAILS
17 FARMINGTON BLVD. & GABRIEL CT. PROFILES
18 MAURY WAY, HARDY WAY & WERTLAND PL. PROFILES
19 SIGHT DISTANCE PROFILES
20 TYPICAL SECTIONS
21 VDOT STANDARD DETAILS
22 VDOT STANDARD DETAILS
23 VDOT STANDARD DETAILS
24 GEOMETRIC PLAN (OVERALL)
25 GEOMETRIC PLAN
26 GEOMETRIC PLAN
27 GEOMETRIC PLAN
28 GEOMETRIC PLAN
29 GRADING PLAN
30 GRADING PLAN
31 GRADING PLAN
32 GRADING PLAN
32A DETAILED GRADING PLAN (APARTMENTS)
33 SITE DETAILS
34 UTILITY PLAN
35 UTILITY PLAN
36 UTILITY PLAN
37 UTILITY PLAN
38 SANITARY SEWER PROFILES
39 SANITARY SEWER PROFILES
40 SANITARY SEWER PROFILES
41 SANITARY SEWER PROFILES
42 SANITARY SEWER COMPUTATIONS
43 WATERLINE PROFILES (A, B)
44 WATERLINE PROFILES (C, D, E)
45 WATERLINE PROFILES (F, G, H) & SERVICE VAULTS
46 FREDERICK WATER DETAILS
47 FREDERICK WATER DETAILS
48 PRE-DEVELOPMENT DRAINAGE MAP
49 POST-DEVELOPMENT DRAINAGE MAP
50 OFF-SITE DRAINAGE & OVER LAND RELIEF EVALUATION
51 OFF-SITE DRAINAGE & OVER LAND RELIEF EVALUATION
52 OFF-SITE DRAINAGE & OVER LAND RELIEF EVALUATION
53 WATER QUANTITY COMPLIANCE SUMMARY (STUDY POINTS 1-3)
54 WATER QUANTITY COMPLIANCE SUMMARY (STUDY POINTS 4-6)
55 WATER QUANTITY COMPLIANCE SUMMARY (STUDY POINTS 7-9)
56 WATER QUANTITY COMPLIANCE SUMMARY (SP 10) & SWM NARRATIVE
57 VIRGINIA RUNOFF REDUCTION COMPLIANCE SUMMARY
58 CATCH BASINS 1 & 2 PLAN
59 CATCH BASINS 3 & 4 PLAN
60 CATCH BASIN 5 PLAN
61 WET POND PLAN
62 WET POND COMPUTATIONS, NARRATIVES & DETAILS
63 BIO-RETENTION BASINS A & B PLAN
64 BIO-RETENTION BASINS C & D PLAN
65 BIO-RETENTION BASIN DETAILS & NARRATIVES
66 STORM SEWER PROFILES
67 STORM SEWER PROFILES
68 STORM SEWER PROFILES
69 STORM SEWER INLET & OUTLET COMPS
70 STORM SEWER DESIGN COMPS
71 HYDRAULIC GRADE LINE (HGL) COMPS
72 DITCH ANALYSES SUMMARY & COMPS
73 LANDSCAPE PLAN AND CALCULATIONS
74 LANDSCAPE BIO-RETENTION PLAN
75 LANDSCAPE NOTES AND DETAILS
76 LIFE SAFETY PLAN
77 LIGHTING PLAN
SUBMISSION REVIEW TRACKING
09/17/2021 FREDERICK WATER (REVIEW)
10/08/2021 PLANNING, GIS, FIRE MARSHAL, INSPECTIONS (REVIEW)
10/22/2021 VDOT, PUBLIC WORKS (REVIEW)
11/19/2021 GIS (APPROVAL)
12/06/2021 VDOT (APPROVAL)
01/21/2022 FREDERICK WATER (REVIEW)
02/14/2022 FREDERICK WATER (REVIEW)
03/02/2022 FREDERICK WATER (APPROVAL)
04/15/2022 PLANNING, FIRE MARSHAL, INSP., PUBLIC WORKS, P&R (REVIEW)
05/10/2022 FIRE MARSHAL (APPROVAL)
06/01/2022 PUBLIC WORKS (APPROVAL)
07/14/2022 INSPECTIONS (APPROVAL)
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS0001.dwg PLOTTED: 7/14/2022 11:51 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS0001 BYNO.DATEREVISIONSDHOLC20001
NONE
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF2 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601GENERAL NOTES & LEGENDSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTVIRGINIA DEPARTMENT OF TRANSPORTATION
STAUNTON DISTRICT
REV. JUNE 19, 2013
VDOT GENERAL NOTES
V1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OF AND LATEST
REVISIONS TO THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE
SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND SEDIMENT CONTROL
REGULATIONS, AND ANY OTHER APPLICABLE STATE, FEDERAL OR LOCAL REGULATIONS. IN CASE
OF A DISCREPANCY OR CONFLICT BETWEEN THE STANDARDS OR SPECIFICATIONS AND
REGULATIONS, THE MOST STRINGENT SHALL GOVERN.
V2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR,
OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA), AND VIRGINIA OCCUPATIONAL
SAFETY & HEALTH (VOSH) RULES AND REGULATIONS.
V3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR
TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOT'S WORK AREA
PROTECTION MANUAL. A TRANSPORTATION MANAGEMENT PLAN NEEDS TO BE SUBMITTED FOR
APPROVAL AND LAND USE PERMIT ISSUED PRIOR TO ANY EXECUTION OF WORK WITHIN THE VDOT
RIGHT OF WAY.
V4 THE DEVELOPER SHALL BE RESPONSIBLE FOR RELOCATING, AT HIS EXPENSE, ANY AND ALL
UTILITIES, INCLUDING TRAFFIC SIGNAL POLES, JUNCTION BOXES, CONTROLLERS, ETC., OWNED BY
VDOT OR PRIVATE / PUBLIC UTILITY COMPANIES. IT IS THE SOLE RESPONSIBILITY OF THE
DEVELOPER TO LOCATE AND IDENTIFY UTILITY FACILITIES OR ITEMS THAT MAY BE IN CONFLICT
WITH THE PROPOSED CONSTRUCTION ACTIVITY. VDOT APPROVAL OF THESE PLANS DOES NOT
INDEMNIFY THE DEVELOPER FROM THIS RESPONSIBILITY.
V5. DESIGN FEATURES RELATING TO FIELD CONSTRUCTION, REGULATIONS, AND CONTROL OR SAFETY
OF TRAFFIC MAY BE SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT. ANY ADDITIONAL
EXPENSE INCURRED AS A RESULT OF ANY FIELD REVISION SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER.
V6. IF REQUIRED BY THE LOCAL VDOT LAND DEVELOPMENT OFFICE, A PRE-CONSTRUCTION
CONFERENCE SHALL BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE
ATTENDANCE OF THE CONTRACTOR (S), VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND
VDOT PRIOR TO INITIATION OF WORK.
V7. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT LAND DEVELOPMENT OFFICE WHEN WORK IS
TO BEGIN OR CEASE FOR ANY UNDETERMINED LENGTH OF TIME. VDOT REQUIRES AND SHALL
RECEIVE 48 HOURS ADVANCE NOTICE PRIOR TO ANY REQUIRED OR REQUESTED INSPECTION.
V8. THE CONTRACTOR SHALL NOTIFY THE TRAFFIC OPERATIONS CENTER AT (540) 332-9500 FOR ANY
TRAFFIC CONTROL PLAN THAT IMPACTS A VDOT MAINTAINED INTERSTATE OR PRIMARY ROADWAY
TO PROVIDE NOTIFICATION OF THE INSTALLATION AND REMOVAL OF THE WORK ZONE.
V9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING A VDOT PERMITTED TEMPORARY
CONSTRUCTION ENTRANCE(S) IN ACCORDANCE WITH SECTION 3.02 OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK. FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY
THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.
V10.CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE
DURING AND AT THE END OF CONSTRUCTION.
V11. ALL WATER AND SEWER LINES WITHIN EXISTING OR PROPOSED VDOT RIGHT-OF-WAY SHALL
HAVE A MINIMUM THIRTY-SIX (36) INCHES COVER AND WHEN POSSIBLE SHALL BE INSTALLED
UNDER ROADWAY DRAINAGE FACILITIES AT CONFLICT POINTS.
V12.ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS,
CAVES, ETC.) ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE ENGINEER AND VDOT. WORK SHALL CEASE IN THAT VICINITY
UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
V13.ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED
BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT OF FILL. A VDOT REPRESENTATIVE SHALL BE
PRESENT TO INSURE THE SOIL SAMPLE(S) OBTAINED FOR CBR'S IS REPRESENTATIVE OF THE
LOCATION. WHEN SOIL SAMPLES ARE SUBMITTED TO PRIVATE LABORATORIES FOR TESTING, THE
SAMPLES SHALL BE CLEARLY IDENTIFIED AND LABELED AS BELONGING TO A PROJECT TO BE
ACCEPTED BY VDOT AND THAT TESTING SHALL BE PERFORMED IN ACCORDANCE WITH ALL
APPLICABLE VDOT STANDARDS AND PROCEDURES.
V14.ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM SEWER
TRENCHES SHALL BE COMPACTED IN ACCORDANCE WITH THE LIFT THICKNESSES, DENSITY AND
MOISTURE REQUIREMENTS AS SPECIFIED IN THE CURRENT VDOT ROAD AND BRIDGE
SPECIFICATIONS. CERTIFIED COPIES OF TEST REPORTS SHALL BE SUBMITTED TO VDOT DAILY,
UNLESS SPECIFIED OTHERWISE.
V15.VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE
PLANS AND/OR AS SPECIFIED BY VDOT.
V16. A POST INSTALLATION VISUAL/VIDEO CAMERA INSPECTION SHALL BE CONDUCTED BY THE
CONTRACTOR ON ALL PIPES IDENTIFIED ON THE PLANS AS STORM SEWER PIPE AND A SELECT
NUMBER OF PIPE CULVERTS. FOR PIPE CULVERTS, A MINIMUM OF ONE PIPE INSTALLATION FOR
EACH SIZE OF EACH MATERIAL TYPE WILL BE INSPECTED OR TEN PERCENT OF THE TOTAL
AMOUNT FOR EACH SIZE AND MATERIAL TYPE SUMMARIZED. ALL PIPE INSTALLATIONS ON THE
PLANS NOT IDENTIFIED AS STORM SEWER PIPE SHALL BE CONSIDERED AS CULVERT PIPE FOR
INSPECTION PURPOSES. ADDITIONAL TESTING MAY BE REQUIRED AS DIRECTED BY THE AREA
LAND USE ENGINEER OR THEIR REPRESENTATIVE.
V17.THE INSTALLATION OF ANY ENTRANCES AND MAILBOXES WITHIN ANY DEDICATED STREET
RIGHT-OF-WAY SHALL MEET VDOT MINIMUM DESIGN STANDARDS AND IS THE RESPONSIBILITY OF
THE DEVELOPER.
V18.PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR
PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER IN ACCORDANCE WITH THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES.
V19.THE DEVELOPER SHALL PROVIDE THE VDOT LAND DEVELOPMENT OFFICE WITH A LIST OF ALL
MATERIAL SOURCES PRIOR TO THE START OF CONSTRUCTION. COPIES OF ALL INVOICES FOR
MATERIALS UTILIZED WITHIN ANY DEDICATED STREET RIGHT-OF-WAY MUST BE PROVIDED TO THE
LOCAL VDOT LAND DEVELOPMENT OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND
TOTAL PRICES MAY BE OBSCURED.
V20.AGGREGATE BASE AND SUBBASE MATERIALS SHALL BE PLACED ON SUBGRADE BY MEANS OF A
MECHANICAL SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP IN
ACCORDANCE WITH SECTION 304 OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS AND VTM-10. A
CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST
REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. IN ADDITION TO
CHECKING STONE DEPTHS, A VDOT REPRESENTATIVE SHALL BE NOTIFIED AND GIVEN THE
OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY
CONTROL STRIP.
V21.ASPHALT CONCRETE PAVEMENTS SHALL BE PLACED IN ACCORDANCE WITH SECTION 315 OF THE
VDOT ROAD AND BRIDGE SPECIFICATIONS. DENSITY SHALL BE DETERMINED USING THE DENSITY
CONTROL STRIP AS SPECIFIED IN SECTION 315 AND VTM-76. A CERTIFIED COMPACTION
TECHNICIAN SHALL PERFORM THESE TESTS. CERTIFIED COPIES OF TEST REPORTS SHALL BE
SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE. A VDOT REPRESENTATIVE SHALL BE
NOTIFIED AND GIVEN THE OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND
TESTING OF THE CONTROL STRIP.
V22.IN ACCORDANCE WITH SECTION 302.03, THE FOUNDATIONS FOR PIPE CULVERTS THIRTY-SIX (36)
INCHES AND LARGER SHALL BE EXPLORED BELOW THE BOTTOM OF THE EXCAVATION TO
DETERMINE THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL REPORT
FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND VDOT FOR APPROVAL PRIOR TO
PLACING PIPE. FOUNDATION DESIGNS SHALL COMPLY WITH VDOT ROAD AND BRIDGE STANDARD
PB-1. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS ENCOUNTERED, THE
FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL BE DETERMINED BY
THE ENGINEER AND APPROVED BY VDOT.
V23.VDOT STANDARD GUARDRAIL SHALL BE INSTALLED WHERE WARRANTED AND/OR AS PROPOSED
ON THESE PLANS IN ACCORDANCE WITH VDOT'S INSTALLATION CRITERIA. FINAL APPROVAL OF
THE GUARDRAIL LAYOUT TO BE GIVEN BY VDOT AFTER GRADING IS MOSTLY COMPLETE.
V24.APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF THE APPROVAL
LETTER.
V25.VDOT STANDARD CG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS
AND/OR AS SPECIFIED BY VDOT.
V26.THE FOUNDATIONS FOR ALL BOX CULVERTS SHALL BE INVESTIGATED BY MEANS OF
EXPLORATORY BORINGS ADVANCED BELOW PROPOSED FOUNDATION ELEVATION TO DETERMINE
THE TYPE AND CONDITION OF THE FOUNDATION. THE CONTRACTOR SHALL SUBMIT COPIES OF
BOREHOLE LOGS AND REPORT FINDINGS OF FOUNDATION EXPLORATION TO THE ENGINEER AND
VDOT FOR APPROVAL PRIOR TO CONSTRUCTING BOX. FOUNDATION DESIGNS SHALL COMPLY WITH
VDOT ROAD AND BRIDGE STANDARD PB-1. CONTRARY TO THE STANDARD, WHERE ROCK IS
ENCOUNTERED AND CAST-IN-PLACE BOX IS PROPOSED, THE THICKNESS OF BEDDING SHALL BE
SIX (6) INCHES. WHERE SOFT, YIELDING, OR OTHERWISE UNSUITABLE FOUNDATION IS
ENCOUNTERED, THE FOUNDATION DESIGN AND/OR NEED FOR FOUNDATION STABILIZATION SHALL
BE DETERMINED BY THE ENGINEER AND APPROVED BY VDOT.
GENERAL CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM
ALL WORK INCLUDING RESTORATION FOR THE COMPLETED FACILITY READY FOR USE.
UNLESS OTHERWISE NOTED, SPECIFICATIONS FOR ALL WORK TO BE IN ACCORDANCE WITH
APPLICABLE STANDARDS AND CONSTRUCTION SPECIFICATIONS OF THE VIRGINIA
DEPARTMENT OF HEALTH, VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY, FREDERICK
COUNTY SANITATION AUTHORITY, THE CONTRACT DOCUMENTS AND THE VIRGINIA
DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS DATED JANUARY
2002; VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE STANDARDS DATED
FEBRUARY 1, 2001; AND THE VIRGINIA DEPARTMENT OF TRANSPORTATION WORK AREA
PROTECTION MANUAL DATED JANUARY 1, 1996.
2. THE ENGINEER HAS ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES; HOWEVER,
SUCH MAY EXIST THAT ARE NOT SHOWN. THE CONTRACTOR SHALL EXERCISE CARE IN THIS
WORK SO AS TO AVOID DAMAGE TO ANY UTILITIES. ANY DAMAGE SHALL BE THE
CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL COMPANIES 72
HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-257-7777.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL
DIMENSIONS, ELEVATIONS, AND LOCATIONS SHALL BE VERIFIED IN THE FIELD BY EACH
CONTRACTOR PRIOR TO BEGINNING THE WORK.
4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK
SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.
5. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK
PERFORMED OFFSITE IS THE CONTRACTOR'S RESPONSIBILITY.
6. CONTRACTOR SHALL OBTAIN, AT HIS EXPENSE, PERMITS FROM FREDERICK COUNTY FOR LAND
DISTURBANCE AND VIRGINIA DEPARTMENT OF TRANSPORTATION FOR WORK WITHIN VIRGINIA
DEPARTMENT OF TRANSPORTATION RIGHT-OF-WAY AND SHALL FAITHFULLY ADHERE TO THE
PERMIT CONDITIONS IMPOSED.
7. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN
ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES
AND TO BE UTILIZED DURING THE CONSTRUCTION PERIOD.
8. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION
SHALL BE CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE
DENUDED. AREAS SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE
EARLIEST POSSIBLE DATE AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED
FOR MORE THAN SEVEN CALENDAR DAYS WHEN CONSTRUCTION IS NOT IN PROGRESS.
9. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE
PROVIDED WITH FOUR INCH TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED.
SEED BED TO BE WATERED AND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN
QUALITY GRASS COVER. AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO
ACHIEVE LAWN CONDITIONS.
10. SANITARY GRAVITY SEWER, FORCE AND WATER MAINS ARE TO BE CONSTRUCTED IN
ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS AND SHALL ADDITIONALLY MEET ALL
REQUIREMENTS OF THE FREDERICK WATER STANDARDS AND SPECIFICATIONS. THE
CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR INSPECTION BY
THE AUTHORITY.
11. CONTRACTOR SHALL CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON
COMPLETION OF PIPE-LAYING IN THE AFFECTED AREA.
12. THE CENTERLINE OF ALL NEW SANITARY GRAVITY SEWER, FORCE AND WATER SHALL BE
MAINS STAKED BY CONTRACTOR AT ALL 100 FOOT STATIONS AND AT ALL BENDS. THE
CONTRACTOR SHALL NOT PROCEED WITH CONSTRUCTION UNTIL THE ALIGNMENT HAS BEEN
APPROVED BY THE OWNER. 13. DISINFECTION OF SANITARY GRAVITY SEWER AND FORCE
MAIN ARE NOT REQUIRED.
13. ALL FIRE HYDRANTS SHALL CONFORM TO THE FREDERICK COUNTY SANITATION
SPECIFICATIONS PART III PARAGRAPH 5.
14. CONTRACTOR SHALL RESTORE ALL EXISTING RESIDENTIAL DRIVEWAYS AND BUSINESS
ENTRANCES TO THEIR ORIGINAL STATE, IF DAMAGED DURING CONSTRUCTION.
15.
TRAFFIC CONTROL NOTES:
1. THE CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS TO ALL RESIDENCES AND
BUSINESSES FOR THE DURATION OF THE CONTRACT.
2. TRAFFIC SHALL BE MAINTAINED IN TWO DIRECTIONS ON ALL PUBLIC AND PRIVATE STREETS
FOR THE DURATION OF THE CONTRACT. THE CONTRACTOR SHALL PROVIDE TRAFFIC
CONTROL SIGNS, BARRIERS, FLAGMEN AND OTHER CONTROLS.
3. ALL TRAFFIC CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE MUTCD AND THE
VIRGINIA DEPARTMENT OF TRANSPORTATION WORK AREA PROTECTION MANUAL
4. THE CONTRACTOR SHALL CLOSE ALL OPEN TRENCHES IN PAVED AREAS AT THE END OF EACH
WORK DAY WHEN POSSIBLE. IN AREAS WHERE THE TRENCH CANNOT BE CLOSED AT THE END
OF THE WORK DAY DUE TO SEQUENCING OF WORK OR OTHER CONSTRAINTS, THE TRENCH
MAY BE PROTECTED BY PROVIDING STEEL PLATING AND WARNING SIGNS. PLATING OF OPEN
TRENCHES WILL NOT BE PERMITTED IN AREAS IN RISK OF COLLAPSING DUE TO UNSTABLE
SOIL CONDITIONS. ALL STEEL PLATING OF TRENCHES SHALL BE APPROVED BY THE VIRGINIA
DEPARTMENT OF TRANSPORTATION.
5. TRENCHES IN PAVED AREAS MAY BE TEMPORARILY MAINTAINED IN THE FOLLOWING MANNER
UNTIL FINAL PAVEMENT RESTORATION IS COMPLETE:
5.1. RESIDENTIAL AREAS
METHOD: STONE BACKFILL FLUSH WITH PAVEMENT SURFACE
TIME LIMIT: 5 CALENDER DAYS
METHOD: BITUMINOUS COLD PATCH, 2 INCH MINIMUM THICKNESS
TIME LIMIT: 30 CALENDER DAYS BUSINESS
5.2. COMMERCIAL AND INDUSTRIAL AREAS
METHOD: BITUMINOUS COLD PATCH, 2 INCH MINIMUM THICKNESS
TIME LIMIT: 14 CALENDER DAYS
ALL TEMPORARY PAVEMENT REPAIRS SHALL BE REGULARLY INSPECTED BY THE
CONTRACTOR AND MAINTAINED IN A SAFE MANNER. TEMPORARY PAVEMENT REPAIRS
SHALL BE SMOOTH AND REGULAR WITHOUT CREATING HAZARD TO VEHICULAR OR
PEDESTRIAN TRAFFIC.
6. PAVEMENT REMOVAL SHALL BE ACCOMPLISHED BY CREATING A STRAIGHT LINE SAW CUT OF A
MINIMUM OF TWO INCHES IN DEPTH AT THE LIMITS OF THE REMOVAL. CONCRETE SURFACES
MAY BE REMOVED TO THE NEAREST JOINT IN LIEU OF SAW CUTTING IF A CLEAN STRAIGHT
EDGE CAN BE CREATED PRIOR TO REPAIR INSTALLATION.
LOCATOR MARKERS
LOCATOR MARKERS (BURIED TRANSPONDERS) SHALL BE PLACED DIRECTLY OVER THE PIPE.
MARKERS SHALL BE PLACED AT:
1. 50-FEET INTERVALS
2. EACH BEND
3. THE END OF EACH JOINT THAT IS DEFLECTED
4. ANY ADDITIONAL LOCATION THE AUTHORITY'S ENGINEER SHALL DIRECT.
EROSION & SEDIMENT CONTROL NOTES:
1. PRIOR TO INITIATING ANY LAND DISTURBING ACTIVITY, IT WILL BE NECESSARY TO SCHEDULE AN
ON-SITE PRE-CONSTRUCTION MEETING WITH PUBLIC WORKS STAFF TO DISCUSS THE APPROVED
EROSION AND SEDIMENT CONTROL PLAN. NO PRE-CONSTRUCTION MEETINGS WILL BE SCHEDULED
PRIOR TO ISSUANCE OF THE LAND DISTURBANCE PERMIT FOR THE SUBJECT PROJECT. THE LAND
DISTURBANCE PERMIT WILL BE ISSUED BY THE FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS.
2. CONTRACTOR TO CONTACT THE PUBLIC WORKS DEPARTMENT TO SCHEDULE THE REQUIRED
EROSION AND SEDIMENT CONTROL MEASURES INSPECTIONS AS INDICATED BY THE PROGRAM
ADMINISTRATOR. IF THE EROSION AND SEDIMENT CONTROL MEASURERS HAVE BEEN INSTALLED IN
ACCORDANCE WITH THE APPROVED PLAN, THE DEPARTMENT OF PUBLIC WORKS WILL GRANT
APPROVAL TO INITIATE LAND DISTURBING ACTIVITIES.
3. PRIOR TO RELEASE OF BUILDING PERMITS, THE FOLLOWING ITEMS SHALL BE COMPLETED: A)
SUBDIVISION SHALL BE STABILIZED IN ACCORDANCE WITH THE APPROVED PLAN (I.E., ROAD SURFACE,
STORMWATER CONVEYANCE SYSTEM, CURB AND GUTTER, SIDEWALKS, CHANNEL LININGS,
VEGETATIVE COVER, STC.) B) SUBMITTAL OF CERTIFIED AS-BUILT OF THR SUBDIVISION WHICH
CONTAINS THE FOLLOWING ITEMS: STORMWATER CONVEYANCE SYSTEM, CURB AND GUTTER,
DRAINAGE CHANNELS AND DITCHES, STORMWATER POND. A LETTER FROM THE
ENGINEER-OF-RECORD SHALL BE INCLUDED WITH THE AS-BUILT WHICH STATES THAT THE
SUBDIVISION HAS BEEN CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLAN. C) INDIVIDUAL
SUBDIVISION LOT GRADING PLANS SHALL BE SUBMITTED BY THE BUILDER AT THE TIME OF THE
BUILDING PERMIT APPLICATION FOR EACH LOT PROPOSED FOR CONSTRUCTION.
4. TEMPORARY AND PERMANENT EROSION CONTROL STRUCTURES AND METHODS TO BE IN
ACCORDANCE WITH THE VIRGINIA EROSION CONTROL GUIDELINES AND LOCAL ORDINANCES AND TO
BE UTILIZED DURING THE CONSTRUCTION PERIOD.
5. ALL EROSION CONTROL STRUCTURES SHOWN OR AS REQUIRED DURING CONSTRUCTION SHALL BE
CONTINUOUSLY MAINTAINED THROUGHOUT THE PERIOD IN WHICH AREAS ARE DENUDED. AREAS
SHOWN TO BE SURFACED ARE TO HAVE STONE BASE INSTALLED AT THE EARLIEST POSSIBLE DATE
AFTER ESTABLISHING GRADE. NO AREA IS TO REMAIN DENUDED FOR MORE THAN 7 CALENDAR DAYS
WHEN CONSTRUCTION IS NOT IN PROGRESS.
6. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF
PIPE-LAYING IN THE AFFECTED AREA.
7. ALL UNPAVED AREAS OF THE SITE WHICH ARE DISTURBED BY THIS CONSTRUCTION SHALL BE
PROVIDED WITH 4" TOPSOIL, FERTILIZED, SEEDED, COMPACTED AND MULCHED. SEED BED TO BE
WATERED AND CARED FOR AS NECESSARY TO PROVIDE A GOOD LAWN QUALITY GRASS COVER.
AREAS NOT GRADED SHALL BE DISCED, LEVELED AND SEEDED TO ACHIEVE LAWN CONDITIONS. TEST HOLE .........................
PARKING SPACES NUMBER .............
BUILDING WALL .....................
DOOR LOCATION .....................
LIMITS OF GRADING .................
BENCHMARK .........................
77
PROPOSED
CG-6R
TREE LINE .........................
TREE ..............................
SANITARY STRUCTURE LABEL ..........
WATER METER .......................
SPOT SHOT .........................
SIGN ..............................
FIRE HYDRANT ......................
STREET LIGHT ......................
UTILITY POLE ......................
WATER VALVE .......................
TRAFFIC SIGNAL POLE ...............
FENCE LINE ........................
UNDERGROUND TELEPHONE .............
OVERHEAD TELEPHONE ................
UNDERGROUND ELECTRIC ..............
OVERHEAD ELECTRIC .................
STORM STRUCTURE LABEL .............
WATERMAIN .........................
SANITARY SEWER ....................
STORM SEWER .......................
EDGE OF PAVEMENT ..................
CURB AND GUTTER ...................
CONTOURS ..........................
STREET CENTERLINE .................
PROPERTY LINE .....................
24
LEGEND
TRANS.CG-6
EXISTING
24
PAVEMENT BORING .....................
PAVEMENT CORES .....................
FORCE MAIN ..............
PW PWPROCESS WATER ..............
GAS LINE ........................
FIBER OPTIC ........................
FIRE LINE ........................
PW PW
FIRE RISER ......................
POST INDICATOR VALVE ......................
WV
STORM SEWER MANHOLE ................
SAN. SEWER MANHOLE ................
TOWNHOUSE TOWNHOUSE
5' CONC. S/W
PRIVATE ROAD
34.00'24.00'106.50'10.00'
ASPH DW5.50' PED ESMT16.00'
ASPH DW
5' CONC. S/W
PUBLIC ROAD
25' BRL 8' BRL8' BRL20' BRL
42.00'64.00'64.00'42.00'
2,688 SF
BUILDING ENVELOPE
SINGLE FAMILY
DETACHED
CG-9B
ROW
CG-6
CG-9B CG-9BCG-658.00'48.00'48.00'11.00'11.00'11.67'
13.75'13.75'10.25'
20' BRL
25' BRL10' BRL (END UNIT)TYPICAL
TOWNHOUSE LOT DETAIL
NO SCALE
TYPICAL
SINGLE FAMILY DETACHED
LOT DETAIL
NO SCALE36'22'RM2RM2RM2RM2RM2RM2R
M
2
RM
2
RM2RM2RM2RM2RM2
RM2
RM2RM2RM2CG-12A
CG-12A
CG-12A
CG-12ACG-12ACG-12A
CG-12A
CG-12A
CG-12A
CG-12A
CG-12A
CG-12A CG-12A
CG-12B
CG-12B
20'x20'
DUMPSTER
PAD
CG-12C CG-12C30 LF - GUARD RAIL - GR-2
10' LANDSCAPE ESMT50'ACCESS ESMT.6 ACRE
PARKLAND AREA
(PROFFER)CG-12B
CG-12C
CG-12C
PR. MONUMENT SIGN LOCATION419 SF ENTRY MONUMENT ESMT.(REQUIRES SEPARATE PERMIT)
PR. MONUMENT SIGN LOCATION388 SF ENTRY MONUMENT ESMT.(REQUIRES SEPARATE PERMIT)
PR. MONUMENT SIGN LOCATION
144 SF ENTRY MONUMENT ESMT
(REQUIRES SEPARATE PERMIT)
.
10' LANDSCAPE ESMT 10' LANDSCAPE ESMT 10' LANDSCAPE ESMT
10' LANDSCAPE ESMT10' LANDSCAPE ESMTCG-12C
CG-12B
MB
CONC. S/W
CONC. S/W
L1
CONC. S/W
WETLANDSCHANNEL243 LF
2.5' SIDEWALK ESMT.INST. NO. 040024106 NESCLIFFE CT.50' R/WFARMINGTON BLVD.50' R/WLADYSLIPPER DR.54' R/WARDEYTH LN.54' R/WFARMINGTON BLVD.60' R/W
MB MB MB MB MB
MBMB
MLP
MLP
TRB TVRB
TRB
TRTRB
GLM
CONC. S/W
CONC. S/WMBMBMBMB
CONC. S/W
TR
DRAINAGE ESMT.INST. NO. 040010667
15' WIDE SEWER ESMT.INST. NO. 030007982 15' WIDE W/L ESMT.INST. NO. 03000798215' WIDE W/L ESMT.INST. NO. 030007982 10' WIDE GAS PIPELINE ESMT.
20' WIDE SEWER ESMT.INST. NO. 050028042
20' WIDE W/L ESMT.INST. NO. 050028042
20' WIDE DRAINAGE ESMT.INST. NO. 05002804220' WIDE DRAINAGE ESMT.INST. NO. 050028042
20' WIDE SEWER ESMT.INST. NO. 010017843
TEABERRY DR.54' R/W
VARIABLE WIDTH W/L ESMT.INST. NO. 010017843CONC. S/WCONC. S/WEX. SHED(APPROX. LOC.)
EX. GASLINE (TYP.)
EX. SIGNS
EX. SHEDOVERHANG
EX. SHED
22
23 24 24A 25 26 27 28 29 30 31
32
33
34
35
36
39
40
41
42
4344454647484950
10A
32
10
11
12
13
14
16
15
17
18
19
20
21
21A
37
38
20' FCSA SAN. E
S
M
T
.
INST. NO. 0800
0
6
2
8
6
50' ACCESS ES
M
T
.
INST. NO. 0800
0
6
2
8
6
20' FCSA W/L E
S
M
T
.
INST. NO. 0800
0
6
2
8
6
EX. STOP SIGN
GARDEN
PLAYSETDECK
PATIO
DECK
DECK
DECK
PATIO
PATIO
PATIO
PATIO
POOL
CONC. DRIVEWAY(TYPICAL)
SHED
CONC.RET. WALLSHED
SHED
CONCRETE
PATIO
TIGER LILY CT.
POPPY LN.
DECKPATIO
DECK
DECK
DECK
DECK
SHED
SHED PATIOAREA
EX. DWELLING (TYP.)ARDEYTH LN.54' R/WEX. STOPSIGN
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS0002.dwg PLOTTED: 7/14/2022 11:51 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS0002 BYNO.DATEREVISIONSDHOLC20001
NONE
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF3 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601SITE DEVELOPMENT SUMMARY & KEY PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTLOT AREA (SF) AREA (AC)
Lot 1 10,319 0.2370
Lot 2 8,350 0.1920
Lot 3 8,348 0.1920
Lot 4 8,346 0.1920
Lot 5 8,344 0.1920
Lot 6 8,343 0.1920
Lot 7 10,741 0.2470
Lot 8 10,740 0.2470
Lot 9 10,739 0.2470
Lot 10 10,874 0.2500
Lot 11 10,778 0.2470
Lot 12 9,920 0.2280
Lot 13 8,918 0.2050
Lot 14 8,000 0.1840
Lot 15 8,423 0.1930
Lot 16 8,425 0.1930
Lot 17 8,107 0.1860
Lot 18 8,615 0.1980
Lot 19 8,609 0.1980
Lot 20 8,427 0.1930
Lot 21 8,001 0.1840
Lot 22 8,000 0.1840
Lot 23 8,000 0.1840
Lot 24 8,000 0.1840
Lot 25 12,523 0.2870
Lot 26 8,816 0.2020
Lot 27 9,004 0.2070
Lot 28 10,176 0.2340
Lot 29 8,002 0.1840
Lot 30 8,003 0.1840
Lot 31 8,004 0.1840
Lot 32 8,005 0.1840
Lot 33 8,007 0.1840
Lot 34 8,008 0.1840
Lot 35 8,009 0.1840
Lot 36 8,010 0.1840
Lot 37 8,000 0.1840
Lot 38 8,000 0.1840
Lot 39 8,000 0.1840
Lot 40 8,053 0.1850
TOTAL SFD
LOTS (40)351,986 8.0880
LOT AREA (SF) AREA (AC)
OS Lot 1001 619,571 14.2200
OS Lot 1002 67,613 1.5520
OS Lot 1003 16,430 0.3770
TOTAL OPENSPACE 703,615 16.1490
TOTAL RESIDENTIAL LOTS 582,452 13
STREETS (PRIVATE ACCESS ESMT)54,342 1.2475
STREETS (PUBLIC)123,624 2.8380
TOTAL DEVELOPMENT 1,464,032 33.6295
PARENT TRACT 1,464,032 33.6100
LOT AREA (SF) AREA (AC)
Lot 101 3,621 0.0830
Lot 102 2,556 0.0590
Lot 103 2,556 0.0590
Lot 104 2,556 0.0590
Lot 105 2,556 0.0590
Lot 106 2,556 0.0590
Lot 107 2,556 0.0590
Lot 108 3,621 0.0830
Lot 109 3,621 0.0830
Lot 111 2,556 0.0590
Lot 110 2,556 0.0590
Lot 112 2,556 0.0590
Lot 113 2,556 0.0590
Lot 114 2,556 0.0590
Lot 115 2,556 0.0590
Lot 116 3,621 0.0830
Lot 117 3,621 0.0830
Lot 118 2,556 0.0590
Lot 119 2,556 0.0590
Lot 120 2,556 0.0590
Lot 121 2,556 0.0590
Lot 122 2,556 0.0590
Lot 123 2,556 0.0590
Lot 124 3,621 0.0830
Lot 125 3,621 0.0830
Lot 126 2,556 0.0590
Lot 127 2,556 0.0590
Lot 128 2,556 0.0590
Lot 129 2,556 0.0590
Lot 130 2,556 0.0590
Lot 131 2,556 0.0590
Lot 132 3,621 0.0830
Lot 133 3,621 0.0830
Lot 134 2,556 0.0590
Lot 135 2,556 0.0590
Lot 136 2,556 0.0590
Lot 137 2,556 0.0590
Lot 138 2,556 0.0590
Lot 139 2,556 0.0590
Lot 140 3,621 0.0830
Lot 141 3,621 0.0830
Lot 142 2,556 0.0590
Lot 143 2,556 0.0590
Lot 144 2,556 0.0590
Lot 145 2,556 0.0590
Lot 146 2,556 0.0590
Lot 147 2,556 0.0590
Lot 148 3,621 0.0830
Lot 149 3,621 0.0830
Lot 150 2,556 0.0590
Lot 151 2,556 0.0590
Lot 152 2,556 0.0590
Lot 153 2,556 0.0590
Lot 154 2,556 0.0590
Lot 155 2,556 0.0590
Lot 156 3,621 0.0830
Lot 157 3,621 0.0830
Lot 158 2,556 0.0590
Lot 159 2,556 0.0590
Lot 160 2,556 0.0590
Lot 161 2,556 0.0590
Lot 162 2,556 0.0590
Lot 163 2,556 0.0590
Lot 164 3,621 0.0830
Lot 165 3,621 0.0830
Lot 166 2,556 0.0590
Lot 167 2,556 0.0590
Lot 168 2,556 0.0590
Lot 169 2,556 0.0590
Lot 170 3,621 0.0830
Lot 171 3,621 0.0830
Lot 172 2,556 0.0590
Lot 173 2,556 0.0590
Lot 174 2,556 0.0590
Lot 175 2,556 0.0590
Lot 176 3,621 0.0830
Lot 177 3,621 0.0830
Lot 178 2,556 0.0590
Lot 179 2,556 0.0590
Lot 180 2,556 0.0590
Lot 181 3,621 0.0830
TOTAL TH
LOTS (80)230,466 5.3070
FEMA FLOOD MAP # 51069C0240E eff. 1/29/2021
ZONE "X" AREA OF MINIMAL FLOOD HAZARD
SITE DEVELOPMENT NOTES
1. THE EXISTING CONDITIONS, FEATURES, PROPERTY INFORMATION AND TOPOGRAPHY ARE AS DEPICTED
ON A SURVEY PREPARED BY MARSH & LEGGE LAND SURVEYORS, PLC. DATED; 11/18/2020.
2. THIS SURVEY AND PLAN ARE REFERENCED TO NAD83 VA NORTH ZONE COORDINATE SYSTEM AND
NAVD88 DATUM, UNITS = US SURVEY FT.
3. THE PRESENCE OF WETLANDS HAS BEEN DETERMINED AND DELINEATED (JUNE 2020), BY VIRGINIA
WATERS & WETLANDS. ANY WETLANDS IMPACT MAPS, SECTIONS, REPORTS AND / OR MITIGATION PLANS
SHALL BE PREPARED AND SUBMITTED UNDER SEPARATE COVER BY THE ENVIRONMENTAL ENGINEER.
4. PREVIOUS APPROVAL PERTAINING TO THIS DEVELOPMENT PLAN:
4.1. REZONING (REZ) #04-21
4.2. MDP WAIVER GRANTED UNDER §165-801.03 10/18/2021
SITE DEVELOPMENT SUMMARY
AGE- RESTRICTED RESIDENTIAL
TAX IDENTIFICATION NUMBERS
CURRENT ZONINGCURRENT USE
PROPOSED USE
FLOOD PLAIN
SITE AREA
TOTAL DISTURBED AREA
OPEN SPACE /LANDSCAPED AREA
OPEN SPACE REQUIRED
55-(A)-201BRP
VACANT
33.6096 ACRES
33.1216 ACRES
10.0829 ACRES (30.00%)
OPEN SPACE PROVIDED 16.1490 ACRES (48.05%)
TOTAL DEVELOPED AREA 33.1216 ACRES
PARKING (SFD &TOWNHOMES)
SFD CLUSTER 80 (40 UNITS @ 2 PER UNIT)
TOWNHOMES 203 (81 UNITS @ 2.5 PER UNIT)
PARKING SPACES REQUIRED
80 (2 ON-LOT SP. PER UNIT)
203 (2 ON-LOT / UNIT + 41 PUBLIC)
PARKING SPACES PROVIDED
DENSITY
DENSITY PERMITTED 170 UNITS TOTAL (PER PROFFERS)SINGLE FAMILY DETACHED (SFD)40 UNITS
RECREATIONAL UNITS
RECREATIONAL UNITS REQUIRED 4.30 (MFA: 48 +TH: 81 = 129 UNITS)
RECREATIONAL UNITS PROVIDED MULTI USE TRAIL
GAZEBO N
HC PARKING
NUMBER OF PUBLIC SPACES PROVIDED 30
HC SPACES REQUIRED 2 (1 VAN ACCESSIBLE)
HC SPACES PROVIDED 2 (2 VAN ACCESSIBLE)
ENVIRONMENTAL FEATURES
FEATURE (AREAS IN ACRES)TOTAL AREA AREA
DISTURBED % DISTURBED % IN O.S.AREA IN O.S.
FLOODPLAINS 0 0 0%0%0
LAKES AND PONDS 0 0 0%0%0
NATURAL RETENTION AREAS 0 0 0%0%0
STEEP SLOPES ( )0.00 0.00 0%0%0
WETLANDS 0.15 0.15 100%0%0
WETLAND CHANNELS 243 LF 0 0%100%243 LF
WOODLANDS 16.57 16.25 98.06%1.94%0.32
SINGLE FAMILY DETACHED CLUSTER
SETBACK FROM R/W 25'
SIDE SETBACK 8'
REAR SETBACK 20'
REQUIRED
DIMENSIONAL REQUIREMENTS
MIN. LOT AREA 8,000 SF
TOWNHOUSES
SETBACK FROM PUBLIC/PRIVATE STREET25' (WITH GARAGE)
15' (WITHOUT GARAGE)
SETBACK FROM OFF-STREET PARKING LOT15'
REAR SETBACK 20'
REQUIRED
MIN. LOT AREA 1,500 SF
SIDE SETBACK 10'
MIN. LOT WIDTH 18' (INTERIOR)
15' (END UNITS)
MAX. BLDG. HEIGHT 40' (PRIMARY)20' (ACCESSORY)
MIN. LOT WIDTH 60' (AT BLDG. SETBACK)30' (AT R/W)
MAX. BLDG. HEIGHT 35' (PRIMARY)
20' (ACCESSORY)
AGE-RESTRICTED MULTIFAMILY
SETBACK FROM R/W 60'
SETBACK FROM OFF-STREET PARKING LOT
OR DRIVEWAY 5'
REAR SETBACK (PERIMETER)
REQUIRED
SIDE SETBACK (PERIMETER)100' & 117'
(100' +2' (PER FOOT) OF BLDG. HT. THAT EXCEEDS
40' WHEN ADJACENT TO SF RESIDENCES)
MAX. BLDG. HEIGHT 40' (UP TO 60' WITH WAIVER)
MAX SITE IMPERVIOUS RATIO 0.60
MAX # UNITS PER BUILDING 110
117'
(100' +2' (PER FOOT) OF BLDG. HT. THAT EXCEEDS 40' WHEN
ADJACENT TO SF RESIDENCES)
BALCONIES AND DECKS MAY EXTEND 10' INTO BLDG. SETBACK
BUILDING SPACING 20' (SIDE TO SIDE)
35' (SIDE TO BACK)
50' (BACK TO BACK)
98.15' +/-
9.34' +/-
PROVIDED
120.20' +/-
48.26' (4 STORIES)
0.20
24 (48 TOTAL)
134.66' +/-
54.2' +/-
PHASE
SFD / TH 48,400 GPD
APTS 19,200 GPD
TOTAL 67,600 GPD
USAGE
PROJECT WATER AND SEWER USAGE
NOTE: WATER USAGE WILL EQUAL SANITARY
USAGE OF 400 GPD/UNIT
BUFFERS
RP (TOWNS) VS. RA (RESIDENTIAL)TYPE A RESIDENTIAL SEPARATION BUFFER
25' FULL SCREEN (10' ACTIVE, 15' INACTIVE) AND
50' LANDSCAPE SCREEN (20' ACTIVE, 30' INACTIVE)
REQUIRED
RP (MULTIFAMILY) VS. RA (RESIDENTIAL)TYPE C RESIDENTIAL SEPARATION BUFFER
100' FULL SCREEN (25' ACTIVE, 75' INACTIVE)
RP (MULTIFAMILY) VS. RP (SFD)TYPE C RESIDENTIAL SEPARATION BUFFER
100' FULL SCREEN (25' ACTIVE, 75' INACTIVE)
CS4001
CS4101
CS5001
CS4002
CS4102
CS5002
CS4003
CS4103
CS5003
CS4005
CS4105
CS5005
KEY PLAN
NTS
PARKING (MULTIFAMILY)
AGE-RESTRICTED MULTI-FAMILY 72 (48 UNITS @ 1.5 PER UNIT)
PARKING SPACES REQUIRED
78
PARKING SPACES PROVIDED
HC PARKING
NUMBER OF SPACES PROVIDED 78
HC SPACES REQUIRED 4 (1 VAN ACCESSIBLE)
HC SPACES PROVIDED 4 (4 VAN ACCESSIBLE)
DENSITY PROPOSED 169 UNITS TOTAL
SINGLE FAMILY ATTACHED (SFA)/TOWNHOMES (TH)81 UNITSMULTI-FAMILY (MF)48 UNITS
FRONT FROM R/W 15'
SIDE 5'
REAR 10'
SETBACKS FOR UNROOFED DECKS, STOOPS, LANDINGS AND SIMILAR FEATURES
FRONT FROM OFF-STREET PARKING 10'
SIDE (END-UNIT)5'
REAR 5'
SETBACKS FOR UNROOFED DECKS, STOOPS, LANDINGS AND SIMILAR FEATURES
FRONT FROM ROAD 15'
$35,000 X 4.30 = $150,500
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS0003.dwg PLOTTED: 7/14/2022 11:51 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS0003 BYNO.DATEREVISIONSDHOLC20001
NONE
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF4 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601PROFFERS & WAIVERSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS0004.dwg PLOTTED: 7/14/2022 11:52 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS0004 BYNO.DATEREVISIONSDHOLC20001
NONE
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF4A 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601GENERAL DEVELOPMENT PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTAPPROVED GDP SHOWN FOR REFERENCE PURPOSES
NOT SHOWN TO SCALE
662664666668 660
670
6
6
26646
6
6
668672674 6506
6
0
6
7
0 6466466486526546566586626
6
4666668672674 650
650
660
6
6
0
648
652
652654
654
65
6
656
658
658662
662
664
66
4
650
65
2
666652
654666668
6
6
8
662
664664
6
6
2
660670658662664666668
66067066
2 664666668672 674
6
7
0664666
668
6706686726
7
0
6
7
2
67
4 676670670
662664666
666
668668672672 66
0
670654
656
65866266
4
66666
8
664
66
6
662
664
66
0
6
5
2
6
5
4
6
5
6
6
5
8
662662664
6
6
4664664
6
6
4 666660
656
658
662664664 660662 662664666
644
644644646646646648656
650660
642642642642644644646646648652654656658662664
646646
640
650
660
642
644
646
648
652654
656
658
662
664
666
650
660
6486526
5
465665
8666666668 650660
648652654656658
662
664
6
6
6
6706726726746746766766
7
6
6
7
6
670
668
668672Ex. Lot 119
Ex. Lot 117
Ex. Lot 118
Ex. Lot 13
Ex. Lot 12
Ex. Lot 11
OUTLOT A
Ex. Lot 14
Ex. Lot 24
Ex. Lot 25
2
3 4 5
6 7
8 9
Ex. Lot 204Ex. Lot 199Ex. Lot 198Ex. Lot 197Ex. Lot 196Ex. Lot 195Ex. Lot 194
Ex. Lot 193
Ex. Lot 192
Ex. Lot 191
Ex. Lot 203
1
Ex. Lot 120
PIN 55-A-202CHARLES D. LLOYDINST. 100001953PIN 55-A-203CHARLES D. LLOYDDB 820 PG 345
PIN 65-A-21ROCKY J. RHODESINST. 060023931
PIN 65-A-22GEORGE T. DAMKODB 505 PG 845
PIN 65-A-23RUSSELL W.MORELANDDB 344 PG 311
Ex. Lot 14
Ex. Lot 15
Ex. Lot 18
Ex. Lot 19
Ex. Lot 20
Ex. Lot 21
Ex. Lot 22
Ex. Lot 23
Ex. Lot 24
Ex. Lot 16
L1
PIN 55J-1-9-204ABRIARWOOD ESTATES H.O.A.INST. 040013356
OPEN SPACE
Ex. Lot 13
LYNNEHAVEN - SEC. 1INST. 030007982
LYNNEHAVENSEC. 2 / PH. 1AINST. 040010667
PATTON SUBDI
V
I
S
I
O
N
DB 218 PG 370
WETLANDS6,708 SF
WETLANDSCHANNEL243 LF
24" PEP NESCLIFFE CT.50' R/WFARMINGTON BLVD.
50' R/WLADYSLIPPER DR.54' R/WARDEYTH LN.54' R/WFARMINGTON BLVD.
60' R/W
EX. 30" PE
P
DRAINAGE ESMT.INST. NO. 040010667
EX.
24
"
RCP
EX. 15" PE
P
EX. 18" PEPEX. 18" PEP20' WIDE DRAINAGE ESMT.INST. NO. 050028042
20' WIDE DRAINAGE ESMT.INST. NO. 050028042
15" PEP18" PEP
EX. SAN. SEWER
EX. W/L(TYP.)
EX. W/L (TYP.)EX. GASLINE (TYP.)
N 69°31'12" W
157.62'
N 68°58'22" W
60.81'
N 69°00'30" W
179.88'
N 69°52'58" W
47.12'S 26°17'04"W 404.92'N 32°19'17"E 392.59'N 65°45'33" W
79.64'
N 64°49'53" W
138.60'
N 65°53'40" W
204.34'
N 64°38'51" W
376.73'S 43°18'34" W979.98'S 57°39'43" E
1313.09'N 35°18'07" E1166.98'EX. SAN.SEW. (TYP.)
EX. SAN. SEWER
EX. SAN. SEWER
EX. W/L
T.M. 64-8-9TIRRENIA,LLCDB 838 PG 1360INST. NO. 15000586ZONE: B2USE: COMMERCIAL
ORRICK COMMONSSUBDIVISION LOT 5
STEEP SLOPES (25%+) TYP.ZONED: RPZONED: B2ZONED: RA
ZONED: RP ZONED: RAZONED: RPZONED: RA
ZONED: RP
20' FCSA SA
N
.
E
S
M
T.INST. NO. 080
0
0
6
2
8
6
50' ACCESS
E
S
M
T
.INST. NO. 080
0
0
6
2
8
6
20' FCSA W/L
E
S
M
T
.INST. NO. 080
0
0
6
2
8
6
TIGER LILY CT.
POPPY LN.
Ex. Lot 26
Ex. Lot 27
EX. W/L (TYP.)
ORRICK COMMONSSUBDIVISION LOT 6ARDEYTH LN.54' R/WSTEEPLECHASE SUBDIVISIONINST. 050028042
STEEPLECHASE SUBDIVISIONINST. 050028042
Ex. Lot 12Ex. Lot 11
Ex. Lot 17
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS1000.dwg PLOTTED: 7/14/2022 11:52 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS1000 BYNO.DATEREVISIONSDHOLC20001
1" = 80'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF5 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 80'160'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
1. THE AERIAL TOPOGRAPHIC MAPPING WAS PROVIDED BY PENNONI AND ASSOCIATES AND IS DATED JUNE 14, 2005 AND
HAS BEEN ENHANCED AT EXISTING END OF ROAD INTERSECTIONS WITH A CURRENT FIELD RUN SURVEY COMPLETED
DURING AUGUST AND SEPTEMBER, 2020.
2. ANY UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING
DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH
UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE
UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY
ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE.
3. HORIZONTAL ORIENTATION IS BASED ON VA. NAD 83 NORTH ZONE STATE GRID; VERTICAL DATUM IS BASED ON NAVD
88 ELEVATIONS ESTABLISHED USING GPS METHODS.
Marsh & Legge Land Surveyors, P.L.C.
560 NORTH LOUDOUN STREET ~ WINCHESTER, VIRGINIA 22601
PHONE (540) 667-0468 ~ FAX (540) 667-0469 ~ EMAIL office@marshandlegge.com
www.marshandlegge.com
TOPOGRAPHIC SURVEY
OF THE LAND OF
ORRICK CEMETERY COMPANY, INC.
DEED BOOK 337 PAGE 179
RED BUD MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
ABBREVIATION DEFINITION
DRAINAGE MANHOLE
FIRE HYDRANT
GAS LINE MARKER
MAIL BOX
METAL LIGHT POLE
SANITARY MANHOLE
TRANSFORMER
TELEPHONE RISER BOX
TELEVISION RISER BOX
WATER METER
WATER VALVE
LEGEND
U/G WATER LINE
U/G ELECTRIC LINE
U/G GAS MAIN
FENCE DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601EXISTING CONDITIONSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
MB
CONC. S/W
CONC. S/W
Ex. Lot 119
Ex. Lot 117
Ex. Lot 118
Ex. Lot 13
Ex. Lot 12
Ex. Lot 11
OUTLOT A
Ex. Lot 14
Ex. Lot 24
Ex. Lot 25
2
3 4 5
6 7
8 9
Ex. Lot 204Ex. Lot 199Ex. Lot 198Ex. Lot 197Ex. Lot 196Ex. Lot 195Ex. Lot 194
Ex. Lot 193
Ex. Lot 192
Ex. Lot 191
Ex. Lot 203
1
Ex. Lot 120
PIN 55-A-202CHARLES D. LLOYDINST. 100001953PIN 55-A-203CHARLES D. LLOYDDB 820 PG 345
PIN 65-A-21ROCKY J. RHODESINST. 060023931
PIN 65-A-22GEORGE T. DAMKODB 505 PG 845
PIN 65-A-23RUSSELL W.MORELANDDB 344 PG 311
Ex. Lot 14
Ex. Lot 15
Ex. Lot 18
Ex. Lot 19
Ex. Lot 20
Ex. Lot 21
Ex. Lot 22
Ex. Lot 23
Ex. Lot 24
Ex. Lot 16
L1
PIN 55J-1-9-204ABRIARWOOD ESTATES H.O.A.INST. 040013356
OPEN SPACE
Ex. Lot 13
CONC. S/W
STEEPLECHASESUBDIVISIONINST. 050028042LYNNEHAVEN - SEC. 1INST. 030007982
LYNNEHAVENSEC. 2 / PH. 1AINST. 040010667
PATTON SUBDI
V
I
S
I
O
N
DB 218 PG 370
WETLANDS6,708 SF
WETLANDSCHANNEL243 LF
2.5' SIDEWALK ESMT.INST. NO. 040024106
24" PEP NESCLIFFE CT.50' R/WFARMINGTON BLVD.
50' R/WLADYSLIPPER DR.54' R/WARDEYTH LN.54' R/WFARMINGTON BLVD.
60' R/W
EX. SAN. SEWER
EX. SAN. SEWER SAN. LAT.FH
2 - WV's 3 - WV's
MB MB MB MB MB
MBMB
MLP
MLP
TRB TVRB
TRB
TRTRB
W/M
WV
GLM3 - WV's
2 - WV's
TVRB
TRB
MLP
CONC. S/W
CONC. S/WMBMBMBMB
TR TVRB
CONC. S/W
TR
EX. 30" PE
P
DRAINAGE ESMT.INST. NO. 040010667
15' WIDE SEWER ESMT.INST. NO. 030007982 15' WIDE W/L ESMT.INST. NO. 03000798215' WIDE W/L ESMT.INST. NO. 030007982 10' WIDE GAS PIPELINE ESMT.
W/M W/M
W/MEX.
24
"
RCP
EX. 15" PE
P
EX. 18" PEPEX. 18" PEPW/M
FH
W/MW/MW/M
20' WIDE SEWER ESMT.INST. NO. 050028042
20' WIDE W/L ESMT.INST. NO. 050028042
20' WIDE DRAINAGE ESMT.INST. NO. 050028042
20' WIDE DRAINAGE ESMT.INST. NO. 050028042
15" PEP18" PEP
20' WIDE SEWER ESMT.INST. NO. 010017843
VARIABLE WIDTH W/L ESMT.INST. NO. 010017843CONC. S/WCONC. S/WEX. SHED(APPROX. LOC.)
EX. SAN. SEWER
EX. W/L(TYP.)
EX. W/L (TYP.)EX. GASLINE (TYP.)
N 69°31'12" W
157.62'
N 68°58'22" W
60.81'
N 69°00'30" W
179.88'
N 69°52'58" W
47.12'S 26°17'04"W 404.92'N 32°19'17"E 392.59'N 65°45'33" W
79.64'
N 64°49'53" W
138.60'
N 65°53'40" W
204.34'
N 64°38'51" W
376.73'S 43°18'34" W979.98'S 57°39'43" E
1313.09'N 35°18'07" E1166.98'EX. SAN.SEW. (TYP.)
EX. SAN. SEWER
EX. SAN. SEWER
EX. W/L
EX. SIGNS
T.M. 64-8-9TIRRENIA,LLCDB 838 PG 1360INST. NO. 15000586ZONE: B2USE: COMMERCIAL
ORRICK COMMONSSUBDIVISION LOT 5
EX. SHEDOVERHANG
EX. SHED
22
23 24 24A 25 26 27 28 29 30
31
32
33
34
35
36
39
40
41
42
4344454647484950
10A
32
10
11
12
13
14
16
15
17
18
19
20
21
21A
37
38
20' FCSA SA
N
.
E
S
M
T.INST. NO. 080
0
0
6
2
8
6
50' ACCESS
E
S
M
T
.
INST. NO. 08
0
0
0
6
2
8
6
20' FCSA W/L
E
S
M
T.INST. NO. 080
0
0
6
2
8
6
GARDEN
PLAYSETDECK
PATIO
DECK
DECK
DECK
PATIO
PATIO
PATIO
PATIO
POOL
CONC. DRIVEWAY(TYPICAL)
SHED
CONC.RET. WALLSHED
SHED
CONCRETE
PATIO
TIGER LILY CT.
POPPY LN.
Ex. Lot 26
Ex. Lot 27
EX. W/L (TYP.)
EX. TEE W/3 - G.V.'S
DECKPATIO
DECK
DECK
DECK
DECK
SHED
SHED PATIOAREA
ORRICK COMMONSSUBDIVISION LOT 6
EX. DWELLING (TYP.)ARDEYTH LN.54' R/WEX. STOPSIGN
STEEPLECHASE SUBDIVISIONINST. 050028042
STEEPLECHASE SUBDIVISIONINST. 050028042
Ex. Lot 12Ex. Lot 11
Ex. Lot 17
662664666668 660
670
6
6
26646
6
6
668672674 6506
6
0
6
7
0 6466466486526546566586626
6
4666668672674 650
650
660
6
6
0
648
652
652654
654
65
6
656
658
658662
662
664
66
4
650
65
2
666652
654666668
6
6
8
662
664664
6
6
2
660670658662664666668
66067066
2 664666668672 674
6
7
0664666
668
6706686726
7
0
6
7
2
67
4 676670670
662664666
666
668668672672 66
0
670
654
656
65866266
4
66666
8
664
66
6
662
664
66
0
6
5
2
6
5
4
6
5
6
6
5
8
662662664
6
6
4664664
6
6
4 666660
656
658
662664664 660662 662664666
644
644644646646646648656
650660
642642642642644644646646648652654656658662664
646646
640650
660
642
644
646
648
652654
656
658
662
664
666
650
660
6486526
5
465665
8666666668 650660
648652654656658
662
664
6
6
6
6706726726746746766766
7
6
6
7
6
670
668
668672EXISTING WETLANDS TO BE DISTURBED / REMOVED.
MITIGATION MEASURES / IMPACTS SHALL BE BE
PREPARED AND CERTIFIED UNDER SEPARATE COVER.
REMOVE BARRICADES. SAW-CUT MILL & PAVE
APPROX 5' OF PAVEMENT FOR ROAD CONNECTION.
SAW-CUT CURBS AND WALKS ACCORDINGLY TO
MATCH NEW CONSTRUCTION TO EXISTING.
REMOVE BARRICADES. SAW-CUT MILL & PAVE
APPROX 5' OF PAVEMENT FOR ROAD CONNECTION.
SAW-CUT CURBS AND WALKS ACCORDINGLY TO
MATCH NEW CONSTRUCTION TO EXISTING.
REMOVE ±130 LF OF
BOARD FENCEING REMOVE / RELOCATE SHED,
FIRE-PITS, AND TREE-HOUSE
REMOVE LANDSCAPING / GARDEN
REMOVE LANDSCAPING / GARDEN
REMOVE FIRE PIT
REMOVE GARDEN
REMOVE FIRE PIT
EX. WETLANDS SHALL BE
PROTECTED WITH ORANGE
CONSTRUCTION FENCE. THERE
SHALL BE NO DISTURBANCE TO
WETLANDS OR CHANNEL.U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS1500.dwg PLOTTED: 7/14/2022 11:52 AM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS1500 BYNO.DATEREVISIONSDHOLC20001
1" = 80'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF6 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES ARE
INSTRUMENTS OF SERVICE IN RESPECT OF THE PROJECT. THEY ARE
NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY
OWNER OR OTHERS ON THE EXTENSIONS OF THE PROJECT OR ON
ANY OTHER PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE SPECIFIC
PURPOSE INTENDED WILL BE AT OWNERS SOLE RISK AND WITHOUT
LIABILITY OR LEGAL EXPOSURE TO PENNONI ASSOCIATES; AND
OWNER SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTOR ANDOWNER MUST BE NOTIFIED OF ANY DISCREPANCIES BEFOREPROCEEDING WITH WORK00 80'160'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601DEMOLITION PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTDEMOLITION NOTES:
1. WETLANDS IMPACTS AND MITIGATION MEASURES SHALL BE PROVIDED UNDER
SEPARATE COVER.
2. THERE ARE SEVERAL "ENCROACHING" FEATURES RELATED TO ADJOINING
RESIDENTIAL LOTS. THE CONTRACTOR SHALL NOT DISTURB THESE FEATURES
WITHOUT THE DEVELOPER'S WRITTEN CONSENT.
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS2000.dwg PLOTTED: 7/14/2022 1:39 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS2000 BYNO.DATEREVISIONSDHOLC20001
NONE
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF7 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
Erosion and Sediment Control Narrative
Project Description
The "Winchester Landing" project site is generally located in Frederick County, Virginia within the
Redbud Magisterial District. This site is specifically located north of Senseny Road (Route 657),
east of Greenwood Road (Route 656) and the "Briarwood Estates" Subdivision, west of Channing
Drive and the "Lynnehaven" Subdivision, and south of the "Steeplechase" Subdivision. This
property is identified as property identification number 55-(A)-201B and is currently zoned RP.
This project proposes Mass Grading of the site and various Stormwater Management Facilities.
Facilities for management of Stormwater Quantity and Stormwater Quality are proposed to meet
regulatory requirements.
Existing Site Conditions
The site is currently vacant.
Slopes range from less than 0.50% to approximately 15%.
The Western Portion of the site has "Brushy" ground cover. The "Brushy" ground cover is
approximately 13.10 Acres or (39.00% of the total site). An Overhead Electric Transmission
Cable traverses the project site from the south to north, or vise versa. There are two poles on-site
and the facility is located within a 150' Wide Easement, which totals 3.79 Acres or (11.25% of the
total site). The remaining 16.72 Acres or (49.75% of the total site) of on-site ground cover is
"Wooded" and considered to be in good condition.
Adjacent Property
The project is bounded on the NW, NE, SE and SW by existing residential lots and SW by existing
open area.
Off-Site Areas
There are no off-site areas associated with this project.
Stockpile Areas:
The stockpiles will have to be kept out of the proposed grading area and to stay clear of all
construction activity. Stockpiles will be stabilized with temporary vegetation and protected with silt
fence to prevent soil loss and sediment transport from the stockpiles.
Soils
See this sheet for an Overall Soils Map, HSG Group Classifications and a Map Unit Legend. (SL -
USDA Web Soils Survey). The Physical propoerties of each soil type are summarized also. A
Complete NRCS Soils Report is included with the Winchester Landing "SWM Data Package".
Geology
The Martinsburg Formation underlies the project site. See this sheet for more specific Geologic
Data.
Critical areas
Two wetland areas exist at the project site. Both wetland features shall remain un-disturbed per
this plan. Super silt fence is proposed to protect these critical areas.
Erosion and sediment control measures
Unless otherwise indicated, all vegetative and structural erosion and sediment control measures
shall be constructed and maintained according to the minimum standards and specifications of
the Virginia Erosion and Sediment Control Handbook.
Structural Measures
The Sediment Basin, Sediment Traps, sediment barriers and other measures shown on the plans
intended to trap sediment shall be constructed as a first step in any land-disturbing activity and
shall be made functional before upslope land disturbance takes place.
Every effort shall be made to prevent silt from running off the site during construction.
Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes
(3:1 or greater) and as needed to stabilize disturbed areas.
Phase I:
A Construction Entrance (3.02) shall be installed at the location shown on the Phase I plan to
prevent mud and debris from being tracked onto roadways.
Install Silt Fence (3.05) and Super Silt Fence as shown on the plans to intercept and detain small
amounts of runoff from disturbed areas during construction in order to prevent sediment from
leaving the site.
Install Diversion Dikes (3.09) as shown on plans to divert surface runoff away from work areas
and contain onsite runoff to erosion and sediment control practices.
Install Temporary Sediment Traps (3.13) as a Phase 1 control measures prior to clearing the site;
they shall detain runoff long enough to allow the majority of sediment to "settle out" prior to
leaving the site.
Install temporary Sediment Basins #1 & #2 (3.14) as a Phase 1 control measure prior to clearing
the site. It shall detain sediment-laden runoff from disturbed areas in "wet" and "dry" storage for
the required 6 hour draw down time, allowing suspended sediments to "settle out" prior to leaving
the site. The Temporary Sediment Basins shall be converted to Extended Detention Facilities at
the discretion of the E&S Inspector, at such time as disturbed areas within the Contributing
Drainage Area have achieved stabilization.
Outlet Protection (3.18) shall be placed on the outlets of all storm sewer pipes and culverts to
reduce erosion, undercutting and velocities.
Block & gravel Curb Inlet Protection sediment filters (3.07-8) shall be installed as shown on the
plans to prevent sediment from entering the existing storm system.
Culvert Inlet Protection (3.08) shall be installed as shown on the plans to prevent sediment from
entering the existing storm system.
Roughen surface of slopes 3:1 or greater maximum 2:1 slope. (3.29) in preparation for temporary
or permanent seeding.
Temporary seeding (3.31) and/or permanent seeding (3.32) shall be placed on all critical slopes
(3:1 or greater) and all other disturbed areas to stabilize disturbed areas.
Phase II:
All controls installed in Phase I should remain until the site is stabilized.
Permanent seeding (3.32) shall be placed on all critical slopes (3:1 or greater) and as needed to
stabilize disturbed areas.
Vegetative Measures
Permanent or temporary soil stabilization shall be applied to denuded areas within seven (7) days
after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied
within seven (7) days to denuded areas that may not be at final grade but will remain dormant for
longer than fourteen (14) days. Permanent soil stabilization shall be applied to all areas that are
to be left dormant for more than six (6) months.
Soil that has been stockpiled shall be surrounded with silt fence and protected by mulch and/or
temporary vegetation immediately after grading.
All earth berms, dams, dikes, diversions and Sediment Trap embankments are to be
machine-compacted, immediately seeded and mulched (hay mulch or straw) for temporary and/or
permanent vegetative cover within five (5) days after grading.
Management Strategies
Construction shall be sequenced such that grading operations will begin and end as quickly as
possible.
The site superintendent shall be responsible for the installation and maintenance of all erosion
and sediment control measures. Maintenance of these measures throughout the project are
critical to the effectiveness of the program.
After areas above controls have been stabilized, the controls shall be cleaned up and removed at
the direction of the Frederick County inspector.
All cut and fill slopes are to be seeded and mulched within five (5) days of completion of grading.
Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion.
Slopes that are found to be eroding excessively within one year of permanent stabilization shall
be provided with additional slope stabilizing measures until the problem is corrected.
Erosion and Sediment Control Narrative
Management Strategies (Continiued)
Drainage swales shall be stabilized with check dams until vegetation has been well established,
at which time the check dams shall be removed.
Concentrated runoff shall not flow down cut or fill slopes unless contained within a temporary or
permanent channel, flume, or slope drain structure.
Whenever water seeps from a slope face, drainage or other protection shall be provided.
All storm sewer inlets that are made operable during construction shall be protected so that
sediment-laden water cannot enter the conveyance system without first being filtered or otherwise
treated to remove sediment.
Where construction vehicle access routes intersect paved or public roads, provisions shall be
made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where
sediment is transported onto a paved or public road surface, the road surface shall be cleaned
thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or
sweeping and transported to a sediment control disposal area. Street washing shall be allowed
only after sediment is removed in this manner.
All temporary erosion and sediment control measures shall be removed within 30 days after final
site stabilization or after the temporary measures are no longer needed, unless otherwise
authorized by the local program authority. Trapped sediment and the disturbed soils areas
resulting from the disposition of temporary measures shall be permanently stabilized to prevent
further erosion and sedimentation.
Devices listed above are considered minimum erosion and sediment controls. Additional control
measures may be necessary due to contractor phasing or other unforeseen conditions. It is the
contractor's responsibility to provide additional measures to those shown, as needed, in order to
control erosion and contain sediment on site. All measures shall be installed according to the
standards and specifications in the Virginia Erosion and Sediment Control Handbook (VESCH).
Any changes made to this plan must be resubmitted for approval without exception.
Maintenance
All control measures shall be inspected daily by the site superintendent or his representative and
within 24 hours after any storm event greater than 0.5 inches of rain per 24 hour period. Any
damaged structural measures are to be repaired by the end of the day. Seeded areas shall be
checked regularly to ensure that a good stand of grass is maintained. All areas shall be fertilized
and reseeded as needed until grass is established.
Trapped sediment is to be removed as required to maintain 50% trap efficiency and disposed of
by spreading on site.
Gravel outlets shall be checked regularly for sediment build-up. If the gravel outlet is clogged by
sediment, it shall be removed and cleaned or replaced immediately.
The contractor is responsible for keeping existing public roads in a clean, dust and mud free,
condition at all times.
Permanent Stabilization
All areas disturbed by construction shall be stabilized with permanent seeding immediately
following final grading. Seeding shall be done according to standard and specification no. 3.32 of
the VESCH. Permanent stabilization is defined as 90% uniform coverage on the entire site, ability
to inhibit erosion and mature enough to survive, including 2-3 inch cuttings.
Phases of Land Disturbance Activities
1. Mandatory pre-construction conference shall be scheduled as required by regulations.
2. Clearing and grubbing for sediment control devices only.
3. Installation of all Phase I erosion & sediment control devices.
4. Obtain county inspector approval.
5. Clear site.
6. Restoration and stabilization of disturbed areas.
7. Remove all erosion & sediment control measures with the approval of the inspector.
Long Term Maintenance and Repair Plan
Mowing: all grasses should be mowed at least twice each year. Grasses such as tall fescue
should be mowed in early summer after emergence of the heads on cool season grasses. They
should be mowed again in the early fall to prevent seeds of annual weeds from maturing. Mowing
of legumes such as sericea lespedeza and crown vetch can be permitted to grow on the dam or in
any part of the emergency spillway.
Liming and fertilizing: the soil should be sampled according to recommended procedures at least
once every 4 years. The sample should be tested at a qualified soil testing laboratory. Lime and
fertilizer should be applied in accordance with recommendations based on the tests.
Replanting and over seeding: if vegetation covers less than 40% of the soil surface, lime, fertilize
and seed in accordance with current recommendations for new seeding. If vegetation covers
more than 40% but less than 70% of the soil surface, lime fertilize and over seed in accordance
with current recommendations.
Removing trash and debris: trash, litter and vegetation (other than grass) will be removed as
needed (but no less than two times per year) to prevent obstruction to the flow of water, to
prevent movement of trash and litter to downstream properties, to maintain the integrity of the
structure, to provide an attractive appearance and to minimize water pollution.
Removing sediment: soil materials (including clay, silt, sand and gravel) will be removed before
the detention pool loses 10% of the designed storage capacity.
Sediment disposal: sediment disposal should be in accordance with current procedures for
disposal of sediment. Where required by the appropriate authorities, the sediment will be tested
for appropriate pollutants at the owner's expense before it is removed from the pond.
Repairs: repair slides, slumps and eroded areas promptly and in a workmanlike manner trash
racks, pipes, headwalls, etc. Will be maintained, repaired and/or replaced as needed to maintain
the integrity of the structure. Exposed metal surfaces will be painted to minimize damage due to
rust.
Maintenance inspections: the owner will be responsible for inspecting each stormwater
management structure after each significant rainfall. Once each year a representative of will
jointly inspect each stormwater management structure. Appropriate action will be taken to ensure
appropriate maintenance. All maintenance costs will be borne by the owner. Where structures are
to be maintained by more than one party, allocation of costs will be in accordance with terms set
forth in the maintenance agreement. Keys to locked access points shall be available to personnel
upon request.
Maintenance records: the landowner, or someone designated by the landowner, shall inspect the
detention pond within 24 hours after each rainfall event of one inch or more of rain. The owner or
the designee shall keep written records of these inspections. The records shall also include
maintenance and repairs performed. Copies of these records shall be provided to the county upon
request.
The water quality features shall not be modified in any way without prior approval by Frederick
County.
·Topsoil shall be spread at a minimum depth of 4".
·Pulverized agricultural limestone shall be incorporated into soil at a rate of 92 lbs. Per
1000 s.f. (2 tons per acre).
·Fertilize with 10-20-10 at a rate of 12 lbs. Per 1000 s.f. (500 lbs. Per acre). Seed mix
shall consist of 90% kentucky 31 tall fescue and 10% kentucky bluegrass applied at the rate of
200 lbs. Per acre.
Winchester Landing Site Specific Geologic Data
Martinsburg and Oranda Formations: (Shown as Green Areas on Map Below)
Description: Martinsburg Formation (Geiger and Keith, 1891). Three lithologic packages are recognized in the Martinsburg (in ascending
order): black shale and limestone; sandstone and shale; and sandstone (Rader and Biggs, 1976). The lower unit consists of 200 to 250 feet of
black calcareous shale, black aphanic, argillaceous limestone; and thin, light-brown K-bentonites. The bulk of the formation, more than 2800 feet,
is composed of olive-green to gray, fine- to medium-grained, lithic sandstone and greenish-gray shale and siltstone. These lithologies occur in
base-truncated Bouma cycles. Graded bedding, flute casts, and load casts are common. The upper unit, about 170 feet thick, is brownish-gray,
medium- to coarse-grained, quartz sandstone. The lower two-thirds of this sandstone contains near-shore, marine fossils. Oranda Formation
(Cooper and Cooper, 1946). Limestone and siltstone. Limestone, medium- to dark-gray, fine-grained, very argillaceous. Siltstone, black to
dark-gray; both lithologies silicified where in contact with a K-bentonite. Five K-bentonites identified in the type section (Rader and Read, 1989).
Lithologic constituents
·Major Sedimentary » Clastic » Mudstone» Shale
·Minor Sedimentary » Clastic » Sandstone
·Minor Sedimentary » Clastic » Siltstone
·Incidental Sedimentary » Carbonate » Limestone
Minimum Construction Standards
An erosion and sediment control program adopted with this plan must be consistent with the VESCH for
9VAC25-840-40 minimum standards:
1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final
grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to
denuded areas that may not be at final grade but will remain dormant for longer than 14 days. Permanent
stabilization shall be applied to areas that are to be left dormant for more than one year.
2. During construction of the project, soil stock piles and borrow areas shall be stabilized or protected with
sediment trapping measures. The applicant is responsible for the temporary protection and permanent
stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project
site.
3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently
stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is
uniform, mature enough to survive and will inhibit erosion.
4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap
sediment shall be constructed as a first step in any land-disturbing activity and shall be made functional before
upslope land disturbance takes place.
5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions
immediately after installation.
6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage
area to be served by the trap or basin.
a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and
the trap shall only control drainage areas less than three acres.
b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal
to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall
be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural
integrity of the basin during a 100-year storm of 24-hour duration. Runoff coefficients used in runoff calculations
shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is
utilized.
7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that
are found to be eroding excessively within one year of permanent stabilization shall be provided with additional
slope stabilizing measures until the problem is corrected.
8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary
or permanent channel, flume or slope drain structure.
9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided.
10. All storm sewer inlets that are made operable during construction shall be protected so that
sediment-laden water cannot enter the conveyance system without first being filtered or otherwise treated to
remove sediment.
11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate
outlet protection and any required temporary or permanent channel lining shall be installed in both the
conveyance channel and receiving channel.
12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment,
control sediment transport and stabilize the work area to the greatest extent possible during construction.
Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used
for these structures if armored by nonerodible cover materials.
13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month
period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided.
14. All applicable federal, state and local requirements pertaining to working in or crossing live watercourses
shall be met.
15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is
completed.
16. Underground utility lines shall be installed in accordance with the following standards in addition to other
applicable criteria:
a. No more than 500 linear feet of trench may be opened at one time.
b. Excavated material shall be placed on the uphill side of trenches.
c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping
device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property.
d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and
promote stabilization.
e. Restabilization shall be accomplished in accordance with this chapter.
f. Applicable safety requirements shall be complied with.
17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to
minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported
onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day.
Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control
disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall
apply to individual development lots as well as to larger land-disturbing activities.
18. All temporary erosion and sediment control measures shall be removed within 30 days after final site
stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the VESCP
authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures
shall be permanently stabilized to prevent further erosion and sedimentation.
19. Properties and waterways downstream from development sites shall be protected from sediment
deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for
the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Stream
restoration and relocation projects that incorporate natural channel design concepts are not man-made channels
and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels:
a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate
natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged
into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be
performed.
b. Adequacy of all channels and pipes shall be verified in the following manner:
(1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is
one hundred times greater than the contributing drainage area of the project in question; or
(2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not
overtop channel banks nor cause erosion of channel bed or banks.
(b) All previously constructed man-made channels shall be analyzed by the use of a 10-year storm
to verify that stormwater will not overtop its banks and by the use of a two-year storm to demonstrate
that stormwater will not cause erosion of channel bed or banks; and
(c) Pipes and storm sewer systems shall be analyzed by the use of a 10-year storm to verify that
stormwater will be contained within the pipe or system.
c. If existing natural receiving channels or previously constructed man-made channels or pipes are not
adequate, the applicant shall:
(1) Improve the channels to a condition where a 10-year storm will not overtop the banks and a two-year
storm will not cause erosion to the channel, the bed, or the banks; or
(2) Improve the pipe or pipe system to a condition where the 10-year storm is contained within the
appurtenances;
(3) Develop a site design that will not cause the pre-development peak runoff rate from a two-year storm to
increase when runoff outfalls into a natural channel or will not cause the pre-development peak runoff rate from a
10-year storm to increase when runoff outfalls into a man-made channel; or
(4) Provide a combination of channel improvement, stormwater detention or other measures which is
satisfactory to the VESCP authority to prevent downstream erosion.
d. The applicant shall provide evidence of permission to make the improvements.
e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate
development condition of the subject project.
f. If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the
VESCP of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance
requirements of the facility and the person responsible for performing the maintenance.
g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall
be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to
the receiving channel.
h. All on-site channels must be verified to be adequate.
i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be
diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility.
j. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial
or industrial development shall not be considered to be separate development projects. Instead, the
development, as a whole, shall be considered to be a single development project. Hydrologic parameters that
reflect the ultimate development condition shall be used in all engineering calculations.
k. All measures used to protect properties and waterways shall be employed in a manner which minimizes
impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state.
l. Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any
flow rate capacity and velocity requirements for natural or man-made channels shall satisfy the flow rate capacity
and velocity requirements for natural or man-made channels if the practices are designed to (i) detain the water
quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall
resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow rate resulting from the 1.5, 2,
and 10-year, 24-hour storms to a level that is less than or equal to the peak flow rate from the site assuming it
was in a good forested condition, achieved through multiplication of the forested peak flow rate by a reduction
factor that is equal to the runoff volume from the site when it was in a good forested condition divided by the
runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and
velocity requirements for natural or man-made channels as defined in any regulations promulgated pursuant to §
62.1-44.15:54 or 62.1-44.15:65 of the Act.
m. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of §
62.1-44.15:52 A of the Act and this subsection shall be satisfied by compliance with water quantity requirements
in the Stormwater Management Act (§ 62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations,
unless such land-disturbing activities are in accordance with 9VAC25-870-48 of the Virginia Stormwater
Management Program (VSMP) Regulation or are exempt pursuant to subdivision C 7 of § 62.1-44.15:34 of the
Act.
n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the Virginia
Stormwater Management Program (VSMP) Regulation shall be deemed to satisfy the requirements of this
subdivision 19.
Soils Descriptions
1B—Berks channery silt loam, 3 to 8 percent slopes
Depth to restrictive feature: 20 to 40 inches to lithic bedrock
Drainage class: Well drained Runoff class: Medium
Calcium carbonate, maximum content: 1 percent
Depth to water table: More than 80 inches
Available water capacity: Very low (about 2.9 inches)
9B—Clearbrook channery silt loam, 2 to 7 percent slopes
Depth to restrictive feature: 20 to 40 inches to paralithic bedrock
Drainage class: Somewhat poorly drained Runoff class: Very High
Depth to water table: About 3 to 12 inches
Available water capacity: Very low (about 2.7 inches)
Soils Descriptions
41C—Weikert-Berks channery silt loams, 8 to 15 percent slopes
Depth to restrictive feature: 10 to 20 inches to lithic bedrock
Drainage class: Well drained Runoff class: High
Depth to water table: More than 80 inches
Available water capacity: Very low (about 1.1 inches)
41D—Weikert-Berks channery silt loams, 15 to 25 percent slopes
Depth to restrictive feature: 10 to 20 inches to lithic bedrock
Drainage class: Well drained Runoff class: Medium
Depth to water table: More than 80 inches
Available water capacity: Very low (about 1.2 inches) DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601EROSION & SEDIMENT CONTROL NARRATIVEWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
9B
41C
1B
9B
9B
9B
41C
662664666668 660
670
6
6
266466
6
668672674 6506
6
0
6
7
0 6466466486526546566586626
6
4666668672674 650
650
660
6
6
0
648
652
652654
654
65
6
656
658
658662
662
664
66
4
650
6
5
2
666652
654666668
6
6
8
662
664664
6
6
2
660670658662664666668
66067066
2 664666668672 674
670664666
668
6706686726
7
0
6
7
2
67
4 676670670
662664666
666
668668672672 66
0
67
0
654
656
65866266
4
66666
8
664
66
6
662
664
66
0
6
5
2
6
5
4
6
5
6
6
5
8
662662664
6
6
4664664
6
6
4 666660
656
658
662664664 660662 662664666
644
644644646646646648656
650660
642642642642644644646646648652654656658662664
646646
640650
660
642
644
646
648
652654
656
658
662
664
666
650
660
6486526
5
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6
6
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6706726726746746766766
7
6
6
7
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670
668
668672L1
WETLANDSCHANNEL243 LF
24" PEP NESCLIFFE CT.50' R/WFARMINGTON BLVD.
50' R/WLADYSLIPPER DR.54' R/WARDEYTH LN.54' R/WFARMINGTON BLVD.
60' R/W
EX. 30" P
E
P
DRAINAGE ESMT.INST. NO. 040010667
EX.
24
"
RCP
EX. 15" PE
P
EX. 18" PEPEX. 18" PEP20' WIDE DRAINAGE ESMT.INST. NO. 050028042
20' WIDE DRAINAGE ESMT.INST. NO. 050028042
15" PEP18" PEPEX. SAN. SEWER
EX. W/L(TYP.)
EX. W/L (TYP.)EX. GASLINE (TYP.)
EX. SAN.SEW. (TYP.)
EX. SAN. SEWER
EX. SAN. SEWER
EX. W/L
22
23 24 24A 25 26 27 28 29 30 31
32
33
34
35
36
39
40
41
42
4344454647484950
10A
32
10
11
12
13
14
16
15
17
18
19
20
21
21A
37
38
20' FCSA SA
N.
E
S
M
T
.INST. NO. 080
0
0
6
2
8
6
50' ACCESS
E
S
M
T
.INST. NO. 080
0
0
6
2
8
6
20' FCSA W/L
E
S
M
T
.INST. NO. 080
0
0
6
2
8
6
TIGER LILY CT.
POPPY LN.
EX. W/L (TYP.)ARDEYTH LN.54' R/W47 00Top
43 00Inv
42 50Inv
48 00Weir
43 00DL
47 50Inv
CE
LOD
LOD
SB#2
LOD
ST#4
LOD
Install Diversion Berm to Bypass Upland
Drainage Around the Sediment Basin.
Ensure Positive Drainage Along the Berm.
SB#1
Flow Path (SB #1)
Tc = 11.0 Mins.
ST#3
ST#1
See Outlet
Protection Table
(Sheet 13)
To Sediment Basin#1
DA = 10.40 Ac.
See Sediment
Basin #1 Comps &
Details (Sheet 10)
DD
DD
DD
DD
DD
DD
DD
DD
DD
To Sediment Basin#2
DA = 4.66 Ac.
Outlet Weir
Outlet Weir
LOD
LOD
LOD
Flow Path (SB #2)
Tc = 5.0 Mins.
ST#2
ST#5
ST#6
ST#7
Enclose Ex. Utility
Poles w/ Orange
Safety Fence
Enclose Ex. Utility
Poles w/ Orange
Safety Fence
CD
IPIP
IP
CD
SAF
SAF
CD
CD
CD
CD
SF
SSF
SSF
LOD
See Sediment Basin 2
Comps & Details
(Sheet 11)
Outlet Weir
Outlet Weir
Outlet Weir
Outlet Weir
Outlet Weir
Protect Ephemeral
Channel w/ Orange
Safety Fence
SAF
i8ersion
i-e B;pass
DA = 2.12 Ac.
SF
SF
i8ersion
i-e B;pass
DA = 2.78 Ac.
TS
TS
TS
TS
TS
TS
TSTS
TS
TS
Potential
Stockpile Area
B/M
B/M
B/M
B/M
B/M
B/M
B/M
B/M
B/M
B/M
PS
Place Orange SafetyFence at the R/W
SAF
Place OrangeSafety Fenceat the R/W
SAF
SF
SF
SF
See Outlet
Protection Table
(Sheet 13)
CDCD CD
CD
CD CD
To Silt Trap #7
DA = 0.89 Ac.
To Silt Trap #6
DA = 1.99 Ac.
To Silt Trap #5
DA = 2.68 Ac.
To Silt Trap #4
DA = 2.14 Ac.
To Silt Trap #3
DA = 1.77 Ac.
To Silt Trap #1
DA = 2.46 Ac.
To Silt Trap #2
DA = 2.75 Ac.
Potential
Stockpile Area
Ex. 243 lf Wetland Channel
To Remain Undisturbed
SedimentBasin 2
SedimentBasin 1
Install a Permanent Diversion Berm to
Convey Drainage to the Sediment Basin
& Future Wet Pond. Ensure Positive
Drainage Along the Berm.
DD
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS2100.dwg PLOTTED: 7/14/2022 1:39 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS2100 BYNO.DATEREVISIONSDHOLC20001
1" = 80'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF8 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 80'160'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601EROSION & SEDIMENT CONTROL PLAN (PHASE-I)WINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTEROSION AND SEDIMENT
CONTROL LEGEND
NO.TITLE KEY SYMBOL
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE
3.07 STORM DRAIN
INLET PROTECTION IP
DRAINAGE DIVIDES
3.32 PERMANENT SEEDING PS PS
3.13 TEMPORARY SEDIMENT
TRAP ST ST-1
SUPER SILT FENCE SSF
3.09 TEMPORARY
DIVERSION DIKE DD DD
3.14 TEMPORARY SEDIMENT
BASIN SB SB
LIMITS OF DISTURBANCE LOD
3.18 OUTLET PROTECTION OP
3.31 TEMPORARY SEEDING TS TS
L1
WETLANDSCHANNEL243 LF NESCLIFFE CT.50' R/WFARMINGTON BLVD.
50' R/WLADYSLIPPER DR.54' R/WARDEYTH LN.54' R/WFARMINGTON BLVD.
60' R/W EX. GASLINE (TYP.)
TIGER LILY CT.
POPPY LN.ARDEYTH LN.54' R/WLP 659.4314+63.33LP 661.9414+66.01662
662
664
666
650660
660
660 642642
644
64464664664
8
65265465
465465
4
654656
656
6566566566
5
6
658
658658662662
662
662662 66
2
66266
2
664
664666
666
668
668650
65066
0
648
648652
652654
654656
6566
5
8
6
5
8
662
664
664
660660
660
660
66
0
6
6
0
670
670
670
670
658658
662662662662662664664
66
4
6
6
4666
666668668668668
668668
672
672
674
67
4
676
6
7
667667
66766
7
6
67667
6676676
670
662
664
6
6
6
668
672
674
670672662 656660658662664664666668660662664666668660662 662
664
650
650
652
652
654
654
656
656
6506506526526546546566566606566566586626626626646
6
4
670
666668 662664666668670670
6
7
0
662662664664664 664666666666666
666666668668664666668664664666668
6
5
0
6
6
0
64
6
6
4
8
65
2
65
4
6
5
6
6
5
8
6
6
2 6626646
6
4 6666
6
6
668 668650646646646648652
660 654656658662664666
6606
5
4
656658664666668668650
650 650660646648652
652 652654 654654656658662664
662
664
66
0
66
2
664
666
666
66
8
670670668670
666668
672 670670670668
672672674670668668668
6
7
0
670
672
672670662664666668662664664
664
666
668668664666
6
6
8 668668670
66
8
666
668
668664666668
668
664666
666
666668
666
668
-2.0%15.4 15.3
15.2 15.1
14.1
14.2
13.1
13.6
5.1
1.8
1.9
1.5
1.6
1.3
1.4
2.3
2.2
2.1
3.2
3.3
13.3
11.1
10.1
10.2
6.5 6.2
6.36.4
14.3
18.1
11.4
11.5
11.6
11.3
4.2 4.1
4.34.4
4.5
4.6
17.2
13.7
13.2
13.5
12.1
12.2
17.1
15.5
21.5
21.1
13.4
6.1
CB1
CB2
CB3
CB4
10.3
21.2
1.2
EX9
21.4
21.3
10.4
10.5
19.2
19.1
23.322.2
22.1
23.1
23.2
U22
U21
Catch Basin 1
Catch Basin 2
BIO-RET A
BIO-RET B
Catch Basin 3
BIO-RET C
BIO-RET D
WETPOND
Forebay 2
Catch Basin 5
Catch Basin 4
Forebay 1
To Str. 3.2
DA = 0.99 Ac.
To Str. 1.8
DA = 0.04 Ac.
To Str. 1.9
DA = 0.10 Ac.
CNW = 87
To Str. 1.4
DA = 0.79 Ac.
To Str. 1.3
DA = 0.86 Ac.
To Str. 2.3
DA = 0.42 Ac.
To Str. 2.2
DA = 0.13 Ac.
To Str. 6.2
DA = 0.06 Ac.
To Str. 6.4
DA = 0.36 Ac.To Str. 6.5
DA = 0.44Ac.
To Str. 6.3
DA = 0.20 Ac.
To Str. 3.3
DA = 0.56 Ac.
To Str. 4.6
DA = 0.44 Ac.
To Str. 4.3
DA = 0.45 Ac.
To Str. 4.5
DA = 0.09 Ac.
To Str. 4.2
DA = 0.23 Ac.
To Str. 4.4
DA = 0.26 Ac.
To Str. 5.1
DA = 0.48 Ac.
To Str. 15.5
DA = 0.44 Ac.
To Str. 15.4
DA = 0.62 Ac.
To Str. 15.3
DA = 0.28 Ac.
To Str. 17.2
DA = 0.21 Ac.
To Str. 17.1
DA = 0.44 Ac.
To Str. 13.4
DA = 0.36 Ac.
To Str. 13.5
DA = 0.39 Ac.
To Str. 14.2
DA = 0.48 Ac.
To Str. 14.3
DA = 0.60 Ac.
To Str. 12.1
DA = 0.38 Ac.
To Str. 12.2
DA = 0.36 Ac.To Str. 11.5
DA = 0.36 Ac.
To Str. 11.4
DA = 0.36 Ac.
To Str. 13.7
DA = 0.45 Ac.
To Str. 13.3
DA = 0.11 Ac.
To Str. 11.6
DA = 0.11 Ac.
To Str. 11.3
DA = 0.26 Ac.
To Str. 13.2
DA = 0.50 Ac.
To Str. 13.6
DA = 0.15 Ac.
To Str. 1.6
DA = 0.40 Ac.
To Str. 14.1
DA = 0.36 Ac.
To Str. 18.1
DA = 0.48 Ac.
To Ex. Str. 9
DA = 0.83 Ac.
To Silt Fence
DA = 0.19 Ac.
To Silt Fence
DA = 0.61 Ac.
To Silt Fence
DA = 0.29 Ac.
To Silt Fence
DA = 0.34 Ac.
To Ex. Str. 6
DA = 0.61 Ac.
To Ex. Str. 5.1
DA = 0.66 Ac.
To Str. 21.4
DA = 0.05 Ac.
To Str. 21.3
DA = 0.05 Ac.
To Str. 21.5
DA = 0.43 Ac.
To Bio-Ret D
Total DA = 1.31 Ac.
To Bio-Ret C
Total DA = 0.68 Ac.
To Str. 1.5
DA = 0.25 Ac.
To Str. 19.2
DA = 0.15 Ac.
To Str. 23.2
DA = 0.13 Ac.
To Str. 22.2
DA = 0.22 Ac.
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
IP
OP
IP
IP
IP
OP
OP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
OP
OP
OP
OP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP
IP IP
IP
IPIP
IP
IPIP
IP
IP
IP
IP
IP
PS
OP
IP
IP
IP
IP
PS
PS
PS
OP
IP
IP
SF
SF
SF
SF
IP
IP
IP IP
OP
OP
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS2200.dwg PLOTTED: 7/14/2022 1:41 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS2200 BYNO.DATEREVISIONSDHOLC20001
1" = 80'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF9 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 80'160'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601EROSION & SEDIMENT CONTROL PLAN (PHASE-II)WINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTEROSION AND SEDIMENT
CONTROL LEGEND
NO.TITLE KEY SYMBOL
3.02 TEMPORARY STONE
CONSTRUCTION ENTRANCE CE
3.07 STORM DRAIN
INLET PROTECTION IP
DRAINAGE DIVIDES
3.32 PERMANENT SEEDING PS PS
3.13 TEMPORARY SEDIMENT
TRAP ST ST-1
SUPER SILT FENCE SSF
3.09 TEMPORARY
DIVERSION DIKE DD DD
3.14 TEMPORARY SEDIMENT
BASIN SB SB
LIMITS OF DISTURBANCE LOD
3.18 OUTLET PROTECTION OP
3.31 TEMPORARY SEEDING TS TS
650
660
652
654
656
658
662
650
6
5
2
654 650660
648652
654
656
658
662
CONC. S/W
CONC. S/W
2.5' SIDEWALK ESMT.INST. NO. 040024106
FH
2 - WV's MB
MB
15' WIDE W/L ESMT.INST. NO. 030007982
W/M EX.
24
"
RCP
EX. SHED(APPROX. LOC.)
EX. W/L (TYP.)
EX. GAS LINE (TYP.)S 43°18'34" W979.98'EX. SAN. SEW. (TYP.)
EX. SHEDOVERHANG
DECK
47 00
Top
43 00
Inv
42 50
Inv
48 00
Weir
43 00
DL
101
102
Install Diversion Berm to Bypass Upland
Drainage Around the Sediment Basin.
Ensure Positive Drainage Along the Berm.
See Outlet Protection Table
(Sheet 13)
To Sediment Basin#1
DA = 10.40 Ac.
See Sediment
Basin #1 Comps &
Details (Sheet 10)
i8e4sion i-e B;2ass
DA = 2.12 Ac.
Place Orange SafetyFence at the R/W
Potential
12' Wide Spillway @ 2.8%
(Armour with N.A.G. C350
Permanent Erosion Matting)
Principal Riser
(See Details, Sh. 10)
68' - 24" RCP
Cl. III @ 0.74%
SedimentBasin 1
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS2300.dwg PLOTTED: 7/14/2022 1:41 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS2300 BYNO.DATEREVISIONSDHOLC20001
AS NOTED
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF10 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
Sediment Basin #1
De-Watering Device Sizing Computations
Area of Single Orifice with 8" Ø = 0.3491 sf [ A=3.1416 * r
2 ]
Number of holes = 1 Total Area = 0.3491 sf
Q(actual)= 0.6 * 0.3491 *(64.32* 1.250)1/2
Q(actual) = 1.8781 cfs
Dry Storage Provided = 37,791 cf (From Stage Storage)
Draw Down Time of:
t = Dry Storage Provided / Q(actual)
t = 5.59 hours (20,122 Seconds)
An 8" Ø Dewatering Orifice obtains a 5.59 hour Draw Down Time.NORTHAPPROVED PERMIT DRAWINGS
Earthen Embankments Notes
Site Preparation
Areas designated for borrow sites, embankment construction, and structural work should be cleared, grubbed and stripped of topsoil. All trees, vegetation,
roots and other objectionable material should be removed. All cleared and grubbed material should be disposed of outside and below the limits of the
embankment and reservoir, as directed by the owner or his representative. When specified, a sufficient quantity of topsoil should be stockpiled in a suitable
location for use on the embankment and other designated areas.
Earth Fill
1. Material - Fill material should be taken from an approved, designated borrow area. It should be free of roots, stumps, wood, rubbish, stones greater than
6 inches, and frozen or other objectionable materials. Fill material for the center of the embankment and the cutoff trench should conform to Unified Soil
Classification GC, SC, or CL. Consideration may be given to the use of other materials in the embankment based on the recommendations of a
geotechnical engineer supervises the design and construction.
2. Placement - Areas on which fill is to be placed should be scarified before its placement. Fill material should be placed in layers a maximum of 8 inches
thick (before compaction), which should be continuous over the entire length of the fill. The most permeable borrow material should be placed in the
downstream portions of the embankment. The principal spillway must be installed concurrently with fill placement and not excavated into the
embankment.
3. Compaction - Fill material should be compacted with appropriate compaction equipment such as a sheepsfoot, rubber-tired or vibratory roller. The
number of required passes by the compaction equipment over the fill material may vary with soil conditions. Fill material should contain sufficient
moisture such that the required degree of compaction will be obtained with the equipment used. The minimum required density is 95% of maximum dry
density with a moisture content within 2% of the optimum, unless otherwise specified by the engineer. Each layer of the fill should be compacted as
necessary to obtain minimum density and the engineer should certify, at the time of construction, that each fill layer meets the minimum density
requirement. All compaction is to be determined by either Standard Proctor Test (ASTM D698) or the Modified Proctor Test (ASTM D1557) as directed
by the geotechnical engineer based on site and soil conditions and the size and type of structure being built.
4. Cutoff Trench - The cutoff trench should be excavated into impervious material along or parallel to the centerline of the embankment as shown on the
plans. The equipment used for excavation should govern the bottom width of the trench, with the minimum width being 4 The depth should be at least 4
feet below existing grade or as shown on the plans. The side slopes of the trench should be 1H:1V or flatter. The backfill should be compacted with
construction equipment, rollers, or hand tampers to assure maximum density and Minimum permeability. Compaction requirements shall be the same
as those for the embankment. The trench shall be drained during the backfilling / compacting operations.
5. Top Soil - The surface layer of compacted fill should be scarified prior to placement of at least 6 inches of topsoil. The topsoil shall be stabilized with in
accordance with the Virginia Erosion and Sediment Control Handbook, 1992 edition.
Structure and Conduit Backfill
Backfill that is beside pipes or structures should be of the same type and quality as specified for the adjoining fill material. The fill should be placed in
horizontal layers not to exceed 4 inches in thickness and compacted by hand tampers or other manually directed compaction equipment. The material
should completely fill all spaces under and beside the pipe. During the backfilling operation, equipment should not be driven closer than 4 feet, as measured
horizontally, to any part of a structure. Also, equipment should NEVER be driven over any part of a structure or pipe, unless compacted fill has been placed
to a depth specified by the structural live load capacity of the structure or pipe in order to adequately distribute the load.
00 30'60'Sediment Basin 1 Plan View
Scale: 1" = 30' DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601SEDIMENT BASIN 1 PLAN & COMPUTATIONSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
6506
6
0 6466466486526546566586626
6
4666 650
6
6
0
648652654
65
6658662
66
4
650
660
6486526
5
465665
8
PIN 65-A-22GEORGE T. DAMKO
PIN 65-A-23RUSSELL W. MORELANDDB 344 PG 311
WETLANDSCHANNEL243 LF
N 65°53'40" W
204.34'
N 64°38'51" W
376.73'
47 50
Inv
10.1
10.2
To Sediment Basin#2
DA = 4.66 Ac.
Flow Path (SB #2)
Tc = 5.0 Mins.
Protect Ephemeral
Channel w/ Orange
Safety Fence
i8e4sion i-e B;2ass
DA = 2.78 Ac.
See Outlet Protection Table
(Sheet 13)Top Berm = 657.33'58' - 124" RCP
Cl. III @ 4.32%
Ex. 243 lf Wetland Channel
To Remain Undisturbed
SedimentBasin 2
PRINCIPAL RISER
·5' Ø Riser Crest Elevation = 654.00'
·Passes the 100 Yr - 24 Hr Storm Event,
While Providing at Least 2.0' Freeboard
·Plug or Cover All Weir & Orifices
Openings Below the Principal Riser
Crest until the Facility is Converted to
the Ultimate Level I Wet Pond ConditionLimits of Wet Storage @ WSE = 650.00'U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS2310.dwg PLOTTED: 7/14/2022 1:41 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS2310 BYNO.DATEREVISIONSDHOLC20001
AS NOTED
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF11 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061NORTH
00 30'60'
APPROVED PERMIT DRAWINGS
Sediment Basin 2 Plan View
Scale: 1" = 30'
Sediment Basin #2
De-Watering Device Sizing Computations
Area of Single Orifice with 4" Ø = 0.3491 sf [ A=3.1416 * r
2 ]
Number of holes = 1 Total Area = 0.0873 sf
Q(actual)= 0.6 * 0.0873 *(64.32* 1.250)1/2
Q(actual) = 0.4697 cfs
Dry Storage Provided = 11,644 cf (From Stage Storage)
Draw Down Time of:
t = Dry Storage Provided / Q(actual)
t = 6.89 hours (24,790 Seconds)
An 4" Ø Dewatering Orifice obtains a 6.89 Hour Draw Down Time. DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601SEDIMENT BASIN 2 PLAN & COMPUTATIONSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS2500.dwg PLOTTED: 7/14/2022 1:42 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS2500 BYNO.DATEREVISIONSDHOLC20001
NONE
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF12 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601EROSION & SEDIMENT CONTROL DETAILS (VESCH)WINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS2501.dwg PLOTTED: 7/14/2022 1:42 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS2501 BYNO.DATEREVISIONSDHOLC20001
NONE
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF13 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601EROSION & SEDIMENT CONTROL DETAILS (VESCH)WINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTSee Sheet 69 for the "Outlet Protection Summary"
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS2502.dwg PLOTTED: 7/14/2022 1:42 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS2502 BYNO.DATEREVISIONSDHOLC20001
NONE
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF14 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601SEDIMENT BASIN DETAILS (VESCH)WINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS2503.dwg PLOTTED: 7/14/2022 1:42 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS2503 BYNO.DATEREVISIONSDHOLC20001
NONE
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF15 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601SEDIMENT TRAP COMPUTATIONSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS2504.dwg PLOTTED: 7/14/2022 1:42 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS2504 BYNO.DATEREVISIONSDHOLC20001
NONE
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF16 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
TYPICAL GABION BASKETS
NOT TO SCALE
ISOMETRIC VIEWNote: Gabion Basket lengths will vary, but Shall be
Multiples (1,2,3, or 4) of the 3 foot Basket Width.
BASKET HEIGHT
VARIES 1', 1.5' OR 3'
(SEE PLAN DETAILS
FOR HEIGHT)
INDIVIDU
A
L
C
E
L
L
3'
LENGTH
3' B
A
S
K
E
T
W
I
D
T
H
TOP/LID
DIAPHRAGM
GABION B
A
S
K
E
T
L
E
N
G
T
H
(
3'
,
6'
,
9'
O
R
1
2'
)
Trash Rack Openings ≈ 7" x 8" DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601MISCELLANEOUS E&S DETAILSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
FARMINGTON BLVD. 10+00 TO 24+00
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
630
640
650
660
670
680
630
640
650
660
670
680
9+50660.310+00661.2661.21663.0662.5811+00663.4664.50664.2666.2512+00663.9667.35665.0667.9213+00664.3668.46665.7668.7414+00665.8668.51666.4668.0115+00666.0667.52665.1667.0216+00662.8666.53659.8666.0317+00657.3665.54657.7665.0418+00658.0664.50657.9663.5919+00657.7662.27656.6660.5320+00655.5658.37652.8655.8521+00651.2653.28648.5650.7122+00646.3648.35644.1646.6723+00642.4645.68645.4645.3924+00645.40.12%
-5.14
%
-0.99%
2.01%
3.84%
1.08%STA 9+92.49ELEV 661.06STA 23+88.48ELEV 645.43PVI STA = 13+50.03
PVI ELEV = 669.00
A.D. = -2.07
K = 48.47
BVCS: 12+99.85BVCE: 668.46EVCS: 14+00.21EVCE: 668.50HIGH POINT ELEV = 668.74
HIGH POINT STA = 13+52.26
100' VC
PVI STA = 19+00.03
PVI ELEV = 663.56
A.D. = -4.15
K = 59.86
BVCS: 17+75.82BVCE: 664.79EVCS: 20+24.25EVCE: 657.18248' VC
PVI STA = 11+65.03
PVI ELEV = 667.00
A.D. = -2.76
K = 36.21
BVCS: 11+15.03BVCE: 665.08EVCS: 12+15.03EVCE: 667.54100' VC
PVI STA = 22+55.85
PVI ELEV = 645.27
A.D. = +5.26
K = 36.00
BVCS: 21+61.15BVCE: 650.14EVCS: 23+50.56EVCE: 645.39LOW POINT ELEV = 645.39
LOW POINT STA = 23+46.16
189' VC
PVI STA = 10+29.97
PVI ELEV = 661.81
A.D. = +1.83
K = 27.32
BVCS: 10+04.97BVCE: 661.31EVCS: 10+54.97EVCE: 662.7750' VC
EXISTING EPSAW CUT AND MATCHEXISTING EPSAW CUT AND MATCHEXISTING POWER ESMT.
FIN. GRADE
EX. GRADE
25 MPH POSTED | 30 MPH DESIGN
ADT=2,246BEGIN CONSTRUCTIONSTA 10+25.94END CONSTRUCTIONSTA 23+46.50CD-1CD-228" COVER
38" COVER
30" COVER
145" COVER
44" COVER
215" COVER
GABRIEL CT. 10+00 TO 18+50
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
650
660
670
680
650
660
670
680
9+50 10+00664.8666.69666.3666.5911+00667.7667.17667.5667.7612+00667.9668.34668.5668.9313+00669.8669.51669.6670.0314+00670.2670.21669.5670.0215+00668.6669.48668.7668.8816+00668.8668.28667.6667.6917+00668.0667.58669.4667.9018+00669.9668.2118+50
1.17%
-1.20%
0.63%
-2.10%-2.09%STA 9+79.70ELEV 667.11STA 18+16.06ELEV 668.31PVI STA = 14+00
PVI ELEV = 670.68
A.D. = -2.36
K = 66.74
BVCS: 13+21.13BVCE: 669.76EVCS: 14+78.87EVCE: 669.73HIGH POINT ELEV = 670.21
HIGH POINT STA = 13+99.03
158' VC
PVI STA = 10+20.72
PVI ELEV = 666.25
A.D. = +3.26
K = 15.34
BVCS: 9+95.72BVCE: 666.77EVCS: 10+45.72EVCE: 666.54LOW POINT ELEV = 666.44
LOW POINT STA = 10+27.82
50' VC
PVI STA = 16+72.95
PVI ELEV = 667.41
A.D. = +1.83
K = 26.00
BVCS: 16+49.21BVCE: 667.69EVCS: 16+96.70EVCE: 667.56LOW POINT ELEV = 667.51
LOW POINT STA = 16+80.32
47' VC
CD-1CD-1CD-225 MPH POSTED | 30 MPH DESIGN
ADT=1,450
FIN. GRADE
EX. GRADE
CD-257" COVER43" COVER30" COVER
CUL-DE-SAC UNWRAP 0+50 TO 4+50
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
650
660
670
680
650
660
670
680
0+00 1+00669.5667.67670.2668.132+00670.5668.43670.4668.503+00670.6668.33669.2667.944+00668.1667.384+50
0.94%-1.13%STA 0+57.94ELEV 667.27STA 4+10.19ELEV 667.27PVI STA = 2+49.97
PVI ELEV = 669.07
A.D. = -2.07
K = 108.59
BVCS: 1+37.78BVCE: 668.02EVCS: 3+62.17EVCE: 667.81HIGH POINT ELEV = 668.50
HIGH POINT STA = 2+39.84
224' VC
FIN. GRADE (EDGE PVMT)
EX. GRADE
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS3050.dwg PLOTTED: 7/14/2022 12:54 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS3050 BYNO.DATEREVISIONSDHOLC20001
HORZ. SCALE: 1" =
50' & VERT.
SCALE: 1" = 5'CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF17 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601FARMINGTON BLVD. & GABRIEL CT. PROFILESWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
MAURY WAY 10+00 TO 15+50
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
645
650
660
670
680
645
650
660
670
680
9+50 10+00669.7669.97668.4668.8411+00666.4667.97667.1667.1212+00669.3666.27671.0665.4213+00671.3664.57670.6663.7214+00669.6662.87667.3662.0415+00664.8662.3515+50
-2.00%
2.00%2.00%
-2.73%
-1.70%STA 10+00ELEV 669.97STA 14+93.50ELEV 662.22STA 15+04.50ELEV 662.44BVCS: 10+16BVCE: 669.65EVCS: 10+66EVCE: 668.5450' VC
BVCS: 14+43.05BVCE: 662.14EVCS: 14+93.05EVCE: 662.21LOW POINT ELEV = 661.94
LOW POINT STA = 14+66.01
50' VC
PRIVATE ROAD / ACCESS ESMT.
25 MPH POSTED | 30 MPH DESIGN
ADT=410
FIN. GRADE
EX. GRADE
CD-1CD-244" COVER48" COVERHARDY WAY 10+00 TO 15+50
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
645
650
660
670
680
645
650
660
670
680
9+50 10+00668.8668.44669.5667.4411+00669.4666.44669.6665.4412+00671.3664.44670.9663.4413+00669.0662.44665.6661.4414+00662.9660.44660.0659.5015+00658.7659.9115+50
-2.00%
-2.00%
2.00%2.00%STA 10+00ELEV 668.44STA 14+93.50ELEV 659.78STA 15+04.50ELEV 660.00BVCS: 14+38.33BVCE: 659.68EVCS: 14+88.33EVCE: 659.68LOW POINT ELEV = 659.43
LOW POINT STA = 14+63.33
50' VC
PRIVATE ROAD / ACCESS ESMT.
25 MPH POSTED | 30 MPH DESIGN
ADT=400
FIN. GRADE
EX. GRADE
33" COVER
CD-235" COVERWERTLAND PL. 10+00 TO 15+50
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
645
650
660
670
680
645
650
660
670
680
9+50 10+00663.2663.15664.0663.9711+00664.1664.13665.0664.9712+00664.1664.11661.7661.7413+00659.0658.98657.3657.3014+00660.1660.05663.5663.4815+00664.3664.3415+50
-1.00%STA 10+00ELEV 663.75STA 15+19.42ELEV 658.56PRIVATE ROAD / ACCESS ESMT.
25 MPH POSTED | 30 MPH DESIGN
ADT=170
FIN. GRADE
EX. GRADE
CD-1CD-163" COVER43" COVER U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS3051.dwg PLOTTED: 7/14/2022 12:54 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS3051 BYNO.DATEREVISIONSDHOLC20001
HORZ. SCALE: 1" =
50' & VERT.
SCALE: 1" = 5'CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF18 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601MAURY WAY, HARDY WAY & WERTLAND PL. PROFILESWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
SIGHT DISTANCE ESMT.
-2+07-2+00 -1+50 -1+00 -0+50
0+00
0+50 1+00 1+50 2+00 2+50 3+00 3+37
SIGHT DISTANCE ESMT.
ORRICK CT.
55' ROW - 25 MPH
MAURY WAY31' ACCESS ESMT.CG-11HARDY WAY31' ACCESS ESMTCG-11.RM2RM2RM2 CG-12A CG-12A CG-12ACG-12A
CG-12ACG-12BLOT 131
2,556 SF
LOT 132
3,621 SF
LOT 134
2,556 SF
LOT 133
3,621 SF
LOT 163
2,556 SF
LOT 164
3,621 SF
LOT 102
2,556 SF
LOT 101
3,621 SFCG-
1
2
C
CG-12C
LPLPLPLPGAZEBO / PAVILION4+07 UNWRAP
0+58 UNWRAP1+00
2+003+00PR. MONUMENT SIGN LOCATION144 SF ENTRY MONUMENT ESMT(REQUIRES SEPARATE PERMIT).LP
6
6
8
.
1
2
10
+
7
9
.
1
4
HP 671.47
19+83.70
668
668
67066866
8670670
670670672-2.0%
HARDY WAY - SIGHT DISTANCE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
655
660
670
680
655
660
670
680
-2+50 -2+00670.0668.55669.1668.25-1+00667.7668.30668.1668.180+00668.8667.79669.0669.261+00669.0669.74669.5669.852+00670.3670.01669.4669.803+00669.0669.263+50
209' SDL (EFFECTIVE
)
337' SDL
HEIGHT OF
TARGET
3.5'
HEIGHT OF
TARGET
3.5'
HEIGHT OF
EYE
3.5'
CUL-DE-SAC
FIN. GRADE
EX. GRADE
GABRIEL CT - SIGHT DISTANCE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
655
660
670
680
655
660
670
680
-3+50 -3+00659.1659.9-2+00660.8662.5662.25-1+00663.7664.25664.8665.960+00665.5666.55665.2667.961+00664.2668.39664.4668.442+00665.4668.42666.3668.053+00666.0667.593+50
344' SDL
339' SDL
HEIGHT OF
TARGET
3.5'
HEIGHT OF
TARGET
3.5'
HEIGHT OF
EYE
3.5'
EX. GRADE
FIN. GRADE
-3+34 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50
0+00
0+50 1+00 1+50 2+00 2+50 3+00 3+39
14.5'FARMINGTON BLVD.
55' ROW - 25 MPH
ORRICK CT.55' ROW - 25 MPHRM2RM2RM2RM2RM2
RM2CG-12ACG-12A
LOT 22
8,000 SF
LOT 23
8,000 SF
LOT 24
8,000 SF
LOT 25
12,523 SF
LOT 28
10,176 SF
LP
LP
419 SF ENTRY MONUMENT ESMT.
(REQUIRES SEPARATE PERMIT)
Ex. Lot 14
ARDEYTH LN.54' R/WFARMINGTON BLVD.
60' R/W
EX. SAN. SEWER SAN. LAT.GLM3 - WV's
2 - WV's
TVRB
TRB
MLP
CONC. S/W
CONC. S/WMB
TR
W/M
FH
20' WIDE SEWER ESMT.INST. NO. 050028042
20' WIDE W/L ESMT.INST. NO. 050028042
EX. SAN. SEWER
EX. W/L
GARDENEX. STOPSIGN
662 55
662 29 663 09
660 44
OLR
662 71
6618165871
EP
659 14
EP
658 89
EP
658 13
EP 659 23
EP 659 76
EP 660 86
EP
662 2166334
662 94
HP
659
66
0
6
6
0
658658 6626
6
2
6
6
4
6
6
6
668 66866
8
668668664666 668MAURY WAY - SIGHT DISTANCE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
655
660
670
680
655
660
670
680
-3+50 -3+00667.8667.68668.5668.21-2+00668.9668.73668.9669.68-1+00669.5670.21670.1670.360+00668.8669.09668.5669.501+00668.6668.81667.7667.912+00666.9667.44666.9666.973+00666.0666.433+50
337' SDL 338' SDL
HEIGHT OF
TARGET
3.5'
HEIGHT OF
TARGET
3.5'
HEIGHT OF
EYE
3.5'
EX. GRADE
FIN. GRADE
-3+36 -3+00 -2+50 -2+00 -1+50 -1+00 -0+50
0+00
0+50 1+00 1+50 2+00 2+50 3+00 3+37
SIGHT DISTANCE ESMT.SIGHT DISTANCE ESMT.
ORRICK CT.
55' ROW - 25 MPH
MAURY WAY31' ACCESS ESMT.CG-11HARDY WAY31' ACCESS ESMTCG-11.ORRICK CT.
55' ROW - 25 MPH
RM2RM2RM2RM2CG-12A CG-12ACG-12ACG-12A
CG-12A
CG-12A
LOT 2512,523 SFLOT 268,816 SFLOT 131
2,556 SF
LOT 132
3,621 SF
LOT 134
2,556 SF
LOT 133
3,621 SF
LOT 163
2,556 SF
LOT 164
3,621 SF
LOT 102
2,556 SF
LOT 101
3,621 SFLPLP LPLPLOT 279,004 SF668
67066866
8670 666668670
670
668
-0+91
-0+50
0+00
0+50
1+00 1+18
-0+91
-0+50
0+00
0+50
1+00 1+18
WERTLAND PL. (PRIVATE )
31' ACCESS ESMT.
CG-12ACG-12A
CG-12A
CG-12ACG-12ATYPE "A" SEPARATION BUFFER50' - LANDSCAPE SCREENTYPE "A" SEPARATION BUFFER25' - FULL SCREENLOT 1672,556 SFLOT 1662,556 SFLOT 1653,621 SFLOT 1682,556 SFLOT 1692,556 SFLOT 1703,621 SFLOT 1152,556 SFLOT 1163,621 SFLOT 1182,556 SFLOT 1173,621 SFLOT 1472,556 SFLOT 1483,621 SFLOT 1502,556 SFLOT 1493,621 SFLOT 1732,556 SFLOT 1722,556 SFLOT 1713,621 SFLOT 1742,556 SFLOT 1752,556 SFLOT 1763,621 SFLOT 1792,556 SFLOT 1782,556 SFLOT 1773,621 SFLOT 1802,556 SFLOT 1813,621 SFLPLPCG-12CCG-12B6
6
0 658660660662664662
66
2
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS3100.dwg PLOTTED: 7/14/2022 12:55 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS3100 BYNO.DATEREVISIONSDHOLC20001
HORZ. SCALE: 1" =
50' & VERT.
SCALE: 1" = 5'CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF19 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 50'100'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601SIGHT DISTANCE PROFILESWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT00 50'100'
00 50'100'
PRIVATE ROAD INTERSECTION SIGHT DISTANCES
1. EFFECTIVE SIGHT DISTANCES SHOWN FOR REFERENCE.
2. NO PLANTINGS, FENCES, PEDESTALS, OR MAILBOXES SHALL BE PLACED
IN SUCH A WAY TO REDUCE THE EFFECTIVE SIGHT DISTANCE.
00 50'100'NORTHNORT
HNORTH
NORT
H
1 12 " SM 12.5A
3" BM-25
8" 21B
COMPACTED SUBGRADE
ROAD SECTION - A
FARMINGTON BLVD. STA10+68 - 22+96
ORRICK CT. STA 10+00 - 17+00
55' R/W - 25 MPH POSTED / 30 MPH DESIGN
(NTS)
55'
RIGHT OF WAY
EXTEND STONE BASE
1' BEYOND CG-6
EXTEND STONE BASE
1' BEYOND CG-6
2.08%2.08%2.00%2.00%B/C3'
GRASS
5'
SIDEWALK
1'
BUFF
16'
TRAVEL LANE
2.5'
CG-6
2.00%2.00%2.00%
3'
GRASS
5'
SIDEWALK
1'
BUFF
16'
TRAVEL LANE
2.5'
CG-6 B/CUD-4UD-4
TYPICAL RIGHT OF WAY & UTILITY LOCATIONS
FARMINGTON BLVD. & GABRIEL CT.
(NTS)
55'
RIGHT OF WAY
3'
GRASS
5'
SIDEWALK
1'
BUFF
2.00%
3'
GRASS
5'
SIDEWALK
1'
BUFF
36 F/C
B/CDRY UTILITY
2-PR 4" CONDUITS
1'
25' SETBACK
GAS LINE
2'
10'
WATERLINE
17' WATER ESMT.
5'
10'GAS ESMT.WATER ESMT.20' STREET TREE
PLANTING LIMIT
25' SETBACK
2'
10'
SANITARY SEWER
17' WATER ESMT.
5'
10'UTILITY ESMT.SEWER ESMT.20' STREET TREE
PLANTING LIMIT
1 12 " SM 12.5A
3" BM-25
8" 21B
COMPACTED SUBGRADE
EXISTING ROAD SECTION - B
FARMINGTON BLVD. STA10+20.25
60' R/W - 25 MPH POSTED / 30 MPH DESIGN
AS SHOWN ON APPROVED STEEPLECHASE PLAN 2005
(NTS)
60'
RIGHT OF WAY
EXTEND STONE BASE
1' BEYOND CG-6
EXTEND STONE BASE
1' BEYOND CG-6
2.08%2.08%2.00%2.00%B/C4'
GRASS
5'
SIDEWALK
1' BUFF18'
TRAVEL LANE
2.5'
CG-6
2.00%2.00%
4'
GRASS 5'
SIDEWALK
1' BUFF18'
TRAVEL LANE
2.5'
CG-6 B/CUD-4UD-4
1 12 " SM 12.5A
3" BM-25
8" 21B
COMPACTED SUBGRADE
EXISTING ROAD SECTION - C
FARMINGTON BLVD. STA 23+25.80
50' R/W - 25 MPH POSTED / 30 MPH DESIGN
AS SHOWN ON APPROVED LYNNHAVEN SEC-1 PLAN 2003
(NTS)
50'
RIGHT OF WAY
EXTEND STONE BASE
1' BEYOND CG-6
EXTEND STONE BASE
1' BEYOND CG-6
2.08%2.08%2.00%2.00%2' GRASS4'
SIDEWALK
0.5' BUFF16'
TRAVEL LANE
2.5'
CG-6 B/CUD-4UD-4
2.00%2.00%2' GRASS4'
SIDEWALK
0.5' BUFF16'
TRAVEL LANE
2.5'
CG-6B/CNOTES
1. WATER AND SEWER NETWORKS WILL CROSS THROUGH THE TRAVELWAY AS NECESSARY TO ACHIEVE
MINIMUM DEQ / VDH & FREDERICK WATER REQUIREMENTS.
2. STREET TREES SHALL NOT BE LOCATED WITHIN FREDERICK WATER EASEMENTS
1 12 " SM 12.5A
3" BM-25
8" 21B
COMPACTED SUBGRADE PRIVATE ROAD SECTION - D
MAURY WAY, HARDY WAY, WERTLAND PL.
31' ACCESS ESMT. - 25 MPH POSTED / 30 MPH DESIGN
(NTS)
31'
ACCESS EASEMENT
EXTEND STONE BASE
1' BEYOND CG-6
2.08%2.08%2.00%2.00%2' GRASS5'
SIDEWALK
0.5' BUFF11'
TRAVEL LANE
NO PARKING
2.5'
CG-6 B/CUD-4
11'
TRAVEL LANE
NO PARKING
5.5'
PEDESTRIAN
ESMT.26'
FACE OF CURB
2.00%2.00%
5.5'
PEDESTRIAN
ESMT.2' GRASS5'
SIDEWALK
0.5' BUFF2.5'
CG-6B/CCONCRETE SIDEWALK
NTS
4" CONCRETE
4" DENSE GRADED STONE (21B)
COMPACTED SUBGRADE
(HEAVY DUTY)
ASPHALT PAVEMENT
NTS
(HEAVY DUTY)
CONCRETE DUMPSTER PAD
NTS
1 1 2" SURFACE COURSE (SM 12.5A)
3" BASE COURSE (BM25)
COMPACTED SUBGRADE
6" DENSE GRADED STONE (21B)
7" - 4,000 PSI CONCRETE
8" COMPACTED SAND
COMPACTED SUBGRADE
(STANDARD DUTY)
ASPHALT PAVEMENT
NTS
1 1 2" SURFACE COURSE (SM 12.5A)
2" IM 19.0
COMPACTED SUBGRADE
6" DENSE GRADED STONE (21B)
6" X 6" W2.9 W.W.F.
PAVEMENT DESIGN NOTES:
1. THE PAVEMENT MATERIALS AND THICKNESS SHOWN ON THESE
SECTIONS IS PRELIMINARY DESIGN BASED ON A CBR VALUE OF 6.
2. FINAL PAVEMENT DESIGN TO BE BASED ON FIELD OBTAINED CBR
VALUES TAKEN IN THE PRESENCE OF A VDOT INSPECTOR.
3. VDOT IS TO REVIEW CBR's AND FINAL PAVEMENT DESIGN PRIOR TO
APPROVAL FOR USE ON ALL INTENDED PUBLIC STREETS..
ASPHALT MULTI-USE TRAIL
NTS
2" SURFACE COURSE (SM 12.5A)
COMPACTED SUBGRADE
12" DENSE GRADED STONE (21B)
(1)
(1)SIDEWALK TRANSITIONS FROM TYPICAL
5-FOOT SECTION TO EXISTING 4-FOOT
SIDWALK PER PLAN ENTITLED ,
"LYNNHAVEN SECTION-1 2003
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS3200.dwg PLOTTED: 7/14/2022 12:56 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS3200 BYNO.DATEREVISIONSDHOLC20001
AS NOTED
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF20 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601TYPICAL SECTIONSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS3500.dwg PLOTTED: 7/14/2022 12:56 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS3500 BYNO.DATEREVISIONSDHOLC20001
1" = 80'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF21 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601VDOT STANDARD DETAILSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS3501.dwg PLOTTED: 7/14/2022 12:56 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS3501 BYNO.DATEREVISIONSDHOLC20001
AS NOTED
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF22 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601VDOT STANDARD DETAILSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS3502.dwg PLOTTED: 7/14/2022 12:56 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS3502 BYNO.DATEREVISIONSDHOLC20001
AS NOTED
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF23 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601VDOT STANDARD DETAILSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
130.00'TYPE "C" SEPARATION BUFFER100' - LANDSCAPE SCREENTYPE "C" SEPARATION BUFFER100' - LANDSCAPE SCREENTYPE "A" SEPARATION
B
U
F
F
E
R
50' - LANDSCAPE SCR
E
E
N
TYPE "A" SEPARATION
B
U
F
F
E
R
25' - FULL SCREEN
TYPE "C" SEPAR
A
T
I
O
N
B
U
F
F
E
R
100' - LANDSCA
P
E
S
C
R
E
E
N 7878LOT 1
10,319 SF
LOT 2
8,350 SF
LOT 3
8,348 SF
LOT 4
8,346 SF
LOT 5
8,344 SF
LOT 6
8,343 SF
LOT 7
10,741 SF
LOT 8
10,740 SF
LOT 10
10,874 SF
LOT 11
10,778 SF
LOT 12
9,920 SF
LOT 13
8,918 SF
LOT 14
8,000 SF
LOT 9
10,739 SF
LOT 15
8,423 SFLOT 16
8,425 SF
LOT 17
8,107 SF
LOT 18
8,615 SFLOT 19
8,609 SFLOT 20
8,427 SF
LOT 21
8,001 SF
LOT 22
8,000 SF
LOT 23
8,000 SF
LOT 24
8,000 SF
LOT 25
12,523 SF
LOT 26
8,816 SF
LOT 28
10,176 SF
LOT 29
8,002 SF
LOT 30
8,003 SF
LOT 31
8,004 SF
LOT 40
8,053 SF
LOT 32
8,005 SF
LOT 33
8,007 SF
LOT 34
8,008 SF
LOT 35
8,009 SF
LOT 36
8,010 SF
LOT 37
8,000 SF
LOT 38
8,000 SF
LOT 39
8,000 SF
LOT 167
2,556 SF
LOT 166
2,556 SF
LOT 165
3,621 SF
LOT 168
2,556 SF
LOT 169
2,556 SF
LOT 170
3,621 SF
LOT 1302,556 SFLOT 1312,556 SFLOT 1323,621 SFLOT 1292,556 SFLOT 1282,556 SFLOT 1272,556 SFLOT 1262,556 SFLOT 1253,621 SFLOT 1352,556 SFLOT 1342,556 SFLOT 1333,621 SFLOT 1362,556 SFLOT 1372,556 SFLOT 1382,556 SFLOT 1392,556 SFLOT 1403,621 SFLOT 1622,556 SFLOT 1632,556 SFLOT 1643,621 SFLOT 1612,556 SFLOT 1602,556 SFLOT 1592,556 SFLOT 1582,556 SFLOT 1573,621 SFLOT 1112,556 SFLOT 1102,556 SFLOT 1093,621 SFLOT 1122,556 SFLOT 1132,556 SFLOT 1142,556 SFLOT 1152,556 SFLOT 1163,621 SFLOT 1222,556 SFLOT 1232,556 SFLOT 1243,621 SFLOT 1212,556 SFLOT 1202,556 SFLOT 1192,556 SFLOT 1182,556 SFLOT 1173,621 SFLOT 1432,556 SFLOT 1422,556 SFLOT 1413,621 SFLOT 1442,556 SFLOT 1452,556 SFLOT 1462,556 SFLOT 1472,556 SFLOT 1483,621 SFLOT 1542,556 SFLOT 1552,556 SFLOT 1563,621 SFLOT 1532,556 SFLOT 1522,556 SFLOT 1512,556 SFLOT 1502,556 SFLOT 1493,621 SFLOT 1032,556 SFLOT 1022,556 SFLOT 1013,621 SFLOT 1042,556 SFLOT 1052,556 SFLOT 1062,556 SFLOT 1072,556 SFLOT 1083,621 SFLOT 173
2,556 SF
LOT 172
2,556 SF
LOT 171
3,621 SF
LOT 174
2,556 SF
LOT 175
2,556 SF
LOT 176
3,621 SF
LOT 179
2,556 SF
LOT 178
2,556 SF
LOT 177
3,621 SF
LOT 180
2,556 SF
LOT 181
3,621 SF
FARMINGTON BLVD.
55' ROW - 25 MPH
GABRIEL CT.55' ROW - 25 MPHMAURY WAY (PRIVATE)
31' ACCESS ESMT.
HARDY WAY (PRIVATE)
31' ACCESS ESMT.WERTLAND PL. (PRIVATE)31' ACCESS ESMT.OPEN SPACE 2
1.5522 AC.
OPEN SPACE 3
0.3772 AC.54.2'910AGE RESTRICTED
APARTMENTS NORTH
4-STORY - 24 UNIT
HEIGHT = 48.26'
10,490 SF GFA /41,960 SF TO
T
A
L
FFE=672.69
142.83'
142.83'73.44'73.44'AGE RESTRICTE
D
APARTMENTS S
O
U
T
H
4-STORY - 24 UN
I
T
HEIGHT = 48.26'
10,490 SF GFA/4
1
,
9
6
0
S
F
T
O
T
A
L
FFE=673.07142.83'
142.83'73.44
'73.44'
12
11
12
11 1325' ACTIVE25' ACTIVE 25' ACTIVE27'R27
'
R
27'R27
'
R
27'R27
'
R
37'
R
2
7
'R
5'
R5'R5'
R5'R5'
R5'R3
6
'
R
8+44 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
21+00
22+00
23+00 24+00 25+0025+08
PC 19+07.39PT 20+80.13PC 20+86.44PT 23+21.579+8010+0011+0012+0013+0014+0015+0016+0017+0018+0018+16
15+04
10+00 11+00 12+00 13+00 14+00 15+00
15+04
10+00 11+00 12+00 13+00 14+00 15+00 10+0011+0012+0013+0014+0015+0015+06120.20'134.66
'98.15'131.21'
20' ACTIVE
TYPE "A" SEPARATION
B
U
F
F
E
R
100' - NO SCREEN4+07 UNWRAP0+58 UNWRAP1+002+00 3+0025' ACTIVE
50'ACCESS ESMT.OPEN SPACE 1
15.4709 AC.
OPEN SPACE 1
15.4709 AC.
OPEN SPACE 1
15.4709 AC.
LOT 27
9,004 SF
27'R
6 ACRE
PARKLAND AREA
(PROFFER)
TYPE "C" SEP
A
R
A
T
I
O
N
B
U
F
F
E
R
200' - NO SCR
E
E
N
R
E
Q
.1150' ACTIVE150' INACTIVEEx. Lot 119
Ex. Lot 117
Ex. Lot 118
Ex. Lot 13
Ex. Lot 12
Ex. Lot 11
OUTLOT A
Ex. Lot 14
Ex. Lot 24
Ex. Lot 25
2
3 4 5
6 7
8 9
Ex. Lot 204Ex. Lot 199Ex. Lot 198Ex. Lot 197Ex. Lot 196Ex. Lot 195Ex. Lot 194
Ex. Lot 193
Ex. Lot 192
Ex. Lot 191
Ex. Lot 203
1
Ex. Lot 120
PIN 55-A-202CHARLES D. LLOYDINST. 100001953PIN 55-A-203CHARLES D. LLOYDDB 820 PG 345
PIN 65-A-21ROCKY J. RHODESINST. 060023931
PIN 65-A-22GEORGE T. DAMKODB 505 PG 845
PIN 65-A-23RUSSELL W.MORELANDDB 344 PG 311
Ex. Lot 14
Ex. Lot 15
Ex. Lot 18
Ex. Lot 19
Ex. Lot 20
Ex. Lot 21
Ex. Lot 22
Ex. Lot 23
Ex. Lot 24
Ex. Lot 16
L1
PIN 55J-1-9-204ABRIARWOOD ESTATES H.O.A.INST. 040013356
OPEN SPACE
Ex. Lot 13
LYNNEHAVEN - SEC. 1INST. 030007982
LYNNEHAVENSEC. 2 / PH. 1AINST. 040010667
PATTON SUBDI
V
I
S
I
O
N
DB 218 PG 370
WETLANDSCHANNEL243 LF
24" PEP NESCLIFFE CT.50' R/WFARMINGTON BLVD.
50' R/WLADYSLIPPER DR.54' R/WARDEYTH LN.54' R/WFARMINGTON BLVD.
60' R/W
EX. 30" PE
P
DRAINAGE ESMT.INST. NO. 040010667
EX.
24
"
RCP
EX. 15" PE
P
EX. 18" PEPEX. 18" PEP20' WIDE DRAINAGE ESMT.INST. NO. 050028042
20' WIDE DRAINAGE ESMT.INST. NO. 050028042
15" PEP18" PEP
EX. SAN. SEWER
EX. W/L(TYP.)
EX. W/L (TYP.)EX. GASLINE (TYP.)
N 69°31'12" W
157.62'
N 68°58'22" W
60.81'
N 69°00'30" W
179.88'
N 69°52'58" W
47.12'S 26°17'04"W 404.92'N 32°19'17"E 392.59'N 65°45'33" W
79.64'
N 64°49'53" W
138.60'
N 65°53'40" W
204.34'
N 64°38'51" W
376.73'S 43°18'34" W979.98'S 57°39'43" E
1313.09'N 35°18'07" E1166.98'EX. SAN.SEW. (TYP.)
EX. SAN. SEWER
EX. SAN. SEWER
EX. W/L
T.M. 64-8-9TIRRENIA,LLCDB 838 PG 1360INST. NO. 15000586ZONE: B2USE: COMMERCIAL
ORRICK COMMONSSUBDIVISION LOT 5
20' FCSA SA
N
.
E
S
M
T.INST. NO. 080
0
0
6
2
8
6
50' ACCESS
E
S
M
T
.INST. NO. 080
0
0
6
2
8
6
20' FCSA W/L
E
S
M
T
.INST. NO. 080
0
0
6
2
8
6
TIGER LILY CT.
POPPY LN.
Ex. Lot 26
Ex. Lot 27
EX. W/L (TYP.)
ORRICK COMMONSSUBDIVISION LOT 6ARDEYTH LN.54' R/WSTEEPLECHASE SUBDIVISIONINST. 050028042
STEEPLECHASE SUBDIVISIONINST. 050028042
Ex. Lot 12Ex. Lot 11
Ex. Lot 17
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS4000.dwg PLOTTED: 7/14/2022 1:07 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS4000 BYNO.DATEREVISIONSDHOLC20001
1" = 80'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF24 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 80'160'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601GEOMETRIC PLAN (OVERALL)WINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
Ex. Lot 119
Ex. Lot 117
Ex. Lot 118
Ex. Lot 193
Ex. Lot 192
Ex. Lot 120
Ex. Lot 14
Ex. Lot 15
Ex. Lot 16
PIN 55J-1-9-204ABRIARWOOD ESTATES H.O.A.INST. 040013356
OPEN SPACE
Ex. Lot 13
ARDEYTH LN.54' R/WFARMINGTON BLVD.
60' R/W
EX. SAN. SEWER SAN. LAT.GLM3 - WV's
2 - WV's
TVRB
TRB
MLP
CONC. S/W
CONC. S/WMBMB
TR TVRB
TR
EX. 15" P
E
P
EX. 18" PEPEX. 18" PEPW/M
FH
W/M
20' WIDE SEWER ESMT.INST. NO. 050028042
20' WIDE W/L ESMT.INST. NO. 050028042
20' WIDE DRAINAGE ESMT.INST. NO. 050028042S 57°39'43" E
1313.09'
EX. SAN. SEWER
EX. W/L
GARDEN
DECK
PATIO
DECKPATIO
DECK SHED
SHED PATIOAREA
EX. STOPSIGN
STEEPLECHASESUBDIVISIONINST. 050028042Ex. Lot 12Ex. Lot 11
RM2RM2RM2RM2RM2
RM2CG-12AC
G
-
1
2
A
8LOT 1
10,319 SF
LOT 2
8,350 SF
LOT 3
8,348 SF
LOT 4
8,346 SF
LOT 5
8,344 SF
LOT 6
8,343 SF
LOT 21
8,001 SF
LOT 22
8,000 SF
LOT 23
8,000 SF
LOT 24
8,000 SF
LOT 25
12,523 SF
LOT 26
8,816 SF
LOT 28
10,176 SF
LOT 29
8,002 SF
LOT 30
8,003 SF
LOT 31
8,004 SF
LOT 1112,556 SFLOT 1102,556 SFLOT 1093,621 SFLOT 1122,556 SFLOT 113LOT 1032,556 SFLOT 1022,556 SFLOT 1013,621 SFLOT 1042,556 SFLOT 1052,556 SFLOT 1062,556 SFLOT 1072,556 SFLOT 1083,621 SFOPEN SPACE 2
1.5522 AC.
ADT=1,123
ADT=1,450GABRIEL CT.55' ROW - 25 MPHFARMINGTON BLVD.
55' ROW - 25 MPH
37'
R
CG-9B (TYP)CG-6
CG-6 CG-6
CG-6
CG-6CG-68+44 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
9+8010+0011+0012+0010+005' CONC SWLK5' CONC SWLK5' CONC SWLK
5' CONC SWLK
5' CONC SWLK
5' CONC SWLK
42' TRANSPVMT WIDTH
36' FC16'16'36' FC
16'16'
36'
CG-9B (TYP)
OPEN SPACE 1
15.4709 AC.
LP
LP
87
.
0
°EX. 60' ROWEX. 36' EPSAW CUT & MATCHPVMT, CURB, SWLKLOT 27
9,004 SF
5.5' PED ESMT.5' CONC SWLKPR. MONUMENT SIGN LOCATION
419 SF ENTRY MONUMENT ESMT.
(REQUIRES SEPARATE PERMIT)
10' LANDSCAPE ESMT
10' LANDSCAPE ESMTNO PARK22'26'U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS4001.dwg PLOTTED: 7/14/2022 1:07 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS4001 BYNO.DATEREVISIONSDHOLC20001
1" = 30'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF25 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS MATCH CS4002
MATCH CS4003
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601GEOMETRIC PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTMATCH CS4002MATCH CS4003
MB
CONC. S/W
CONC. S/W
Ex. Lot 14
Ex. Lot 24
Ex. Lot 25
Ex. Lot 204
Ex. Lot 199Ex. Lot 198Ex. Lot 197Ex. Lot 196Ex. Lot 195
Ex. Lot 194
Ex. Lot 193
Ex. Lot 203
LYNNEHAVENSEC. 2 / PH. 1AINST. 0400106672.5' SIDEWALK ESMT.INST. NO. 040024106 NESCLIFFE CT.50' R/WFARMINGTON BLVD.
50' R/WLADYSLIPPER DR.54' R/WFH
2 - WV's 3 - WV's
MB MB MB
MB
MLP
TRB TVRB
W/M
WV
EX. 30" P
E
P
DRAINAGE ESMT.INST. NO. 040010667
15' WIDE SEWER ESMT.INST. NO. 030007982 15' WIDE W/L ESMT.INST. NO. 03000798215' WIDE W/L ESMT.INST. NO. 030007982 10' WIDE GAS PIPELINE ESMT.
W/M W/M
W/MEX.
24
"
RCP
20' WIDE SEWER ESM
T
.
INST. NO. 010017843
VARIABLE WIDTH W/L ESMT.INST. NO. 010017843CONC. S/WCONC. S/WEX. SHED(APPROX. LOC.)
EX. SAN. SEWER
EX. W/L (TYP.)
EX. W/L (TYP.)
EX. GAS LINE (TYP.)S 43°18'34" W979.98'EX. SAN. SEW. (TYP.)
EX. SIGNS
EX. SHEDOVERHANG
Ex. Lot 26
Ex. Lot 27
DECK
DECK
DECKRM2RM2RM2RM2RM2RM2RM2RM2
8LOT 7
10,741 SF
LOT 8
10,740 SF
LOT 10
10,874 SF
LOT 11
10,778 SF
LOT 12
9,920 SF
LOT 13
8,918 SF
LOT 14
8,000 SF
LOT 9
10,739 SF
LOT 15
8,423 SF
LOT 16
8,425 SF
LOT 17
8,107 SF
LOT 18
8,615 SF
LOT 19
8,609 SFLOT 20
8,427 SF
OPEN SPACE 3
0.3772 AC.
ADT=1,123
FARMING
T
O
N
B
L
V
D.
55' ROW -
2
5
M
P
H
CG-9B (TYP)CG-6
CG-6
CG-6
CG-6
17+00 18+00 19+00
20+00
21+00
22+00
23+00 24+00 25+00 25+08
PC 19+07.39PT 20+80.13PC 20+86.44PT 23+21.5710+005.5' PED ESMT.
5' CONC SWLK
5' CONC SWLK
34' TRANS
SWLK & BUFF
16'16'30 LF - GUARD RAIL - GR-2
EXTEND 4' SWLK WITH ASPHALT
TRANSITION TO 10' ASPHALT MULTI-USE TRAIL
OPEN SPACE 1
15.4709 AC.10' ASPHALT MULTI-USE TRAILSAW CUT & MATCHPVMT, CURB, SWLKEX. 50' ROWEX. 32' EPOPEN SPACE 1
15.4709 AC.5' CONC SWLK5' CONC SWLKPR. MONUMENT SIGN LOCATION
388 SF ENTRY MONUMENT ESMT.
(REQUIRES SEPARATE PERMIT)
10' LANDSCAPE ESMT 10' LANDSCAPE ESMT
119'22'NO PARK22'10'20'CG-12C
CG-12B
26'
5' CONC SWLK
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS4002.dwg PLOTTED: 7/14/2022 1:09 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS4002 BYNO.DATEREVISIONSDHOLC20001
1" = 30'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF26 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGSMATCH CS4001
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601GEOMETRIC PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTMATCH CS4003MATCH CS4001
20' WIDE DRAINAGE ESMT.15" PEP18" PEPN 65°45'33" W
79.64'
N 64°49'53" W
138.60'
N 65°53'40" W
204.34'N 35°18'07" E1166.98'PLAYSETDECK
PATIO
DECK
PATIO
PATIO
POOL
SHED
CONC.RET. WALLSHED
CONCRETE
RM2
RM2RM2CG-12ACG-12ACG-12ACG-12ACG-
1
2
A CG-12ACG-12ACG-
1
2
A CG-12ATYPE "C" SEPARATION BUFFER100' - LANDSCAPE SCREENTYPE "A" SEPARATION
B
U
F
F
E
R
50' - LANDSCAPE SCR
E
E
N
TYPE "A" SEPARATION
B
U
F
F
E
R
25' - FULL SCREEN26' FC36' FC TO FC 31' PRIVATEACCESS ESMT26'7878LOT 31
8,004 SF
LOT 40
8,053 SF
LOT 32
8,005 SF
LOT 33
8,007 SF
LOT 34
8,008 SF
LOT 35
8,009 SF
LOT 36
8,010 SF
LOT 37
8,000 SF
LOT 38
8,000 SF
LOT 39
8,000 SF
LOT 167
2,556 SF
LOT 166
2,556 SF
LOT 165
3,621 SF
LOT 168
2,556 SF
LOT 169
2,556 SF
LOT 170
3,621 SF
LOT 1302,556 SFLOT 1312,556 SFLOT 1323,621 SFLOT 1292,556 SFLOT 1282,556 SFLOT 1272,556 SFLOT 1262,556 SFLOT 1253,621 SFLOT 1352,556 SFLOT 1342,556 SFLOT 1333,621 SFLOT 1362,556 SFLOT 1372,556 SFLOT 1382,556 SFLOT 1392,556 SFLOT 1403,621 SFLOT 1622,556 SFLOT 1632,556 SFLOT 1643,621 SFLOT 1612,556 SFLOT 1602,556 SFLOT 1592,556 SFLOT 1582,556 SFLOT 1573,621 SFLOT 1112,556 SFLOT 1102,556 SFLOT 1093,621 SFLOT 1122,556 SFLOT 1132,556 SFLOT 1142,556 SFLOT 1152,556 SFLOT 1163,621 SFLOT 1222,556 SFLOT 1232,556 SFLOT 1243,621 SFLOT 1212,556 SFLOT 1202,556 SFLOT 1192,556 SFLOT 1182,556 SFLOT 1173,621 SFLOT 1432,556 SFLOT 1422,556 SFLOT 1413,621 SFLOT 1442,556 SFLOT 1452,556 SFLOT 1462,556 SFLOT 1472,556 SFLOT 1483,621 SFLOT 1542,556 SFLOT 1552,556 SFLOT 1563,621 SFLOT 1532,556 SFLOT 1522,556 SFLOT 1512,556 SFLOT 1502,556 SFLOT 1493,621 SFLOT 1032,556 SFLOT 1022,556 SFLOT 1013,621 SFLOT 1042,556 SFLOT 1052,556 SFLOT 1062,556 SFLOT 1072,556 SFLOT 1083,621 SFLOT 173
2,556 SF
LOT 172
2,556 SF
LOT 171
3,621 SF
LOT 174
2,556 SF
LOT 175
2,556 SF
LOT 176
3,621 SF
LOT 179
2,556 SF
LOT 178
2,556 SF
LOT 177
3,621 SF
LOT 180
2,556 SF
LOT 181
3,621 SFGABRIEL CT.55' ROW - 25 MPHMAURY WAY (PRIVATE)
31' ACCESS ESMT.
HARDY WAY (PRIVATE)
31' ACCESS ESMT.WERTLAND PL. (PRIVATE)31' ACCESS ESMT.26'27'R27
'
R
27'R27
'
R
27'R27
'
R
ADT=410
ADT=400
AD
T
=
4
8
0GABRIEL CT.55' ROW - 25 MPH2
7
'R
5'
R5'R5'
R5'R5'
R5'RR50' FC3
6
'
R
CG-12C CG-12CCG-9B (TYP)CG-9B (TYP)
CG-9B (TYP)
CG-9B (TYP)
CG-9B (TYP)CG-6CG-6CG-6CG-6CG-6CG-612+0013+0014+0015+0016+0017+0018+00 18+16
15+04
10+00
11+00
12+00
13+00
14+00
15+00
15+04
10+00
11+00
12+00
13+00
14+00
15+00 10+0011+0012+0013+0014+0015+0015+0631'CG-6
CG-6
CG-6
CG-6
26'
5.5' PED ESMT.
5.5' PED ESMT.CG-9B (TYP)10'18'10'18'10'18'
5' CONC SWLK
5' CONC SWLK
5' CONC SWLK
5' CONC SWLK5' CONC SWLK5' CONC SWLK5' CONC SWLK5' CONC SWLK5' CONC SWLK36'
10' ASPHALT MULTI-USE TRAIL
LP
LP
LP
LP
LP
GAZEBO / PAVILION
10' LANDSCAPE ESMT20' ACTIVE
TYPE "A" SEPARATION
B
U
F
F
E
R
100' - NO SCREEN4+07 UNWRAP0+58 UNWRAP1+002+00 3+00CG-11 ENTR.CG-11 ENTR.CG-11 ENTR.90
.
0
°
90
.
0
°
25' ACTIVE 10'10'10'OPEN SPACE 1
15.4709 AC.
LOT 27
9,004 SF
5.5' PED ESMT.5.5' PED ESMT.26' FC TO FC31' PRIVATEACCESS ESMT5.5' PED ESMT.5.5' PED ESMT.26' FC TO FC31' PRIVATEACCESS ESMT5.5' PED ESMT.5.5' PED ESMT.26' FC31' PRIVATEACCESS ESMT5.5' PED ESMT.5.5' PED ESMT.27'R 5' CONC SWLK5' CONC SWLK5' CONC SWLK5' CONC SWLK5' CONC SWLK5' CONC SWLK10' LANDSCAPE ESMT119'22'NO PARK22'10'20'CG-12C
CG-12B
26'
5' CONC SWLK
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS4003.dwg PLOTTED: 7/14/2022 1:09 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS4003 BYNO.DATEREVISIONSDHOLC20001
1" = 30'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF27 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS
MATCH CS4002MATCH CS4001
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601GEOMETRIC PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTMATCH CS4005 MATCH CS4005
MATCH CS4001
2
3
4
5
6
7
8
9
1 PIN 55-A-202CHARLES D. LLOYDINST. 100001953PIN 55-A-203CHARLES D. LLOYDDB 820 PG 345
PIN 65-A-21ROCKY J. RHODESINST. 060023931
PATTON SUBDIV
I
S
I
O
N
DB 218 PG 370N 69°31'12" W
157.62'
N 68°58'22" W
60.81'
N 69°00'30" W
179.88'
N 69°52'58" W
47.12'S 26°17'04"W 404.92'N 32°19'17"E 392.59'N 65°45'33" W
79.64'
N 64°49'53" W
138.60'
N 65°53'40" W
204.34'
ORRICK COMMONSSUBDIVISION LOT 5
20' FCSA SA
N.
E
S
M
T.
INST. NO. 08
0
0
0
6
2
8
6
20' FCSA W/L
E
S
M
T
.INST. NO. 080
0
0
6
2
8
6
PATIO
SHED
SHED
CONCRETE
ORRICK COMMONSSUBDIVISION LOT 6 RM2RM2CG-12A
CG-12ACG-12B
CG-12B
130.00'TYPE "C" SEPARATION BUFFER100' - LANDSCAPE SCREENTYPE "C" SEPARATION BUFFER100' - LANDSCAPE SCREENTYPE "A" SEPARATION
B
U
F
F
E
R
50' - LANDSCAPE SCR
E
E
N
TYPE "A" SEPARATION
B
U
F
F
E
R
25' - FULL SCREEN
TYPE "C" SEPAR
A
T
I
O
N
B
U
F
F
E
R
100' - LANDSCA
P
E
S
C
R
E
E
N
LOT 40
8,053 SF
117' SETBACK 117' SETBACK26' FC
54.2'10'18'26'20'x20'
DUMPSTER
PAD 10'18'910117' SETBACK
60' SETBACK
100' SETBACK30' FCAGE RESTRICTED
APARTMENTS NORTH
4-STORY - 24 UNIT
HEIGHT = 48.26'
10,490 SF GFA /41,960 SF TO
T
A
L
FFE=672.69
142.83'
142.83'73.44'73.44'AGE RESTRICTE
D
APARTMENTS S
O
U
T
H
4-STORY - 24 UN
I
T
HEIGHT = 48.26'
10,490 SF GFA/4
1
,
9
6
0
S
F
T
O
T
A
L
FFE=673.07
142.83'
142.83'73.44'73.44
'
12
11
12
11 1325' ACTIVE25' ACTIVE
25' ACTIVE
10'8'10'
10'8'10'
AD
T
=
4
8
0GABRIEL CT.55' ROW - 25 MPH2
7
'R
5'
R
R50' FC3
6
'
R
CG-12C CG-12CCG-618+00 18+16 15+0015+06FUTURE
C
O
N
N
E
C
T
O
R
(PRIVATE
)
5.5' PED ESMT.5' CONC SWLK10' ASPHALT MULTI-USE TRAIL
LP
LP
LP
120.20'134.66
'98.15'131.21'26' FC10' LANDSCAPE ESMT20' ACTIVE
TYPE "A" SEPARATION
B
U
F
F
E
R
100' - NO SCREEN1+002+00 3+00CG-11 ENTR.25' ACTIVE
50'ACCESS ESMT.CG-6R (TYP)
OPEN SPACE 1
15.4709 AC.
OPEN SPACE 1
15.4709 AC.
27'R
5' CONC SW
L
K
5' CONC SW
L
K CG-12BCG-12C
CG-12C
PR. MONUMENT SIGN LOCAT
I
O
N
144 SF ENTRY MONUMENT E
S
M
T
(REQUIRES SEPARATE PERM
I
T
)
.
CG-6R (TYP)U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS4005.dwg PLOTTED: 7/14/2022 1:10 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS4005 BYNO.DATEREVISIONSDHOLC20001
1" = 30'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF28 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS
MATCH CS4003
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601GEOMETRIC PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTMATCH CS4003
CO CO CO CO
COCOCOCOCO60 50
Cap 60 00
Weir6050
Cap
59 00
61 00
TB
61 00
TB
60 00
Weir
61 00
TB
59 00
61 00
TB
Top Berm = 664.50'
100 Yr. WSE = 663.28'
Catch Basin 1
BIO-RET A
Catch Basin 5
100 Yr. WSE = 663.35'
100 Yr. WSE = 661.28'OLR = 661.05 @ Sag inMulti-Use Trail
Ex. Lot 119
Ex. Lot 117
Ex. Lot 118
Ex. Lot 193
Ex. Lot 192
Ex. Lot 120
Ex. Lot 14
Ex. Lot 15
Ex. Lot 16
PIN 55J-1-9-204ABRIARWOOD ESTATES H.O.A.INST. 040013356
OPEN SPACE
Ex. Lot 13
ARDEYTH LN.54' R/WFARMINGTON BLVD.
60' R/W
EX. SAN. SEWER SAN. LAT.GLM3 - WV's
2 - WV's
TVRB
TRB
MLP
CONC. S/W
CONC. S/WMBMB
TR TVRB
TR
EX. 15" P
E
P
EX. 18" PEPEX. 18" PEPW/M
FH
W/M
20' WIDE SEWER ESMT.INST. NO. 050028042
20' WIDE W/L ESMT.INST. NO. 050028042
20' WIDE DRAINAGE ESMT.INST. NO. 050028042S 57°39'43" E
1313.09'
EX. SAN. SEWER
EX. W/L
GARDEN
DECK
PATIO
DECKPATIO
DECK SHED
SHED PATIOAREA
EX. STOPSIGN
STEEPLECHASESUBDIVISIONINST. 050028042Ex. Lot 12Ex. Lot 11
RM2RM2RM2RM2RM2
RM2CG-12AC
G
-
1
2
A
8LOT 1
10,319 SF
LOT 2
8,350 SF
LOT 3
8,348 SF
LOT 4
8,346 SF
LOT 5
8,344 SF
LOT 6
8,343 SF
LOT 21
8,001 SF
LOT 22
8,000 SF
LOT 23
8,000 SF
LOT 24
8,000 SF
LOT 25
12,523 SF
LOT 26
8,816 SF
LOT 28
10,176 SF
LOT 29
8,002 SF
LOT 30
8,003 SF
LOT 31
8,004 SF
LOT 1112,556 SFLOT 1102,556 SFLOT 1093,621 SFLOT 1122,556 SFLOT 113LOT 1032,556 SFLOT 1022,556 SFLOT 1013,621 SFLOT 1042,556 SFLOT 1052,556 SFLOT 1062,556 SFLOT 1072,556 SFLOT 1083,621 SFOPEN SPACE 2
1.5522 AC.
ADT=1,123
ADT=1,450GABRIEL CT.55' ROW - 25 MPHFARMINGTON BLVD.
55' ROW - 25 MPH
CG-9B (TYP)8+44 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00
9+8010+0011+0012+0010+005' CONC SWLK5' CONC SWLK5' CONC SWLK
5' CONC SWLK
5' CONC SWLK
5' CONC SWLK
CG-9B (TYP)
OPEN SPACE 1
15.4709 AC.
LP
LP
LOT 27
9,004 SF
5.5' PED ESMT.5' CONC SWLKPR. MONUMENT SIGN LOCATION
419 SF ENTRY MONUMENT ESMT.
(REQUIRES SEPARATE PERMIT)
10' LANDSCAPE ESMT
10' LANDSCAPE ESMTNO PARK22'STORM ESMT
20' STORM ESMT
STORM DRAINAGE
& MAINT. ESMTSTORM DRAINAGE& MAINT. ESMTSTORM DRAINAGE
& MAINT. ESMT
15"HDPE15" H
D
P
E
15" HDPE
15" HDPE18" HDPE
15" HDPE
5.1 4.2
4.1
4.34.4
4.5
4.6
CB4HP 668.7413+52.26LP 666.44
10+27.82
FF=670.34FF=670.34
FF=671.96
GF=670.96
BF=663.36
FF=671.50
GF=670.50
BF=662.90
FF=671.26
GF=670.26
BF=662.66
FF=671.38
GF=670.38
BF=662.78
FF=671.38
GF=670.38
BF=662.78
FF=671.57
GF=670.57
BF=662.97
W/O W/O W/O W/O
FF=671.77
GF=670.77
BF=663.17
FF=670.03
GF=669.03
BF=661.43
FF=670.88
GF=669.88
BF=662.28
FF=672.05
GF=671.05
BF=663.45
FF=672.88
GF=671.88
BF=664.28
FF=674.38
GF=673.38
BF=665.78
FF=668.69
GF=667.69
BF=660.09
FF=669.70
GF=668.70
BF=661.10
FF=670.50
GF=669.50
BF=661.90
FF=671.15
GF=670.15
BF=662.55
FF=671.69
GF=670.69
BF=663.09
FF=671.73
GF=670.73
BF=663.13
664 27
662 55
663 02
662 29
663 74
663 09
664 64
663 90
665 07
665 07
664 78
665 33
663 80
662 35
660 44
OLR
663 92
OLR
662 94
SP
661 80
SP
662 71
66181
66131
66153
665 35
666 35
664 13
664 25 664 35
HP66466
HP
658 71
EP
659 14
EP
658 89
EP65854
EP
657 85
EP
656 80
EP65669
EP
657 10
EP65688
EP 657 72
EP 658 13
EP 659 23
EP 659 76
EP 660 86
EP
664 81
662 80
Crest
663 57
664 07
664 26
HP
664 11
HP
666 26
HP
662 21
664 02
664 31
663 98
OLR
663 75
LP
664 28
660 00
LP
660 64
660 83
OLR
663 61
HP
663 34
659 6265902
659 69
662 94
HP
66198
662 7666155660966614966137
660 1365942
659 41
666 17
HP
665 06
665 31
666 88
667 03 665 25 664 95
665 82
664 65
665 89
665 17
HP
662 20
HP 66145
LP
661 89
LP
5.1%4.5%5.0%6.2%7.3%6.0%
8.6%
4.6%
2.2%5.8%
5.0%
5.1%
2.6%5.9%
2.7%5.5%
4.1%7.6%
6.7%
3.8%8.4%2.3%3.7%4.1%4.0%3.9%2.0%3.0%2.2%2.0%2.0%2.1%2.2%2.2%2.0%2.0%2.0%3.5%2.4%4.3%2.0%5.4%2.0%2.0%1.0%2.0%2.8%3.2%
666 45
TC
667 78
TC
666 47
TC
665 64
TC
663 28
TC
663 28
TC
664 60
BP
670 33
670 50
668 49
669 85
668 50
670 00
670 12
669 88
669 88
668 00
670 00 669 50
667 24 669 35
HP
667 96
666 65
666 94
669 35
HP
669 35
HP
666 76667376679666855
667 00
662 50 662 30
661 80
662 30
66180
662 11 662 11 662 11
661 61
662 11
661 61
670 00 669 29670076702767036
668 74
670 16
670 00
669 81
669 50
HP66935
HP
669 74
HP
667 48
HP
666 56
669 8866770
670 0966700
665 50
665 00
667 00
668 15
HP
667 25
665 25
666 00 667 72
667 95
668 40
668 65
665 82
665 00
BP
665 50
BP
666 50
BP
669 00
HP
666 00
667 00
669 75
HP
668 00
668 00
670 50
669 3567100
HP
669 10
667 00
666 50
BP
668 48
667 10
664 07
666 10 667 10
666 60
661 96
663 32
BP
667 10
666 26
666 60 666 64
667 13
HP
667 75
HP
667 10 667 10 668 55
HP
668 91
667 58
666 50 666 50 666 30 666 30 666 50 666 50 667 00 667 00
669 32
HP
669 74
668 25
670 28
668 83
669 74
HP
670 32
668 90
668 00 667 50
668 00 667 50
668 50
668 00
668 50 668 00
663 41
TC
668 36 667 76 667 17
67150
670 25
669 50
668 65
664 25
HP
662 34
668 6666893667846668366486
663 53
666 21
663 5366387664206645466487665546658866660
669 63
667 12667466677966813668466689666930
672 00
669 50
668 65
667 50
669 05
HP
666 60
BP
667 10 667 10 667 00 667 00 666 80 666 80 667 00 667 00 667 50 667 50
666 69
BP 666 35
BP 666 55
BP 666 56
BP 667 00
BP
668 00
BP
667 50
BP
667 50
BP
66185
BP 66161
BP 66161
BP 661 61
BP
661 61 66161
666 00
662 00
669 13
BP
669 03
668 77
663 03
HP
662 68
662 58
663 00
TC
663 56
TC 663 60
CL
663 25
CL
667 10 667 10 668 33 669 12 669 65 669 77 670 19 670 31 670 35 670 23
661 00
LP
661 5066150
6615066150
668 75
TC
668 75
TC
662
662
664
666
662662 664666
668
66866
0
6
6
0
658 658662662664
66
4 664666668
6
6
2
6
6
4 6666
6
6
668 668662
664
66
0
66
2
664
666
666
66
8
668662664666668662
664
664
664
666
668668664666
6
6
8 668668670
66
8
666
668
668663 92
663 82
TC66315
EP
663 68
TC 663 55
TC
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS4101.dwg PLOTTED: 7/14/2022 12:11 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS4101 BYNO.DATEREVISIONSDHOLC20001
1" = 30'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF29 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS MATCH CS4102
MATCH CS4103
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601GRADING PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTMATCH CS4102MATCH CS4103
NOTES:
1. ENGINEER DESIGN REQUIRED ON ALL FOUNDATIONS AND/OR SLABS
WITH GREATER THAN 8” FILL OR 24” CLEAN SAND/GRAVEL. FILL
SHALL BE DESIGNED AND COMPACTED BY A REGISTERED DESIGN
PROFESSIONAL PLEASE PROVIDE EXISTING CONTOUR ELEVATIONS.
RM2RM2RM2RM2RM2RM2RM2
RM28LOT 7
10,741 SF
LOT 8
10,740 SF
LOT 10
10,874 SF
LOT 11
10,778 SF
LOT 12
9,920 SF
LOT 13
8,918 SF
LOT 14
8,000 SF
LOT 9
10,739 SF
LOT 15
8,423 SF
LOT 16
8,425 SF
LOT 17
8,107 SF
LOT 18
8,615 SF
LOT 19
8,609 SFLOT 20
8,427 SF
OPEN SPACE 3
0.3772 AC.
ADT=1,123
FARMING
T
O
N
B
L
V
D.
55' ROW -
2
5
M
P
H
CG-9B (TYP)
17+00 18+00 19+00
20+00
21+00
22+00
23+00 24+00 25+00 25+08
PC 19+07.39PT 20+80.13PC 20+86.44PT 23+21.5710+005.5' PED ESMT.
5' CONC SWLK
5' CONC SWLK
30 LF - GUARD RAIL - GR-2
EXTEND 4' SWLK WITH ASPHALT
TRANSITION TO 10' ASPHALT MULTI-USE TRAIL
OPEN SPACE 1
15.4709 AC.10' ASPHALT MULTI-USE TRAILOPEN SPACE 1
15.4709 AC.5' CONC SWLK5' CONC SWLKPR. MONUMENT SIGN LOCATION
388 SF ENTRY MONUMENT ESMT.
(REQUIRES SEPARATE PERMIT)
10' LANDSCAPE ESMT 10' LANDSCAPE ESMT
119'22'NO PARK22'10'20'CG-12C
CG-12B
5' CONC SWLK
CO
CO
CO
CO
CO
CO
57 00
Weir
00
Weir
58 00
TB
56 00
56 00
58 00
TB
58 00
TB5800
TB 57 00
Weir
50 50
Weir
48 50
Inv
50 50
Weir
53 50
TB
53 50
TB
59 00
TOP
58 05
Inv
57 50
Cap
58 00
TB
57 50
Cap
51 50
Inv6150
TOP
100 Yr. WSE = 652.39'
100 Yr. WSE = 661.28'OLR = 661.05 @ Sag inMulti-Use Trail
Catch Basin 2
BIO-RET B
Catch Basin 3
100 Yr. WSE = 645.51'Top Berm = 646.75'Catch Basin 4 LP 645.3923+46.16FF=664.98
GF=663.98
BF=656.38
FF=651.81
GF=650.81
BF=643.21
FF=655.05
GF=654.05
BF=646.45
FF=658.18
GF=657.18
BF=649.58
FF=660.89
GF=659.89
BF=652.29
FF=654.10
GF=653.10
BF=645.50
FF=656.86
GF=655.86
BF=648.26
FF=659.99
GF=658.99
BF=651.39
FF=663.79
GF=662.79
BF=655.19
FF=666.57
GF=665.57
BF=657.97
FF=668.09
GF=667.09
BF=659.49
FF=669.10
GF=668.10
BF=660.50
LOT
FF=669.85
GF=668.85
BF=661.25
FF=665.03
FF=663.36
GF=662.36
BF=654.76
64591
OLR
646 62
HP
646 23
HP
661 03
OLR 4.1%6.6%6.0%5.2%4.9%4.9%2.1%8.2%7.7%7.4%7.6%7.6%8.0%8.3%8.0%3.0%2.0%2.0%2.0%1.9%2.0%2.1%4.5%3.8%0.5%6.4%3.4%3.3%2.0%3.1%3.4%2.0%3.1%2.0%2.8%2.0%2.0%2.0%2.0%1.0%645 76
TC
645 74
TC
645 40
TC
645 41
TC
662 79
663 64
659 98 659 98
663 4866369
659 48 659 48
650 43 650 31
650 31
650 31
643 09
INV
663 65
649 81
650 40
648 04
649 13
650 21
HP
655 88
652 72
653 64
653 67
653 55
651 05
650 55
651 55
652 05
653 45
HP
656 68
656 80
655 18
654 18
653 68
654 68
656 77
658 60
659 39
659 51
659 48
657 89
657 39
656 39
656 89
656 60
HP
659 32
HP
661 79
HP
661 95
661 86
658 36
661 98
658 36
657 39
657 39
660 91
663 64
TC
664 32
HP
665 72 665 13 664 37 663 04 660 70
657 05
653 45
650 63
648 08
668 50 668 35
668 46
665 52
667 72 667 60
667 69
664 93
666 71 666 59
666 68
664 00
667 85 667 85 667 10 667 10
666 59
666 09
666 59
666 09
665 07
664 57
664 00
663 50
662 29
661 79
659 79
659 25
652 60
652 10
655 36
654 36
653 86
654 86
658 49
657 99
657 99
658 49
665 19 665 07
665 16
662 42
652 72
652 06
652 55
649 68
655 48
655 36
655 45
652 51
652 45
HP
658 61
662 41
658 49
658 58
655 65
662 38
662 29
659 53
667 90
HP
666 37
HP 665 04
HP
662 71
HP
657 80
BP
655 16
HP
656 43
663 41
TC
662 21 660 22
657 75
654 91
651 46
648 0464804 646 62
650 81
TOP
648 00
TOP
654 90
TOP
662 45
TOP
652 60
658 04
HP
663 53
651 50
OLR
662 95
HP
646 15
OLR
650 10
HP
655 40
HP
64056
INV66835668356676066760
663 03
HP
662 68
662 58
663 00
TC
663 82
EP
663 56
TC 663 60
CL
663 25
CL 663 36
TC 664 03 663 53
650660
660
660 642642
644
644646646
64
8
65265465
4654 65
4
654656
656
6566566566
5
6
658
658658
662
662662 66
2 662 66
2
664
666
668
662
664
6
5
0
6
6
0
64
6
6
4
8
65
2
65
4
6
5
6
6
5
8
662664666650646646646648652
660 654656658662664
666
6606
5
4
656658664666668668650
650 650660646648652
652 652654 654654656658662664666
666668
666
668
663 99
HP
663 92
663 82
TC66315
EP 663 02
TC
662 35
EP
66134
EP
662 35
TC
66162
TC
663 32
EP
664 82
EC 664 77
EC
664 87
EC
664 92
EC
664 28
FC
664 16
EP
664 32
FC
663 74
EC
663 79
EC
663 89
EC
663 68
TC 663 55
TC
2.4%MB
CONC. S/W
CONC. S/W
Ex. Lot 14
Ex. Lot 24
Ex. Lot 25
Ex. Lot 204
Ex. Lot 199Ex. Lot 198Ex. Lot 197Ex. Lot 196Ex. Lot 195
Ex. Lot 194
Ex. Lot 193
Ex. Lot 203
LYNNEHAVENSEC. 2 / PH. 1AINST. 0400106672.5' SIDEWALK ESMT.INST. NO. 040024106 NESCLIFFE CT.50' R/WFARMINGTON BLVD.
50' R/WLADYSLIPPER DR.54' R/WFH
2 - WV's 3 - WV's
MB MB MB
MB
MLP
TRB TVRB
W/M
WV
EX. 30" P
E
P
DRAINAGE ESMT.INST. NO. 040010667
15' WIDE SEWER ESMT.INST. NO. 030007982 15' WIDE W/L ESMT.INST. NO. 03000798215' WIDE W/L ESMT.INST. NO. 030007982 10' WIDE GAS PIPELINE ESMT.
W/M W/M
W/MEX.
24
"
RCP
20' WIDE SEWER ESM
T
.
INST. NO. 010017843
VARIABLE WIDTH W/L ESMT.INST. NO. 010017843CONC. S/WCONC. S/WEX. SHED(APPROX. LOC.)
EX. SAN. SEWER
EX. W/L (TYP.)
EX. W/L (TYP.)
EX. GAS LINE (TYP.)S 43°18'34" W979.98'EX. SAN. SEW. (TYP.)
EX. SIGNS
EX. SHEDOVERHANG
Ex. Lot 26
Ex. Lot 27
DECK
DECK
DECK
20' STORM ESMT
20' STORM ESMTSTORM DRAINAGE
& MAINT. ESMT
STORM DRAINAGE
& MAINT. ESMT
STORM DRAINAGE
& MAINT. ESMT STORM DRAINAGE & MAINT. ESMT30" X 19" HEHDPE
15" HDPE18" HDPE30" X 19" HERCP
15"
HDPE
15"
HDPE
15"
HDPE
15" HDPE15"HDPE18" HDPE15" HDPE
15" HDPE
15"
H
D
P
E
15
"
H
D
P
E
24" EX S
T
R
M
6" HDPE6" HDPE8" HDPE
1.8
1.9
1.5
1.6
1.3
1.4
2.3
2.2
2.1
3.2
3.3
6.5
6.2
6.36.4
6.1
CB1
CB2
CB3
CB4
1.2
EX9
19.2
STORM ESMT.U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS4102.dwg PLOTTED: 7/14/2022 12:12 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS4102 BYNO.DATEREVISIONSDHOLC20001
1" = 30'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF30 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601GRADING PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTMATCH CS4101MATCH CS4103MATCH CS4101NOTES:
1. ENGINEER DESIGN REQUIRED ON ALL FOUNDATIONS AND/OR SLABS
WITH GREATER THAN 8” FILL OR 24” CLEAN SAND/GRAVEL. FILL
SHALL BE DESIGNED AND COMPACTED BY A REGISTERED DESIGN
PROFESSIONAL PLEASE PROVIDE EXISTING CONTOUR ELEVATIONS.
20' WIDE DRAINAGE ESMT.15" PEP18" PEPPLAYSETDECK
PATIO
DECK
PATIO
PATIO
POOL
SHED
CONC.RET. WALLSHED
CONCRETE
RM2
RM2RM2CG-12ACG-12ACG-12ACG-12ACG-
1
2
A CG-12ACG-12ACG-
1
2
A CG-12ATYPE "C" SEPARATION BUFFER100' - LANDSCAPE SCREENTYPE "A" SEPARATION
B
U
F
F
E
R
50' - LANDSCAPE SCR
E
E
N
TYPE "A" SEPARATION
B
U
F
F
E
R
25' - FULL SCREEN7878LOT 31
8,004 SF
LOT 40
8,053 SF
LOT 32
8,005 SF
LOT 33
8,007 SF
LOT 34
8,008 SF
LOT 35
8,009 SF
LOT 36
8,010 SF
LOT 37
8,000 SF
LOT 38
8,000 SF
LOT 39
8,000 SF
LOT 167
2,556 SF
LOT 166
2,556 SF
LOT 165
3,621 SF
LOT 168
2,556 SF
LOT 169
2,556 SF
LOT 170
3,621 SF
LOT 1302,556 SFLOT 1312,556 SFLOT 1323,621 SFLOT 1292,556 SFLOT 1282,556 SFLOT 1272,556 SFLOT 1262,556 SFLOT 1253,621 SFLOT 1352,556 SFLOT 1342,556 SFLOT 1333,621 SFLOT 1362,556 SFLOT 1372,556 SFLOT 1382,556 SFLOT 1392,556 SFLOT 1403,621 SFLOT 1622,556 SFLOT 1632,556 SFLOT 1643,621 SFLOT 1612,556 SFLOT 1602,556 SFLOT 1592,556 SFLOT 1582,556 SFLOT 1573,621 SFLOT 1112,556 SFLOT 1102,556 SFLOT 1093,621 SFLOT 1122,556 SFLOT 1132,556 SFLOT 1142,556 SFLOT 1152,556 SFLOT 1163,621 SFLOT 1222,556 SFLOT 1232,556 SFLOT 1243,621 SFLOT 1212,556 SFLOT 1202,556 SFLOT 1192,556 SFLOT 1182,556 SFLOT 1173,621 SFLOT 1432,556 SFLOT 1422,556 SFLOT 1413,621 SFLOT 1442,556 SFLOT 1452,556 SFLOT 1462,556 SFLOT 1472,556 SFLOT 1483,621 SFLOT 1542,556 SFLOT 1552,556 SFLOT 1563,621 SFLOT 1532,556 SFLOT 1522,556 SFLOT 1512,556 SFLOT 1502,556 SFLOT 1493,621 SFLOT 1032,556 SFLOT 1022,556 SFLOT 1013,621 SFLOT 1042,556 SFLOT 1052,556 SFLOT 1062,556 SFLOT 1072,556 SFLOT 1083,621 SFLOT 173
2,556 SF
LOT 172
2,556 SF
LOT 171
3,621 SF
LOT 174
2,556 SF
LOT 175
2,556 SF
LOT 176
3,621 SF
LOT 179
2,556 SF
LOT 178
2,556 SF
LOT 177
3,621 SF
LOT 180
2,556 SF
LOT 181
3,621 SFGABRIEL CT.55' ROW - 25 MPHMAURY WAY (PRIVATE)
31' ACCESS ESMT.
HARDY WAY (PRIVATE)
31' ACCESS ESMT.WERTLAND PL. (PRIVATE)31' ACCESS ESMT.ADT=410
ADT=400
AD
T
=
4
8
0GABRIEL CT.55' ROW - 25 MPHCG-12C CG-12CCG-9B (TYP)CG-9B (TYP)
CG-9B (TYP)
CG-9B (TYP)
CG-9B (TYP)12+0013+0014+0015+0016+0017+0018+00 18+16
15+04
10+00
11+00
12+00
13+00
14+00
15+00
15+04
10+00
11+00
12+00
13+00
14+00
15+00 10+0011+0012+0013+0014+0015+0015+06CG-9B (TYP)10'18'10'18'10'18'
5' CONC SWLK
5' CONC SWLK
5' CONC SWLK
5' CONC SWLK5' CONC SWLK5' CONC SWLK5' CONC SWLK5' CONC SWLK5' CONC SWLK10' ASPHALT MULTI-USE TRAIL
LP
LP
LP
LP
LP
GAZEBO / PAVILION
10' LANDSCAPE ESMT20' ACTIVE
TYPE "A" SEPARATION
B
U
F
F
E
R
100' - NO SCREEN4+07 UNWRAP0+58 UNWRAP1+002+00 3+0025' ACTIVE 10'10'10'OPEN SPACE 1
15.4709 AC.
LOT 27
9,004 SF
5' CONC SWLK5' CONC SWLK5' CONC SWLK5' CONC SWLK5' CONC SWLK5' CONC SWLK10' LANDSCAPE ESMT119'22'NO PARK22'10'20'CG-12C
CG-12B
5' CONC SWLK
HP 670.21
13+99.03
LP 667.51
16+80.32 LP 659.4314+63.33LP 661.9414+66.01LP 668.1210+79.14FF=664.24
GF=663.91
FF=664.91
GF=664.58
FF=664.91
GF=664.58
FF=665.58
GF=665.25
FF=665.58
GF=665.25
FF=666.25
GF=665.92
FF=666.92
GF=666.59
FF=666.92
GF=666.59
FF=670.34
GF=670.01 FF=669.67
GF=669.34 FF=669.17
GF=668.84 FF=668.50
GF=668.17
FF=667.83
GF=667.50
FF=668.50
GF=668.17
FF=669.17
GF=668.84
FF=670.34
GF=670.01
GF=670.96
BF=663.36
FF=672.88
GF=671.88
BF=664.28
FF=674.38
GF=673.38
BF=665.78
FF=674.88
GF=673.88
BF=666.28
FF=672.38
GF=671.38
BF=663.78
FF=671.88
GF=670.88
BF=663.28
FF=670.88
GF=669.88
BF=662.28
FF=671.88
GF=670.88
BF=663.28
FF=672.88
GF=671.88
BF=664.28
FF=674.38
GF=673.38
BF=665.78
FF=674.88
GF=673.88
BF=666.28
W/O FF=664.24
GF=663.91
FF=664.91
GF=664.58
FF=664.91
GF=664.58
FF=665.58
GF=665.25
FF=665.58
GF=665.25
FF=666.25
GF=665.92
FF=666.92
GF=666.59
FF=666.92
GF=666.59
FF=667.83
GF=667.50
FF=668.50
GF=668.17
FF=668.50
GF=668.17
FF=669.17
GF=668.84
FF=669.17
GF=668.84
FF=669.67
GF=669.34
FF=670.34
GF=670.01
FF=670.34
GF=670.01
FF=665.03
GF=664.70
FF=665.03
GF=664.70
FF=665.03
GF=664.70
FF=664.37
GF=664.04
FF=664.37
GF=664.04
FF=664.37
GF=664.04
FF=663.98
GF=663.65
FF=663.31
GF=662.98
FF=663.98
GF=663.65
FF=663.98
GF=663.65
FF=662.07
GF=661.74
FF=662.74
GF=662.41
FF=663.41
GF=663.08
FF=664.08
GF=663.75
FF=664.08
GF=663.75
FF=664.75
GF=664.42
FF=665.42
GF=665.09
FF=665.42
GF=665.09
FF=665.99
GF=665.66
FF=666.66
GF=666.33
FF=667.33
GF=667.00
FF=668.00
GF=667.67
FF=668.67
GF=668.34
FF=669.34
GF=669.01
FF=670.01
GF=669.68
FF=670.01
GF=669.68
FF=661.73
GF=661.40
FF=665.75
GF=665.42
FF=666.12
GF=665.79
FF=666.79
GF=666.46
FF=667.46
GF=667.13
FF=668.13
GF=667.80
FF=668.80
GF=668.47
FF=669.47
GF=669.14
FF=670.14
GF=669.81
FF=670.14
GF=669.81
FF=662.40
GF=662.07
FF=663.07
GF=662.74
FF=663.74
GF=663.41
FF=664.41
GF=664.08
FF=665.08
GF=664.75
FF=665.75
GF=665.42
W/O
W/O
PARTIAL
W/O
FF=662.71
GF=662.38
FF=662.71
GF=662.38
FF=662.34
GF=662.01
FF=662.34
GF=662.01
FF=661.67
GF=661.34
FF=661.67
GF=661.34
FF=661.67
GF=661.34
07
662 76
67138
667 89
665 56
662 42
660 01
660 50
665 33
663 80
663 92
OLR
660 06
SP
662 66
SP
659 62
662 01
668 06
667 87
667 79
HP
664 31
662 45
66198
662 21
663 03
66021
HP
662 20
HP 66145
LP
66189
LP
4.8%6.0%4.1%3.5%3.1%4.0%4.0%3.8%4.2%4.1%3.0%3.1%3.3%3.1%3.4%3.7%5.1%
3.8%
4.1%
4.6%
4.4%
5.8%
6.4%
6.1%
6.1%
6.3%
6.3%
6.5%
6.7%
3:1
2.0%
2.0%2.0%
2.0%2.0%
2.1%
2.7%5.5%
4.1%7.6%
6.7%
9.1%
8.8%
6.7%
6.4%
4.6%
3.5%2.5%
2.6%3.6%
2.0%8.4%
5.4%
6.1%
2.9%9.3%
2.4%10.0%
8.3%
8.7%
4.5%12.5%
12.5%5.3%
11.7%4.9%3.0%3.1%4.8%4.1%3.8%3.4%3.1%4.0%4.0%3.8%6.6%5.9%5.6%5.2%4.9%5.8%5.8%5.6%6.4%6.7%7.0%6.5%7.2%7.5%6.6%6.1%2.0%8.0%8.7%7.8%6.9%6.1%5.2%5.0%8.3%7.3%6.7%4.4%7.4%4.6%5.5%2.0%2.0%6.3%7.2%8.1%7.7%6.8%6.9%7.0%7.1%7.2%7.3%2.0%2.0%3:12.1%
2.0%2.0%2.0%3.8%2.0%6.6%
6.4%
6.1%
7.5%
8.0%2.0%2.1%2.0%2.0%2.0%1.0%1.0%1.0%1.0%1.0%3.1%1.9%2.0%2.3%2.0%2.0%2.0%2.0%669 35
669 10
TC
669 25
TC
670 20
TC
669 21
TC
660 77
EP
668 90
TC
667 70
TC
667 70
TC
668 00
TC
667 33
EP
662 06
TC
662 17
TC
662 02
TC66176
TC
662 06
TC
662 93
TC
662 87
TC
660 49
TC
659 73
TC
658 54
EP
663 53
66104
66162
TOP
663 536642066420664476648066540
664 71
666 21 665 8066595
662 486628966330663716641166452664936651066559
669 68
669 05
669 66 669 63
666 60
665 90
HP
664 60
BP
667 01
666 09
667 39
666 49
668 71
669 22
668 53
668 86
668 12
668 39
667 72
668 06
667 31
667 72
666 90
670 33
670 50
668 49
668 50 668 00
663 64
TC
663 40
664 23
664 19
664 08
663 80
663 86
663 75
662 17
663 30
663 06
662 82
662 58
662 34
66177
66166
661 42
66118
660 94
660 70
664 32
HP
663 66
663 07
HP
663 27
66150
660 84
660 67
663 27
662 00
66163
660 96
660 41
662 05
66143
HP
668
668 65
666 50
BP
667 00
669 75
HP
668 00
668 00
670 50
669 3567100
HP
669 10
665 11
BP
667 00
665 61
WO
673 00
669 80
670 05
672 00
HP
666 50
BP
665 61
WO
673 00
670 40
668 24
67100
668 60
669 10
669 97
670 00
67100
667 70
667 08
668 38
667 75
669 25
670 50 668 05
670 54
HP
668 75
668 09
664 60
666 71
670 00
HP
669 00
HP
669 00
HP
667 85
663 93
664 26
670 50 668 57
668 83
663 67
BP
663 72
670 00
HP
670 50
HP
665 11
WO
663 76
BP
665 11
WO
665 61
WO
665 61
WO 673 00
672 00
HP
672 50
HP
665 61
WO
667 80
669 37
668 71
669 22
668 53
663 53
662 48
663 79
662 89
664 13
663 30
664 46
663 71
664 80
664 12
665 40
664 52
665 80
664 93
665 95
665 10
666 21
66102
667 53
666 09
667 5366780
666 50
668 13
666 90
668 47
667 31
668 80
667 72
669 17
669 40
668 13
669 81
668 54
669 95
668 71
670 21
663 61
664 03
66104
664 45
663 03
664 30
662 83
663 90
662 35
663 30
66187
662 96
66139
662 56
660 91
66189
660 43
66129
659 95
664 51
HP
665 59
665 89
HP
669 27
670 02
HP
663 48
TOP
663 98
OLR
669 10
HP
662 20
659 68
660 92
BP
663 41
HP
669 30
665 28
669 04
667 27
668 89
667 07
668 49
666 59
667 82
666 11
667 15
665 63
666 48
665 15
665 81
664 67
665 28
664 19
667 80
667 82
659 68
662 73
663 61
667 84
667 69
659 32
TC
664 64
663 03
661 42
659 95
658 56
TC
660 72
HP
665 15
664 19
664 69
HP
668 91
667 27
665 68
664 67
666 35
665 15
667 02
665 63
667 69
666 11
668 36
666 59
668 76
667 07
66192
660 43
662 42
660 91
662 92
66139
663 43
66187
663 93
662 35
664 44
662 83
658 84
TC 658 82
TC65882
EC65862
EC
668 86
66102
665 04
668 28
HP
660 18
TC
662 63
TC
663 41
TC
665 61
WO
665 11
BP
664 61
BP
664 61
BP
664 50
BP
664 50
BP
667 25
BP
668 75
BP
669 77
BP
67150
673 50
673 50
673 00
67150
669 50
659 37
TOP
6613666203662706630366337664046643866528
669 30
664 20664726652366575666266667766729
663 53
664 17
6610266169663036637066437664716651566565665826664966716667836685066884
665 04
662 36
663 53
666 21
663 5366387664206645466487665546658866660
669 63
667 12667466677966813668466689666930
663 53
670 21
663 536635366386664546648766554665886675366753667876682066853668876695466988
666 21
664 20
670 56
669 17
HP 664 65
66128
HP
672 00
672 00
670 50
669 50
669 50
669 55
670 21
670 37
670 32
670 00
669 31
669 05
HP
667 50
BP
665 25
667 75
665 00
665 00
665 11
665 00
662 95
662 63
662 31
662 21
662 10
662 00
66134
66100
660 67
660 67
66171
66192
662 14
662 23
662 50
662 77
663 77
662 57
662 80
663 10
663 01
660 67
660 50
660 34
660 1766067
663 74
668 32
660 52661196625366320
663 87
664 2166515665326659966666667336680066816
66186
664 65 664 54
66147
660 02
66152
660 12
66113
659 78
66120
659 54
66107
659 30
658 60
665 28665956666266729667966686366897
66110
TC
660 94
TC
669 13
BP
669 03
668 77
663 03
HP
662 68
662 58
663 00
TC
663 82
EP
663 56
TC 663 60
CL
659 55
TC
660 49
TC
663 25
CL 663 36
TC
664 59
BP
660 59
TC
66137
TC
660 08
BP
664 03 663 53
662 87
663 37
663 37
662 98
663 37 663 09
663 37 663 20
663 59 663 31
663 81 663 42
660 84
BP
662 48
BP
660 61
EP
668 23
TC
670 22
TC 670 22
TC
3:1
6566
5
8660660
660
660
662662664
66
4
6
6
4
662 656660658662664664
666668660662664666668660662662
664
660656656658662662662
6646
6
4
670
666
668 662664666668670670
6
7
0
662662664664664 664666666666666
666666668668664666668664666668
662
664
66
0
66
2
664
666
670670668668
670
664666668
668
664
666
668 12
CL
52
668 08
EP
0.
7
%2.0%668 34
EP
667 90
EP
0.
8
%2.0%
668 39
EP
668 40
EP
668 82
EP
668 94
EP
668 50
EP 668 98
EP
667 98
EP
668 50
EP
668 24
EP
668 24
EP
668 53
RP
663 99
HP
663 92
663 82
TC66315
EP 663 02
TC
662 35
EP
66134
EP
662 35
TC
66162
TC
663 32
EP
664 82
EC 664 77
EC
664 87
EC
664 92
EC
664 28
FC
664 16
EP
664 32
FC
663 74
EC
663 79
EC
663 89
EC
663 68
TC 663 55
TC
2.4%COCOCOCOCOCOCOCOCOCO20' STORM ESMT
20' STORM ESMT
20' STORM ESMT
20' STORM ESMT
20' STORM ESMT20' STORM E
S
M
T
STORM DRAINAGE
& MAINT. ESMT
20' STORM ESMT 20' STORM ESMT20
'
S
T
O
R
M
E
S
M
T 15" HDPE15" HDPE
15" HDPE15" HDPE15"HDPE15"HDPE15
"
H
D
P
E
15" RCP CL III15
"
H
D
P
E
15" RCP CL III
15" HDPE 15" HDPE15" HDPE15"HDPE18" HDPE
24" HDPE24" HDPE
24" HDPE18"HDPE18" HDPE15" HDPE15.4 15.3
15.2 15.1
14.1
14.2
13.1
13.6
13.3
11.1
14.3
11.4
11.5
11.6
11.3
17.2
13.7
13.2
13.5
12.1
12.2
17.1
15.5
13.4
CB3
19.2
19.115" HDPE
STORM ESMT.
57 Weir
58 00
TB
56TB
T
o
p
B
e
r
m
=
6
5
6
.
0
0
'
Top Berm = 657.33'
Top Berm = 657.33'
100 Yr. WSE = 655.07'
Forebay 2
Forebay 1
100 Yr. WSE = 661.28'OLR = 661.05 @ Sag inMulti-Use Trail
100 Yr. WSE = 653.16'
100 Yr. WSE= 655.23'
Ditch A
See Sheet 72 Ditch B
See Sheet 72
Ditch C
See Sheet 72
Ditch C
See Sheet 72
Ditch D
See Sheet 72
Ditch D
See Sheet 72
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS4103.dwg PLOTTED: 7/14/2022 12:14 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS4103 BYNO.DATEREVISIONSDHOLC20001
1" = 30'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF31 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601GRADING PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTMATCH CS4102MATCH CS4101
MATCH CS4105 MATCH CS4105
MATCH CS4101
NOTES:
1. ENGINEER DESIGN REQUIRED ON ALL FOUNDATIONS AND/OR SLABS
WITH GREATER THAN 8” FILL OR 24” CLEAN SAND/GRAVEL. FILL
SHALL BE DESIGNED AND COMPACTED BY A REGISTERED DESIGN
PROFESSIONAL PLEASE PROVIDE EXISTING CONTOUR ELEVATIONS.
RM2RM2CG-12A
CG-12ACG-12B
CG-12B
LOT 40
8,053 SF
20'x20'
DUMPSTER
PAD
AGE RESTRICTED
APARTMENTS NORTH
4-STORY - 24 UNIT
HEIGHT = 48.26'
10,490 SF GFA /41,960 SF TO
T
A
L
FFE=672.69
AGE RESTRICTE
D
APARTMENTS S
O
U
T
H
4-STORY - 24 UN
I
T
HEIGHT = 48.26'
10,490 SF GFA/4
1
,
9
6
0
S
F
T
O
T
A
L
FFE=673.07GABRIEL CT.55' ROW - 25 MPH2
7
'R
5'
R
R50' FC3
6
'
R
CG-12C CG-12CCG-618+00 18+16 15+0015+065' CONC SWLK10' ASPHALT MULTI-USE TRAIL
LP
LP
LP10' LANDSCAPE ESMT1+002+00 3+0050'ACCESS ESMT.CG-6R (TYP)
OPEN SPACE 1
15.4709 AC.
OPEN SPACE 1
15.4709 AC.
27'R
5' CONC SW
L
K
5' CONC SW
L
K CG-12BCG-12C
CG-12C
CG-6R (TYP)
PRIVATE SANITARY LATERAL
SEE PLUMBING PLAN (BY OT
H
E
R
S
)CO20' STORM E
S
M
T
STORM DRAINAGE
& MAINT. ESMT
20
'
S
T
O
R
M
E
S
M
T
STORM DRAINAGE
& MAINT. ESMT
S
TO
RM
D
R
A
IN
AG
E
&
M
A
I
N
T
.
E
SM
T
STORM DRAINAGE& MAINT. ESMTSTORM DRAINAGE
& MAINT. ESMT15" HDPE15" RCP CL III15
"
H
D
P
E
15" HDPE
24" HDPE
24" HDPE
18" HDPE
15" HDP
E15"
HDPE
15.2 15.1
13.113.3
18.1
17.2
17.1
21.5
21.1
21.2
21.4
21.3
23.322.2
12" HDPE
22.1
12" H
D
P
E
23.1
D
23.2
F.D.C.F.D.C.WMBFPWMBFPU22
U21
69 50
TB
68 50
Weir
69 50
TB6950
TB
68 00
69 00
Weir
69 00
Weir
70 00
TB
70 00
TB
69 00
Cap
69 50
Cap
69 50
Cap
69 50
Cap
68 50
Weir
68 50
Weir
62 60
Inv
BIO-RET C
BIO-RET D
Ditch C
See Sheet 72
Ditch C
See Sheet 72
Ditch D
See Sheet 72
2
3
4
5
6
7
8
9
1 PIN 55-A-202CHARLES D. LLOYDINST. 100001953PIN 55-A-203CHARLES D. LLOYDDB 820 PG 345
PIN 65-A-21ROCKY J. RHODESINST. 060023931
PATTON SUBDIV
I
S
I
O
N
DB 218 PG 370
ORRICK COMMONSSUBDIVISION LOT 5
20' FCSA SA
N.
E
S
M
T.
INST. NO. 08
0
0
0
6
2
8
6
20' FCSA W/L
E
S
M
T
.INST. NO. 080
0
0
6
2
8
6
PATIO
SHED
SHED
CONCRETE
ORRICK COMMONSSUBDIVISION LOT 6
FF=672.38
GF=671.38
BF=663.7807
676 26 675 89
67138
672 90
667 89
674 70
20
676 82
16
673 09
67191
662 59
672 56
672 09
2.0%
6.7%
6.4%
3.5%2.5%
2.0%
1.4%670 07
HP
670 99
TC
669 35
TC
67168
TC
671 45
TC
672 60
TC
671 74
TC
670 00
TC
669 85
TC
668 88
TC
670 85
TC
669 19
TC
658 54
EP 660 67
660 96
668 24
67100
668 60
669 10
669 97
670 00
67100
668 38
669 25
670 668 05
670 54
HP
668 75
670 00
HP
658 56
TC
658 84
TC 658 82
TC65882
EC65862
EC
668 86
668 75
BP
669 77
BP
670 56
OLR
663
658 60
670 52
EP
671 94
TC
67160
EP
67151
HP
669 95
EP
668 23
TC
669 86
CL
67112 670 95
670 03
CL
669 74
CL
669 14
CL
668 67
CL
6
5
8
670
662664666668672
674
67
4
676
6
7
667667
66766
7
6
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67
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670
662
664
6
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6
668
672
674
670672662 656660658662664666668670
670
666
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672 670670670668
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6
7
0
670
672
672670668 12
CL
67167
CL
670 62
TC
669 64
EP
671 61
TC
670 08
TC
0.2%
0.3%
670 51
EP
67143
EP
0.8%
1.3%
67150
EP
67127
EP
670 93
EP
669 66
EP
670 04
TC67028
HP
669 51
EP
669 03
EP
668 55
EP66881
EP
668 80
EP
668 52
EP
668 52
EP
668 08
EP
668 96
EP
2.0%1.0%2.8%0.
7
%2.0%2.0%1.0%0.9%670 26
669 02
EP
670 62
668 34
EP
667 90
EP
2.0%0.7%0.5%0.
8
%
1.4%
2.4
%
668 86
EP
668 00
669 80
EP
670 05
EP
670 29
EP
2.0%2.0%1.0%2.0%
668 39
EP
668 40
EP
668 82
EP
668 94
EP
668 50
EP 668 98
EP
667 98
EP
668 50
EP
668 24
EP
668 24
EP
669 79
EP
670 94
EP
67193
EP 0.9%2.0%
2.7%
670 68
CL
669 87
CL
670 07
CL0.2%670 25
EP
670 60
EP
670 64
EP 67119
EP
2.0%
671 41
EP
67114
EP
670 91
EP
669 88
EP
669 73
EP
668 74
EP
668 53
RP
1.0%0.2%-2.0%67131U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS4105.dwg PLOTTED: 7/14/2022 12:16 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS4105 BYNO.DATEREVISIONSDHOLC20001
1" = 30'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF32 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601GRADING PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT----
MATCH CS4103MATCH CS4103
NOTES:
1. ENGINEER DESIGN REQUIRED ON ALL FOUNDATIONS AND/OR SLABS
WITH GREATER THAN 8” FILL OR 24” CLEAN SAND/GRAVEL. FILL
SHALL BE DESIGNED AND COMPACTED BY A REGISTERED DESIGN
PROFESSIONAL PLEASE PROVIDE EXISTING CONTOUR ELEVATIONS.
CG-12ACG-12BCG-12BAGE RESTRICTEDAPARTMENTS NORTH4-STORY - 24 UNITHEIGHT = 48.26'10,490 SF GFA /41,960 SF TOTALFFE=672.69AGE RESTRICTEDAPARTMENTS SOUTH4-STORY - 24 UNITHEIGHT = 48.26'10,490 SF GFA/41,960 SF TOTALFFE=673.07LPCG-12BCG-6R (TYP)F.D.C.F.D.C.671 69
TC
670 6726726726
7
2
670
6
7
2
6
9
673 07
673 07
673 07
673 07
673 07
673 07
672 97
EC
672 97
EC
672 73
EC
672 73
EC
-2.0%-4.9%-2.0%
-0.7%
672 00
672 10
EP
672 08
EP
671 97
672 73
EC
672 75
EC
672 14
FC
672 14
TC 672 24
EC
672 24
EC67214
FC
672 14
TC
671 85
EC
672 77
EC
672 63
TC
672 63
TC
672 84
TC
672 94
EC
672 34
EP
672 69
TC
672 03
EP
672 35
TC
671 68
EP
672 67
TC
672 17
EP
672 34
TC
671 84
EP
672 16
TC67150
EP
671 72
TC
671 06
EP 671 02
EP
672 45
EC
670 62
EP
671 29
TC
672 06
TC67205
TC
672 38
TC
672 61
TC
67138
EP
671 39
EP
671 71
EP
671 94
EP
672 74
EC 672 81
EC
672 56
EC
672 65
EC
671 94
TC
671 28
EP
672 13
EP67204
-0.5%
-2.0%
-2.0%-2.0%-2.0%671 39
EC
671 00
EC
670 91
TC
670 96
EC
670 87
TC
670 94
EC
670 85
TC
670 92
EC
670 82
TC
670 37
FC
670 21
EP
670 35
FC
670 18
EP
670 86
TC
670 20
EP
67115
TC
670 48
EP
671 25
EC
672 4467257
672 52
673 02
673 02
671 35
EC
673 02
673 02
672 63
672 63
672 37
672 32
672 01
671 95
-2.0%-4.5%
-2.0%
-4.5%
-2.0%
672 04
HP
672 04
672 24
672 21
672 38
672 42
672 64
672 64
672 69
672 69
-2.0%
672 14
672 64
672 64
672 69
672 69
-2.0%-4.5%
672 07
671 99
671 89
670 96
EC
670 95
TC
670 29
EP
672 69
672 69 672 69
672 69
672 69
672 69
67112
TC
672 69
672 69 671 22
EC
670 46
EP
-2.0%
672 40
EC
-2.0%672 30
TC
671 97
EP
-2.0%-4.9%-2.0%
672 59
EC
672 59
EC
672 35
EC
672 35
EC
672 25
TC
672 25
TC
672 14
FC
672 63
TC
672 15
672 65
TC
672 18
EC
67156
EC
671 43
EC
67181
EC
672 08
TC
671 46
TC
671 33
TC
67171
TC
671 58
FC
671 46
FC
671 33
FC
671 21
FC
-2.0%
670 96
670 84
671 28
EP
67116
EP
670 64
EC
670 40
EC
669 98
TC
669 49
FC
669 31
EP
669 43
TC
669 43
FC
669 26
EP
669 38
TC
669 38
FC
669 21
EP
669 90
TC
669 39
FC
669 22
EP
670 40
670 35
EC
670 12
TC
670 39
TC
669 46
EP
669 72
EP
670 54
TC
669 87
EP
670 65
TC
670 09
EP
671 53
EP67190
671 99
671 71
EP
671 66
67115
EP
671 40
670 76
EP
67138
670 72
EP
671 67
TC
671 00
EP
670 44
EP
67111
TC
671 21
EC
671 26
TC
670 59
EP
671 36
EC
671 77
EC
672 01
672 12
EC-2.0%673 07
673 07
673 07
673 07
672 05
-2.0%-2.0%-2.1%
672
672
67067080RIM6
7
0
7
5
RIM
672
672
6
7
2 672672 84
672 67
672 48
672 23
671 97
HP1.1%-3.9%0.2%-2.0%U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS4105A.dwg PLOTTED: 7/14/2022 12:18 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS4105A BYNO.DATEREVISIONSDHOLC20001
----
CJM
----
DLF
SHEET
APPROVED BY
OF32A 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 10'20'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTH
APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601DETAILED GRADING PLAN (APARTMENTS)WINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS4500.dwg PLOTTED: 7/14/2022 1:19 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS4500 BYNO.DATEREVISIONSDHOLC20001
1" = 80'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF33 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601SITE DETAILSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTHANDICAP SIGN DETAIL
NOT TO SCALE
NOT TO SCALE
STOP SIGN - DETAIL
STANDARD TRASH ENCLOSURE DETAIL9"8"6"3'-0"7"6"6"2"8"3'-0"6'-6"6"6"
16'-0"
14'-0"
A
6"
6"
6"
A
Ex. Lot 119
Ex. Lot 117
Ex. Lot 118
Ex. Lot 193
Ex. Lot 192
Ex. Lot 120
Ex. Lot 14
Ex. Lot 15
Ex. Lot 16
PIN 55J-1-9-204ABRIARWOOD ESTATES H.O.A.INST. 040013356
OPEN SPACE
Ex. Lot 13
ARDEYTH LN.54' R/WFARMINGTON BLVD.
60' R/W
EX. SAN. SEWER SAN. LAT.GLM3 - WV's
2 - WV's
TVRB
TRB
MLP
CONC. S/W
CONC. S/WMBMB
TR TVRB
TR
EX. 15" P
E
P
EX. 18" PEPEX. 18" PEPW/M
FH
W/M
20' WIDE SEWER ESMT.INST. NO. 050028042
20' WIDE W/L ESMT.INST. NO. 050028042
20' WIDE DRAINAGE ESMT.INST. NO. 050028042EX. SAN. SEWER
EX. W/L
GARDEN
DECK
PATIO
DECKPATIO
DECK SHED
SHED PATIOAREA
EX. STOPSIGN
STEEPLECHASESUBDIVISIONINST. 050028042Ex. Lot 12Ex. Lot 11
CG-12AC
G
-
1
2
A
LOT 1
10,319 SF
LOT 2
8,350 SF
LOT 3
8,348 SF
LOT 4
8,346 SF
LOT 5
8,344 SF
LOT 6
8,343 SF
LOT 21
8,001 SF
LOT 22
8,000 SF
LOT 23
8,000 SF
LOT 24
8,000 SF
LOT 25
12,523 SF
LOT 26
8,816 SF
LOT 28
10,176 SF
LOT 29
8,002 SF
LOT 30
8,003 SF
LOT 31
8,004 SF
LOT 1112,556 SFLOT 1102,556 SFLOT 1093,621 SFLOT 1122,556 SFLOT 113LOT 1032,556 SFLOT 1022,556 SFLOT 1013,621 SFLOT 1042,556 SFLOT 1052,556 SFLOT 1062,556 SFLOT 1072,556 SFLOT 1083,621 SFOPEN SPACE 2
1.5522 AC.GABRIEL CT.55' ROW - 25 MPHFARMINGTON BLVD.
55' ROW - 25 MPH
5' CONC SWLK5' CONC SWLK5' CONC SWLK
5' CONC SWLK
5' CONC SWLK
5' CONC SWLK
OPEN SPACE 1
15.4709 AC.
LP
LP
LOT 27
9,004 SF
5.5' PED ESMT.5' CONC SWLKPR. MONUMENT SIGN LOCATION
419 SF ENTRY MONUMENT ESMT.
(REQUIRES SEPARATE PERMIT)
10' LANDSCAPE ESMT
10' LANDSCAPE ESMT6A 6
8" SDR-35/26 @ 3.66%
S6A
5
8" SDR-35/26 @ 0.50%
S6
8" SDR-35/26 @ 2.67%
S5
4A
8" SDR-35/26 @ 0.50%8" SDR-35/26 @ 0.50%S6BCO CO CO CO
COCOCOCOCOSTORM ESMT
20' STORM ESMT
STORM DRAINAGE
& MAINT. ESMTSTORM DRAINAGE& MAINT. ESMTSTORM DRAINAGE
& MAINT. ESMT
WATERLINE "A"
CONNECT TO EXISTING FH
0+00
1+00 2+00 3+00 4+00 5+00 6+000+001+002+001 - 8" TEE
3 -8" GV
WATERLINE - BWATERLINE - A WATERLINE - A17'FREDERICK WATER ESMT.FREDERICK WATER ESMT.17'FREDERICK WATER ESMT.ARV
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS5001.dwg PLOTTED: 7/14/2022 1:20 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS5001 BYNO.DATEREVISIONSDHOLC20001
1" = 30'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF34 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS----MATCH CS5002
MATCH CS5003
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601UTILITY PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTMATCH CS5003 MATCH CS5002
MB
CONC. S/W
CONC. S/W
Ex. Lot 14
Ex. Lot 24
Ex. Lot 25
Ex. Lot 204
Ex. Lot 199Ex. Lot 198Ex. Lot 197Ex. Lot 196Ex. Lot 195
Ex. Lot 194
Ex. Lot 193
Ex. Lot 203
LYNNEHAVENSEC. 2 / PH. 1AINST. 0400106672.5' SIDEWALK ESMT.INST. NO. 040024106 NESCLIFFE CT.50' R/WFARMINGTON BLVD.
50' R/WLADYSLIPPER DR.54' R/WFH
2 - WV's 3 - WV's
MB MB MB
MB
MLP
TRB TVRB
W/M
WV
EX. 30" P
E
P
DRAINAGE ESMT.INST. NO. 040010667
15' WIDE SEWER ESMT.INST. NO. 030007982 15' WIDE W/L ESMT.INST. NO. 03000798215' WIDE W/L ESMT.INST. NO. 030007982 10' WIDE GAS PIPELINE ESMT.
W/M W/M
W/MEX.
24
"
RCP
20' WIDE SEWER ESM
T
.
INST. NO. 010017843
VARIABLE WIDTH W/L ESMT.INST. NO. 010017843CONC. S/WCONC. S/WEX. SHED(APPROX. LOC.)
EX. SAN. SEWER
EX. W/L (TYP.)
EX. W/L (TYP.)
EX. GAS LINE (TYP.)S 43°18'34" W979.98'EX. SAN. SEW. (TYP.)
EX. SIGNS
EX. SHEDOVERHANG
Ex. Lot 26
Ex. Lot 27
DECK
DECK
DECK
LOT 7
10,741 SF
LOT 8
10,740 SF
LOT 10
10,874 SF
LOT 11
10,778 SF
LOT 12
9,920 SF
LOT 13
8,918 SF
LOT 14
8,000 SF
LOT 9
10,739 SF
LOT 15
8,423 SF
LOT 16
8,425 SF
LOT 17
8,107 SF
LOT 18
8,615 SF
LOT 19
8,609 SFLOT 20
8,427 SF
OPEN SPACE 3
0.3772 AC.
FARMING
T
O
N
B
L
V
D.
55' ROW -
2
5
M
P
H
5.5' PED ESMT.
5' CONC SWLK
5' CONC SWLK
30 LF - GUARD RAIL - GR-2
EXTEND 4' SWLK WITH ASPHALT
TRANSITION TO 10' ASPHALT MULTI-USE TRAIL
OPEN SPACE 1
15.4709 AC.10' ASPHALT MULTI-USE TRAILOPEN SPACE 1
15.4709 AC.5' CONC SWLK5' CONC SWLKPR. MONUMENT SIGN LOCATION
388 SF ENTRY MONUMENT ESMT.
(REQUIRES SEPARATE PERMIT)
10' LANDSCAPE ESMT 10' LANDSCAPE ESMT
CG-12C
CG-12B
5' CONC SWLK
3
8" SDR-35/26 @ 2.67%
2
8" SDR-35/26 @ 0.50%
S3
1
8" SDR-35/2
6
@
2.
9
9
%
S2
EX
8" SDR-35/26 @ 0.50%
S1
4
8" SDR-35/26 @ 0.50%
S4
4A
8" SDR-35/26 @ 0.50%8" SDR-35/26 @ 0.50%S4ACO
CO
CO
CO
CO
CO
20' STORM ESMT
20' STORM ESMTSTORM DRAINAGE
& MAINT. ESMT
STORM DRAINAGE
& MAINT. ESMT
STORM DRAINAGE
& MAINT. ESMT STORM DRAINAGE & MAINT. ESMTSTORM ESMT.
WATERLINE "A"
CONNECT TO EXISTING
WATERLINE "G"
CONNECT TO EXISTING
7+00 8+00 9+00
10+00
11+00
12+00 13+0013+21
0+001+002+000+001+001+98WATERLINE - A
WATERLINE - AWATERLINE - G30'FREDERICK WATER ESMT.1 - 8" TEE
3 -8" GV
1 - 8" TEE
3 -8" GV
FH
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS5002.dwg PLOTTED: 7/14/2022 1:22 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS5002 BYNO.DATEREVISIONSDHOLC20001
1" = 30'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF35 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGSMATCH CS5001
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601UTILITY PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT MATCH CS5003MATCH CS5001
20' WIDE DRAINAGE ESMT.15" PEP18" PEPN 65°45'33" W
79.64'
N 64°49'53" W
138.60'
N 65°53'40" W
204.34'N 35°18'07" E1166.98'PLAYSETDECK
PATIO
DECK
PATIO
PATIO
POOL
SHED
CONC.RET. WALLSHED
CONCRETE CG-12ACG-12ACG-12ACG-12ACG-
1
2
A CG-12ACG-12ACG-
1
2
A CG-12ATYPE "C" SEPARATION BUFFER100' - LANDSCAPE SCREENTYPE "A" SEPARATION
B
U
F
F
E
R
50' - LANDSCAPE SCR
E
E
N
TYPE "A" SEPARATION
B
U
F
F
E
R
25' - FULL SCREEN
LOT 31
8,004 SF
LOT 40
8,053 SF
LOT 32
8,005 SF
LOT 33
8,007 SF
LOT 34
8,008 SF
LOT 35
8,009 SF
LOT 36
8,010 SF
LOT 37
8,000 SF
LOT 38
8,000 SF
LOT 39
8,000 SF
LOT 167
2,556 SF
LOT 166
2,556 SF
LOT 165
3,621 SF
LOT 168
2,556 SF
LOT 169
2,556 SF
LOT 170
3,621 SF
LOT 1302,556 SFLOT 1312,556 SFLOT 1323,621 SFLOT 1292,556 SFLOT 1282,556 SFLOT 1272,556 SFLOT 1262,556 SFLOT 1253,621 SFLOT 1352,556 SFLOT 1342,556 SFLOT 1333,621 SFLOT 1362,556 SFLOT 1372,556 SFLOT 1382,556 SFLOT 1392,556 SFLOT 1403,621 SFLOT 1622,556 SFLOT 1632,556 SFLOT 1643,621 SFLOT 1612,556 SFLOT 1602,556 SFLOT 1592,556 SFLOT 1582,556 SFLOT 1573,621 SFLOT 1112,556 SFLOT 1102,556 SFLOT 1093,621 SFLOT 1122,556 SFLOT 1132,556 SFLOT 1142,556 SFLOT 1152,556 SFLOT 1163,621 SFLOT 1222,556 SFLOT 1232,556 SFLOT 1243,621 SFLOT 1212,556 SFLOT 1202,556 SFLOT 1192,556 SFLOT 1182,556 SFLOT 1173,621 SFLOT 1432,556 SFLOT 1422,556 SFLOT 1413,621 SFLOT 1442,556 SFLOT 1452,556 SFLOT 1462,556 SFLOT 1472,556 SFLOT 1483,621 SFLOT 1542,556 SFLOT 1552,556 SFLOT 1563,621 SFLOT 1532,556 SFLOT 1522,556 SFLOT 1512,556 SFLOT 1502,556 SFLOT 1493,621 SFLOT 1032,556 SFLOT 1022,556 SFLOT 1013,621 SFLOT 1042,556 SFLOT 1052,556 SFLOT 1062,556 SFLOT 1072,556 SFLOT 1083,621 SFLOT 173
2,556 SF
LOT 172
2,556 SF
LOT 171
3,621 SF
LOT 174
2,556 SF
LOT 175
2,556 SF
LOT 176
3,621 SF
LOT 179
2,556 SF
LOT 178
2,556 SF
LOT 177
3,621 SF
LOT 180
2,556 SF
LOT 181
3,621 SFGABRIEL CT.55' ROW - 25 MPHMAURY WAY (PRIVATE)
31' ACCESS ESMT.
HARDY WAY (PRIVATE)
31' ACCESS ESMT.WERTLAND PL. (PRIVATE)31' ACCESS ESMT.GABRIEL CT.55' ROW - 25 MPHCG-12C CG-12C5.5' PED ESMT.
5.5' PED ESMT.
5' CONC SWLK
5' CONC SWLK
5' CONC SWLK
5' CONC SWLK5' CONC SWLK5' CONC SWLK5' CONC SWLK5' CONC SWLK5' CONC SWLK10' ASPHALT MULTI-USE TRAIL
LP
LP
LP
LP
LP
GAZEBO / PAVILION
10' LANDSCAPE ESMT20' ACTIVE
TYPE "A" SEPARATION
B
U
F
F
E
R
100' - NO SCREEN4+07 UNWRAP0+58 UNWRAP1+002+00 3+0025' ACTIVE
OPEN SPACE 1
15.4709 AC.
LOT 27
9,004 SF
5.5' PED ESMT.5.5' PED ESMT.5.5' PED ESMT.5.5' PED ESMT.5.5' PED ESMT.5.5' PED ESMT.5.5' PED ESMT.5.5' PED ESMT.5' CONC SWLK5' CONC SWLK5' CONC SWLK5' CONC SWLK5' CONC SWLK5' CONC SWLK10' LANDSCAPE ESMTCG-12C
CG-12B
5' CONC SWLK
4D
4C
8" SDR-35/26 @ 1.04%S4D4B
8" SDR-35/26 @ 0.50%S4C4A
8" SDR-35/26 @ 0.50%S4B8" SDR-35/26 @ 0.50%
S8
4B1
4C1
8" SDR-35/26 @ 2.09%
S4C1
9 8" SDR-35/26 @ 0.50%S96B
8
8A
8" SDR-35/26 @ 1.00%S8 (1)8" SDR-35/26 @ 3.97%
S4B1
6B1
8" SDR-35/26 @ 1.00%S6B1COCOCO
COCOCOCOCOCOCOLATERAL 149 SHALL BE 4" CL
51 DIP FOR FW'S PORTION.
DI HARCO WYE FITTING
SHALL BE PLACED IN MAIN.
MINIMUM 18" VERTICAL
SEPARATION REQUIRED.
LATERALS 156 AND 157 SHALL BE 4" CL 51 DIP
FOR FW'S PORTION. DI HARCO WYE FITTING
SHALL BE PLACED IN MAIN. MINIMUM 18"
VERTICAL SEPARATION REQUIRED.
LATERALS 124 AND 125 SHALL BE 4" CL 51 DIP
FOR FW'S PORTION. DI HARCO WYE FITTING
SHALL BE PLACED IN MAIN. MINIMUM 18"
VERTICAL SEPARATION REQUIRED.
20' STORM ESMT
20' STORM ESMT
20' STORM ESMT
20' STORM ESMT
20' STORM ESMT20' STORM E
S
M
T
STORM DRAINAGE
& MAINT. ESMT
20' STORM ESMT 20' STORM ESMT20
'
S
T
O
R
M
E
S
M
T
STORM ESMT.FHFH
FH
FHWATERLINE - D
WATERLINE - C2+003+004+005+006+007+008+000+00
1+00
2+00
3+00
4+00
5+00 5+44
0+00
1+00
2+00
3+00
4+00
5+00 5+44 2+003+004+005+006+007+007+464" FIRE & 2" DOM
METER VAULT
1 - 8" X 6" TEE
2 - 8" GV
1 - 6" GV 0+000+
0
0 WATERLINE - B18.00'
1 - 8" TEE
3 -8" GV
1 - 8" TEE
3 -8" GV
WATERLINE - B1 - 8" TEE
3 -8" GV
1 - 8" TEE
3 -8" GV
8" WATERLINE STUB
1 - 8" GV
1-FLUSH ASSM.ARVU:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS5003.dwg PLOTTED: 7/14/2022 1:23 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS5003 BYNO.DATEREVISIONSDHOLC20001
1" = 30'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF36 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS MATCH CS5001
MATCH CS5005
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601UTILITY PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTMATCH CS5005
MATCH CS5002MATCH CS5001
2
3
4
5
6
7
8
9
1 PIN 55-A-202CHARLES D. LLOYDINST. 100001953PIN 55-A-203CHARLES D. LLOYDDB 820 PG 345
PIN 65-A-21ROCKY J. RHODESINST. 060023931
PATTON SUBDIV
I
S
I
O
N
DB 218 PG 370N 69°31'12" W
157.62'
N 68°58'22" W
60.81'
N 69°00'30" W
179.88'
N 69°52'58" W
47.12'S 26°17'04"W 404.92'N 32°19'17"E 392.59'N 65°45'33" W
79.64'
N 64°49'53" W
138.60'
N 65°53'40" W
204.34'
ORRICK COMMONSSUBDIVISION LOT 5
20' FCSA SA
N.
E
S
M
T.
INST. NO. 08
0
0
0
6
2
8
6
20' FCSA W/L
E
S
M
T
.INST. NO. 080
0
0
6
2
8
6
PATIO
SHED
SHED
CONCRETE
ORRICK COMMONSSUBDIVISION LOT 6
CG-12A
CG-12ACG-12B
CG-12B
130.00'TYPE "C" SEPARATION BUFFER100' - LANDSCAPE SCREENTYPE "C" SEPARATION BUFFER100' - LANDSCAPE SCREENTYPE "A" SEPARATION
B
U
F
F
E
R
50' - LANDSCAPE SCRE
E
N
TYPE "A" SEPARATION
B
U
F
F
E
R
25' - FULL SCREEN
TYPE "C" SEPAR
A
T
I
O
N
B
U
F
F
E
R
100' - LANDSCA
P
E
S
C
R
E
E
N
LOT 40
8,053 SF
54.2'20'x20'
DUMPSTER
PAD
AGE RESTRICTED
APARTMENTS NORTH
4-STORY - 24 UNIT
HEIGHT = 48.26'
10,490 SF GFA /41,960 SF TO
T
A
L
FFE=672.69
AGE RESTRICTE
D
APARTMENTS S
O
U
T
H
4-STORY - 24 UN
I
T
HEIGHT = 48.26'
10,490 SF GFA/4
1
,
9
6
0
S
F
T
O
T
A
L
FFE=673.07 25' ACTIVE25' ACTIVE
25' ACTIVE GABRIEL CT.55' ROW - 25 MPHCG-12C CG-12C5.5' PED ESMT.5' CONC SWLK10' ASPHALT MULTI-USE TRAIL
LP
LP
LP
120.20'134.66
'98.15'131.21'10' LANDSCAPE ESMT20' ACTIVE
TYPE "A" SEPARATION
B
U
F
F
E
R
100' - NO SCREEN1+002+00 3+0025' ACTIVE
50'ACCESS ESMT.OPEN SPACE 1
15.4709 AC.
OPEN SPACE 1
15.4709 AC.
5' CONC SW
L
K
5' CONC SW
L
K CG-12BCG-12C
CG-12C
PR. MONUMENT SIGN LOCAT
I
O
N
144 SF ENTRY MONUMENT E
S
M
T
(REQUIRES SEPARATE PERM
I
T
)
.
4D
9 8" SDR-35/26 @ 0.50%11
10
8" SDR-35/26 @ 1.01% (PRIVATE)S11(PRI
V
A
T
E
)
8" S
D
R
-
3
5
/
2
6
SS1
0
CO2 INV=665.4
4
CO1 INV=665.37
CO4 INV=662.72
CO3 INV=661.21
PRIVATE SANITARY LATERAL
SEE PLUMBING PLAN (BY OT
H
E
R
S
)CO32.8
7
'
18"
S
D
R
-
2
1
(
S
L
E
E
V
E
)20.00'16" SDR-21(SLEEVE)20' STORM E
S
M
T
STORM DRAINAGE
& MAINT. ESMT
20
'
S
T
O
R
M
E
S
M
T
STORM DRAINAGE
& MAINT. ESMT
S
TO
RM
D
R
A
IN
AG
E
&
M
A
I
N
T
.
E
SM
T
STORM DRAINAGE& MAINT. ESMTSTORM DRAINAGE
& MAINT. ESMT
D
8" WATERLIN
E
S
T
U
B
1 - 20' JOINT
L
E
N
G
T
H
8
"
C
L-
5
2
DI
P
1 - FLUSH AS
S
M.
1 - GV 8+007+462" PRIVATE WATER SERV CO
N
N
E
C
T
I
O
N
F.D.C.F.D.C.FHFH4" PRIVATE FIRE SERV CONN
E
C
T
I
O
N
1 - 8" TEE
3 - 8" GV
20 LF - 6" SCH-40 PVC SLEEVE
20'FH
4" CL-52 DIP FIRE
SERV (PRIVATE)
4" FIRE & 2" DOM
METER VAULT
FH
1 - 8" X 6" TEE
2 - 8" GV
1 - 6" GV
BEG. 2" PET DOM SERV
(PRIVATE)
END FREDERICK WATER OWNERSHIP
BEG. PRIVATE OWNERSHIP
2" PRIVATE WAT
E
R
S
E
R
V
C
O
N
N
E
C
T
I
O
N
4" PRIVATE FIRE
S
E
R
V
C
O
N
N
E
C
T
I
O
N
1 - 8" X 6" TEE
2 - 8" GV
1 - 6" GV
6" X 4" REDUCE
R
4" CL-52 DIP FIR
E
S
E
R
V
(
P
R
I
V
A
T
E
)
20 LF - 8" SCH-4
0
P
V
C
S
L
E
E
V
E
4" FIRE & 2" DOM
METER VAULT
BEG. 2" PET DO
M
S
E
R
V
(
P
R
I
V
A
T
E
)
20 LF - 6" SCH-4
0
P
V
C
S
L
E
E
V
E0+001+002+003+004+00
5+00 6+007+008+009+00
10+00
0+
0
0
0+740+001+001+04WATERLINE - BWATERLINE - EWATERLINE - E
WATERLINE - E
0+00
1+00
1+36
WATERLINE -
H
8" WATERLINE STUB
1 - 8" GV
1-FLUSH ASSM.WMBFPWMBFPCONTRACTOR S
H
A
L
L
S
E
T
V
A
U
L
T
S
T
O
GRADE PER FRE
D
E
R
I
C
K
W
A
T
E
R'
S
INSPECTORS' R
E
Q
U
I
R
E
M
E
N
T
S
CONTRACTOR SHALL SET VAULTS TO
GRADE PER FREDERICK WATER'S
INSPECTORS' REQUIREMENTS
6" x 4" REDUCER
4" CL-52 DIP FIRE SERV (PRIVATE)
20 LF - 8" SCH-40 PVC SLEEVE
END FREDERICK
W
A
T
E
R
O
W
N
E
R
S
H
I
P
BEG. PRIVATE O
W
N
E
R
S
H
I
P
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS5005.dwg PLOTTED: 7/14/2022 1:24 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS5005 BYNO.DATEREVISIONSDHOLC20001
1" = 30'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF37 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS MATCH CS5003
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601UTILITY PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
MATCH CS5003
SANITARY EX TO 6A 15+00
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
620
630
640
650
660
670
680
620
630
640
650
660
670
680
9+50 10+00645.7642.7645.3311+00643.8646.74646.5647.9512+00648.7650.08653.5652.2113+00656.6654.98659.3657.3714+00659.9660.48661.1662.8715+00661.1663.94661.1664.8616+00660.4665.61659.4666.1717+00660.0666.17663.3666.5618+00665.5666.93666.9667.5519+00666.8667.96666.4668.6220+00665.3669.22663.9669.1921+00664.0668.70663.6668.0222+00663.7667.37663.8666.1523+00 23+25RIM=665.396A - 48" MHINV OUT 659.00 (6)22+70.25RIM=668.106 - 48" MHINV IN 654.65 (6A)INV IN 654.65 (6B)INV OUT 654.45 (5)21+51.37RIM=667.855 - 48" MHINV IN 653.11 (6)INV OUT 652.91 (4)18+83.04RIM=666.134 - 48" MHINV IN 646.53 (5)INV IN 646.53 (4A)INV OUT 646.43 (3)16+44.02RIM=663.563 - 48" MHINV IN 645.66 (4)INV OUT 645.46 (2)14+90.02RIM=657.642 - 48" MHINV IN 644.78 (3)INV OUT 644.58 (1)13+53.18RIM=648.901 - 48" MHINV IN 639.09 (2)INV OUT 638.89 (EX)11+69.32RIM=646.27EX - 48" MHINV IN 638.17 (1)INV OUT 637.9710+25.03144.29' - 8" SDR-35/26 @ 0.50%
S1 183.87' - 8"
S
D
R-
3
5/
2
6
@
2.
9
9
%
S2
136.84' - 8" SDR-35/26 @ 0.50%
S3
154.00' - 8" SDR-35/26 @ 0.50%
S4
239.02' - 8" S
D
R-
3
5/
2
6
@
2.
6
7
%
S5
268.33' - 8" SDR-35/26 @ 0.50%
S6
118.89
8" SDR-35/
2
6
@
3.
6
6
%
S6A
354.39' - 8" SDR-35/26 @ 0.71%STRM XING STA. 10+50.3030" X 19" HEHDPE INV=640.90EX. GRADE 6' MIN
COVER
18" MIN
CLEAR
19" CLEAR
FIN. GRADE
6' MIN
COVER
WATR XING STA. 11+53.508" DIP INV=641.08LAT-2 - 22+51.25 INV=659.32LAT-3 - 21+91.25 INV=657.13LAT-4 - 21+31.25 INV=655.37LAT-5 - 20+71.25 INV=655.07LAT-6 - 20+14.25 INV=654.78LAT-23 - 19+13.53 INV=657.45LAT-22 - 18+53.50 INV=656.31LAT-21 - 17+93.50 INV=654.71LAT-7 - 16+27.36 INV=647.36LAT-8 - 15+74.37 INV=647.10LAT-9 - 15+14.37 INV=646.80LAT-20 - 14+52.89 INV=649.61LAT-10 - 14+51.31 INV=646.22LAT-19 - 13+95 INV=649.35LAT-11 - 13+80.08 INV=645.87LAT-18 - 13+49.17 INV=648.66LAT-12 - 13+06.77 INV=644.23LAT-17 - 12+90.38 INV=646.81LAT-13 - 12+46.54 INV=642.48LAT-16 - 12+25.40 INV=644.85LAT-14 - 11+88.75 INV=640.70LAT-15 - 11+36.70 INV=641.19LAT-24 - 20+10.25 INV=657.93 U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS5100.dwg PLOTTED: 7/14/2022 1:27 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS5100 BYNO.DATEREVISIONSDHOLC20001
HORZ. SCALE: 1" =
50' & VERT.
SCALE: 1" = 5'CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF38 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601SANITARY SEWER PROFILESWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
SANITARY 4 TO 4D
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
630
640
650
660
670
680
630
640
650
660
670
680
9+50 10+00659.6666.12656.6665.0711+00654.6664.68654.9662.8212+00658.2660.78661.0661.1313+00663.5662.66664.3662.9814+00664.3662.64665.7662.1415+00664.3661.64662.0661.1416+00659.2660.64657.8660.1417+00660.4659.64663.8659.1418+00 18+50
283.84' - 8" SDR-35/26 @ 0.50%
S4A 141.00' - 8" SDR-35/26 @ 0.50%
S4B 244.00' - 8" SDR-35/26 @ 0.50%
S4C 117.13' - 8" SDR-35/26 @ 1.04
%
S4DRIM=666.134 - 48" MHINV IN 646.53 (5)INV IN 646.53 (4A)INV OUT 646.43 (3)10+00RIM=662.374A - 48" MHINV IN 648.15 (4B)INV OUT 647.95 (4)12+83.84RIM=662.364B - 48" MHINV IN 649.05 (4C)INV IN 649.05 (4B1)INV OUT 648.85 (4A)14+24.84RIM=659.954C - 48" MHINV IN 650.47 (4D)INV IN 650.47 (4C1)INV OUT 650.27 (4B)16+68.84RIM=658.804D - 48" MHINV OUT 651.68 (4C)17+85.96FIN. GRADE
EX. GRADE
7' COVER
STRM XING STA. 14+75.5115" HDPE INV=655.45WATR XING STA. 14+34.848" DIP INV=657.57WATR XING STA. 16+78.848" DIP INV=655.05LAT-180 - 17+61.96 INV=653.24LAT-179 - 17+37.96 INV=652.99LAT-178 - 17+13.96 INV=652.74LAT-177 - 16+79.71 INV=652.39LAT-176 - 16+45.96 INV=651.96LAT-175 - 16+21.96 INV=651.84LAT-174 - 15+97.96 INV=651.72LAT-173 - 15+73.96 INV=651.60LAT-172 - 15+49.96 INV=651.48LAT-171 - 15+15.71 INV=651.31LAT-170 - 14+81.96 INV=651.14LAT-169 - 14+57.96 INV=651.02LAT-168 - 14+33.96 INV=650.90LAT-167 - 14+09.96 INV=650.58LAT-166 - 13+85.96 INV=650.46LAT-165 - 13+51.71 INV=650.2945" CLEAR
SANITARY 4B TO 4B1
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
630
640
650
660
670
680
690
630
640
650
660
670
680
690
9+50 10+00665.3662.39667.0661.9411+00669.2662.78670.8663.6312+00670.9664.4813+00RIM=662.364B - 48" MHINV IN 649.05 (4C)INV IN 649.05 (4B1)INV OUT 648.85 (4A)10+00RIM=665.044B1 - 48" MHINV OUT 658.30 (4B)12+33.13233.13' -
8"
S
D
R-
3
5/
2
6
@
3.
9
7
%
S4B1RIM=662.364B - 48" MHINV IN 649.05 (4C)INV IN 649.05 (4B1)INV OUT 648.85 (4A)10+00STRM XING STA. 10+33.4915" HDPE INV=656.47FIN. GRADE
EX. GRADE
6' MIN
COVER
LAT-124 - 12+28.13 INV=659.64LAT-123 - 11+88.88 INV=657.80LAT-110 - 11+90.88 INV=657.67LAT-122 - 11+64.88 INV=657.40LAT-111 - 11+66.88 INV=656.72LAT-121 - 11+40.88 INV=656.45LAT-112 - 11+42.88 INV=655.77LAT-120 - 11+16.88 INV=655.49LAT-113 - 11+18.88 INV=654.81LAT-114 - 10+94.88 INV=653.86LAT-119 - 10+92.88 INV=654.54LAT-118 - 10+68.88 INV=653.59LAT-115 - 10+70.88 INV=652.91LAT-117 - 10+44.88 INV=652.09LAT-116 - 10+46.88 INV=651.96 U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS5101.dwg PLOTTED: 7/14/2022 1:27 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS5101 BYNO.DATEREVISIONSDHOLC20001
HORZ. SCALE: 1" =
50' & VERT.
SCALE: 1" = 5'CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF39 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601SANITARY SEWER PROFILESWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
SANITARY 4C TO 11
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
640
650
660
670
680
690
640
650
660
670
680
690
9+50 10+00658.8659.95660.1659.4111+00662.7660.35665.5661.3512+00668.9662.35670.9663.3513+00671.1664.35669.9665.3514+00669.8666.35669.0667.3515+00668.3668.09667.9668.3816+00668.7668.15669.7668.3717+00670.4668.77671.3670.2418+00672.4669.71673.5669.1619+00672.6669.66671.4670.1620+00671.2670.66671.5671.1721+00RIM=659.954C - 48" MHINV IN 650.47 (4D)INV IN 650.47 (4C1)INV OUT 650.27 (4B)10+00230.87' - 8" SDR-35/26 @ 0.50%
S8
233.13' - 8" SDR
-
3
5
/
2
6
@
2
.
0
9
%
S4C1 RIM=663.024C1 - 48" MHINV IN 655.54 (8)INV OUT 655.34 (4C)12+33.13271.94' - 8" SDR-35/26 @ 0.50%
S9
100.15' - 8"
S
D
R-
3
5/
2
6
@ 3.50%
SS10 RIM=669.0210 - 48" MHINV IN 662.16 (11)INV OUT 661.96 (9)18+36.09232.86' - 8" SDR-35/26 @ 1.01%
S11 RIM=671.3611 - 48" MHINV IN 664.67 (CO1)INV OUT 664.50 (10)20+68.95RIM=667.678 - 48" MHINV IN 656.89 (9)INV IN 659.89 (8A)INV OUT 656.69 (4C1)14+64RIM=669.969 - 48" MHINV IN 658.45 (10)INV IN 658.42 (CO3)INV OUT 658.25 (8)17+35.94STRM XING STA. 10+34.9218" HDPE INV=654.93STRM XING STA. 12+4515" HDPE INV=659.12STRM XING STA. 15+77.8015" HDPE INV=663.31FIN. GRADE
EX. GRADE
6' MIN
COVER
WATR XING STA. 14+748" DIP INV=662.24WATR XING STA. 18+00.938" DIP INV=664.0230" CLEAR
54" CLEAR
61" CLEAR
LAT-40 - 16+51.16 INV=660.32LAT-39 - 15+91.88 INV=660.03LAT-38 - 15+51.02 INV=659.82LAT-37 - 14+93.88 INV=659.54LAT-149 - 10+44.88 INV=653.21LAT-148 - 10+46.88 INV=652.50LAT-147 - 10+70.88 INV=653.00LAT-150 - 10+68.88 INV=653.17LAT-146 - 10+94.88 INV=653.50LAT-151 - 10+92.88 INV=653.67LAT-152 - 11+16.88 INV=654.17LAT-145 - 11+18.88 INV=654.00LAT-153 - 11+40.88 INV=654.67LAT-144 - 11+42.88 INV=654.50LAT-154 - 11+64.88 INV=655.17LAT-143 - 11+66.88 INV=655.00LAT-155 - 11+88.88 INV=655.67LAT-142 - 11+90.88 INV=655.50LAT-156 - 12+29.12 INV=656.79LAT-157 - 12+56.88 INV=657.46LAT-140 - 12+58.88 INV=656.71LAT-139 - 12+82.88 INV=656.83LAT-158 - 12+80.88 INV=657.03LAT-138 - 13+06.88 INV=656.95LAT-159 - 13+04.88 INV=657.15LAT-133 - 14+36.13 INV=657.60LAT-164 - 14+34.13 INV=657.80LAT-134 - 14+02.88 INV=657.43LAT-163 - 14+00.88 INV=657.63LAT-135 - 13+78.88 INV=657.31LAT-162 - 13+76.88 INV=657.51LAT-136 - 13+54.88 INV=657.19LAT-161 - 13+52.88 INV=657.39LAT-137 - 13+30.88 INV=657.07LAT-160 - 13+28.88 INV=657.2733" CLEAR
22" CLEAR
PRIVATE SANITARY MAIN
32.87' - 18" SDR-21 (SLEEVE) @ 3.50%
SPAN FREDERICK WATER ESMT.
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS5102.dwg PLOTTED: 7/14/2022 1:28 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS5102 BYNO.DATEREVISIONSDHOLC20001
HORZ. SCALE: 1" =
50' & VERT.
SCALE: 1" = 5'CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF40 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601SANITARY SEWER PROFILESWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
SANITARY 6 TO 6B1
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
640
650
660
670
680
690
640
650
660
670
680
690
9+50 10+00663.6668.10664.8667.3111+00666.4667.46666.8667.8912+00666.5668.32667.1668.9213+00668.4669.22668.2669.5914+00668.6668.94666.5668.0315+00667.1667.18668.7666.3316+00671.1665.4816+50RIM=668.106 - 48" MHINV IN 654.65 (6A)INV IN 654.65 (6B)INV OUT 654.45 (5)10+00RIM=669.016B - 48" MHINV IN 656.83 (6B1)INV OUT 656.63 (6)13+95.23395.23' - 8" SDR-35/26 @ 0.50%
S6B 207.13' - 8" SDR-35/26 @ 1.00%
S6B1 RIM=665.446B1 - 48" MHINV OUT 658.90 (6B)16+02.36STRM XING STA. 12+13.2318" HDPE INV=659.79FIN. GRADE
EX. GRADE
6' MIN
COVER
WATR XING STA. 10+70.098" DIP INV=661.80LAT-126 - 15+78.36 INV=659.92LAT-107 - 15+76.36 INV=659.69LAT-127 - 15+54.36 INV=660.23LAT-106 - 15+52.36 INV=659.45LAT-128 - 15+30.36 INV=659.99LAT-105 - 15+28.36 INV=659.21LAT-129 - 15+06.36 INV=659.75LAT-104 - 15+04.36 INV=658.97LAT-130 - 14+82.36 INV=659.51LAT-103 - 14+80.36 INV=658.73LAT-131 - 14+58.36 INV=659.27LAT-101 - 14+23.11 INV=658.16LAT-32 - 13+46.84 INV=660.57LAT-31 - 12+86.80 INV=660.27LAT-30 - 12+26.78 INV=659.97LAT-26 - 11+64.76 INV=656.49LAT-29 - 11+66.76 INV=659.67LAT-25 - 11+04.75 INV=656.19LAT-28 - 11+06.75 INV=659.37LAT-108 - 15+98.36 INV=659.91LAT-102 - 14+56.36 INV=658.49LAT-132 - 14+25.11 INV=658.94LAT-27 - 12+24.78 INV=656.7932" CLEAR
SANITARY 8 TO 8A
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
640
650
660
670
680
690
640
650
660
670
680
690
-0+50 0+00668.9667.67668.9668.831+00669.1668.78669.7669.732+00 2+25
150.29' - 8" SDR-35/26 @ 1.00%
S8 (1)RIM=669.748A - 48" MHINV OUT 661.39 (8)1+50.63RIM=667.678 - 48" MHINV IN 656.89 (9)INV IN 659.89 (8A)INV OUT 656.69 (4C1)0+00.33FIN. GRADE
EX. GRADE
6' MIN
COVER
LAT-35 - 0+90.60 INV=663.29LAT-36 - 0+30.49 INV=662.69LATERAL SOUTH BLDG (PRIVATE)
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
650
660
670
680
690
650
660
670
680
690
9+75 10+00671.4670.89673.1667.9911+00RIM=671.3611 - 48" MHINV IN 664.67 (CO1)INV OUT 664.50 (10)10+0067.30' - 6" SDR-35/26
@ 1.04%
SCO1RIM 673.12CO1 CLEANOUTINV IN 665.37 (CO2)INV OUT 665.37 (11)10+67.30RIM=673.06CO2 - CLEANOUT 1INV OUT 665.44 (CO1)10+74.477.17'
6" SDR-35/26
@ 1.00%
SCO2
FIN. GRADE
EX. GRADE
6' MIN
COVER
LATERAL NORTH BLDG (PRIVATE)
HORIZONTAL SCALE: 1" = 30'
VERTICAL SCALE: 1" = 3'
650
660
670
680
690
650
660
670
680
690
9+50 10+00671.0669.96671.2671.1211+00671.3672.2811+5047.00' -6" SDR-35 /26@ 5.94%SCO3RIM=671.06CO3 - CLEANOUTINV IN 661.21 (CO4)INV OUT 661.21 (9)10+4763.07' -
6" SDR-35 /26
@ 2.40%
SCO4 RIM=672.70CO4 - CLEANOUTINV OUT 662.72 (CO3)11+10.07RIM=669.969 - 48" MHINV IN 658.45 (10)INV IN 658.42 (CO3)INV OUT 658.25 (8)10+00FIN. GRADE
EX. GRADE
WATR XING STA. 10+648" DIP INV=664.3318" CLEAR
20.00' - 16" SDR-21 @ 2.40%
SPAN FREDERICK WATER ESMT.
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS5103.dwg PLOTTED: 7/14/2022 1:28 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS5103 BYNO.DATEREVISIONSDHOLC20001
HORZ. SCALE: 1" =
50' & VERT.
SCALE: 1" = 5'CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF41 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601SANITARY SEWER PROFILESWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS5104.dwg PLOTTED: 7/14/2022 1:30 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS5104 BYNO.DATEREVISIONSDHOLC20001
NONE
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF42 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS 07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601SANITARY SEWER COMPUTATIONSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
WATERLINE - A
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
630
640
650
660
670
680
630
640
650
660
670
680
-0+50 0+00662.0663.1663.741+00664.0665.68665.2665.862+00665.5667.08664.8668.093+00664.2669.06665.0669.194+00665.3668.92664.7668.485+00663.5668.09662.1667.606+00660.0666.88657.2666.387+00655.7665.52655.6665.028+00655.2664.19654.7663.449+00653.9662.41652.8660.6610+00651.8658.54651.4656.0511+00649.6653.84647.7651.4812+00644.7649.35643.7647.4813+00644.7645.8013+50
FIN. GRADE
EX. GRADE
SSWR XING STA. 2+06.978" SDR-35 INV=655.00SSWR XING STA. 7+03.568" SDR-35 INV=646.89STRM XING STA. 8+65.7018" HDPE INV=657.58STRM XING STA. 13+05.7318" HDPE INV=641.48STRM XING STA. 1+30.6015" HDPE INV=660.75WATERLINE "A" - 8"
C
L
-
5
2
D
I
P
48" MIN
COVERFH ASSM. STA. 4+00.1019" CLEAR
45° BEND STA. 0+21.4145° BEND STA. 0+39.23TEE - STA. 1+29.83 = WATERLINE B STA. 0+00CONNECT TO EX. 8" WATER LINE STA. 0+00.10GV- STA. 1+20.99GV - STA. 1+33.3395% COMPACTED FILLTEE - STA. 7+12.85 = WATERLINE F STA. 0+00GV- STA. 7+09.85GV - STA. 7+15.8545° BEND STA. 12+93.9345° BEND STA. 13+01.27WATE
R
L
I
N
E
"
A
"
-
8
"
C
L
-
5
2
D
I
P
18" MIN
CLEAR
18" MIN
CLEAR
CONNECT TO EX. WATER LINE STA. 13+21.17FIN. GRADE
EX. GRADE
EX. GRADEFH ASSM. STA. 7+37.74TEE - STA. 12+17.96GV - STA. 12+14.96GV - STA. 12+20.96LAT-24 - 3+51.74 INV=657.93LAT-23 - 4+48.46 INV=657.45LAT-22 - 5+08.48 INV=656.31LAT-21 - 5+68.48 INV=654.71LAT-20 - 9+16.50 INV=649.61LAT-19 - 9+74.43 INV=649.35LAT-18 - 10+32.53 INV=648.66LAT-17 - 10+91.37 INV=646.81LAT-16 - 11+56.39 INV=644.85LAT-15 - 12+25.95 INV=641.1929" CLEAR
23" CLEAR
31" CLEAR
38" CLEARAIR RELEASE VALVESTA. 3+79.57RESTRAINED JOINTS REQ'D MIN 20'
ONTO ORIGINAL GROUND
RESTRAINED JOINTS REQ'D MIN
20' ONTO ORIGINAL GROUND
WATERLINE - B
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
645
650
660
670
680
645
650
660
670
680
-0+50 0+00664.9666.26666.0667.301+00666.6667.88667.1668.332+00668.0668.89668.8669.683+00669.2670.53669.5670.994+00669.3671.05668.7670.715+00668.0669.75668.2669.126+00667.9668.58667.0668.117+00668.7668.42669.6668.758+00670.6669.159+0045° BEND STA. 0+05.3745° BEND STA. 0+14.47TEE - STA. 0+00 = WATERLINE A STA. 1+29.83TEE - STA. 3+34.14 = WATERLINE C STA. 0+00FH ASSM. STA. 4+36.87TEE - STA. 5+78.14 = WATERLINE D STA. 0+00GV - STA. 0+03.50GV- STA. 3+31.14GV - STA. 3+37.14GV- STA. 5+75.14GV - STA. 5+81.1445° BEND STA. 8+06.98GV- STA. 8+45.44WATERLINE "B" - 8" CL-5
2
D
I
P
18" MIN
CLEAR
FIN. GRADE
EX. GRADE
48" MIN
COVER
LAT-28 - 0+35.65 INV=659.37LAT-29 - 0+95.67 INV=659.67LAT-30 - 1+55.68 INV=659.97LAT-31 - 2+15.71 INV=660.27LAT-32 - 2+75.75 INV=660.57LAT-33 - 3+28.18 INV=660.75LAT-34 - 4+17.85 INV=663.89LAT-35 - 4+77.87 INV=663.29LAT-36 - 5+37.98 INV=662.69LAT-37 - 5+98.02 INV=659.54LAT-38 - 6+55.16 INV=659.82LAT-39 - 6+96.02 INV=660.03LAT-40 - 7+55.30 INV=660.3222" CLEAR
24" CLEAR 25" CLEAR 21" CLEARAIR RELEASE VALVESTA. 3+99.53TEE - STA. 8+48.94 U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS5200.dwg PLOTTED: 7/14/2022 1:30 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS5200 BYNO.DATEREVISIONSDHOLC20001
HORZ. SCALE: 1" =
50' & VERT.
SCALE: 1" = 5'CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF43 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601WATERLINE PROFILES (A, B)WINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
WATERLINE - C
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
635
640
650
660
670
680
635
640
650
660
670
680
-0+50 0+00669.4670.75669.4669.701+00667.5668.45666.8667.602+00667.8666.75670.0665.903+00671.5665.05671.0664.204+00670.4663.35668.7662.515+00666.6661.846+00
WATERLINE "C" -
8
"
C
L
-
5
2
D
I
P
FIN. GRADE
EX. GRADETEE - STA. 0+00= WATERLINE B STA. 3+34.11TEE - STA. 5+44 = WATERLINE F STA. 3+63.97FH ASSM. STA. 2+99GV - STA. 0+03GV - STA. 5+41STRM XING STA. 2+8915" HDPE INV=660.07STRM XING STA. 5+00.5115" HDPE INV=656.33SSWR XING STA. 5+348" SDR-35 INV=649.1025" CLEAR
18" MIN
CLEAR
LAT-132 - 0+99.87 INV=658.94LAT-131 - 1+33.12 INV=659.27LAT-130 - 1+57.12 INV=659.51LAT-129 - 1+81.12 INV=659.75LAT-128 - 2+05.12 INV=659.99LAT-127 - 2+29.12 INV=660.23LAT-126 - 2+53.12 INV=659.92LAT-125 - 2+77.12 INV=660.71LAT-124 - 3+05.87 INV=659.64LAT-123 - 3+45.12 INV=657.80LAT-122 - 3+69.12 INV=657.40LAT-121 - 3+93.12 INV=656.45LAT-120 - 4+17.12 INV=655.49LAT-119 - 4+41.12 INV=654.54LAT-118 - 4+65.12 INV=653.59LAT-117 - 4+89.12 INV=652.0921" CLEAR
21" CLEAR
15" CLEAR
18" CLEAR
18" CLEAR
48" MIN
COVER
LATERALS 124 AND 125 SHALL BE 4" CL
52 DIP FOR FW'S PORTION, DI HARCO
WYE FITTING SHALL BE PLACED IN
MAIN. MINIMUM 18" VERTICAL
SEPARATION REQUIRED.
WATERLINE - D
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
645
650
660
670
680
645
650
660
670
680
-0+50 0+00668.1668.99668.5668.071+00669.2667.03670.0666.032+00670.2665.03671.7664.033+00671.2663.03668.0662.034+00665.3661.03662.2660.035+00660.3659.336+00
FIN. GRADE
EX. GRADE
48" MIN
COVER
SSWR XING STA. 5+348" SDR-35 INV=650.57SSWR XING STA. 0+708" SDR-35 INV=656.94STRM XING STA. 2+8915" HDPE INV=658.98STRM XING STA. 4+99.0818" HDPE INV=654.87FH ASSM. STA. 2+99GV - STA. 0+03GV - STA. 5+41TEE - STA. 0+00 = WATERLINE B STA. 5+78.08TEE - STA. 5+44 = WATERLINE F STA. 6+07.97WATERLINE "D" -
8
"
C
L
-
5
2
D
I
P
LAT-164 - 0+99.87 INV=657.80LAT-163 - 1+33.12 INV=657.63LAT-162 - 1+57.12 INV=657.51LAT-161 - 1+81.12 INV=657.39LAT-160 - 2+05.12 INV=657.27LAT-159 - 2+29.12 INV=657.15LAT-158 - 2+53.12 INV=657.03LAT-157 - 2+77.12 INV=657.46LAT-156 - 3+04.88 INV=656.79LAT-155 - 3+45.12 INV=655.67LAT-154 - 3+69.12 INV=655.17LAT-153 - 3+93.12 INV=654.67LAT-152 - 4+17.12 INV=654.17LAT-151 - 4+41.12 INV=653.67LAT-150 - 4+65.12 INV=653.17LAT-149 - 4+89.12INV=653.2134" CLEAR
18" CLEAR
46" CLEAR
19" CLEAR
26" CLEAR
31" CLEAR
22" CLEAR
21" CLEAR18" CLEAR
LATERALS 149, 156 AND 157 SHALL BE
4" CL 52 DIP FOR FW'S PORTION, DI
HARCO WYE FITTING SHALL BE
PLACED IN MAIN. MINIMUM 18"
VERTICAL SEPARATION REQUIRED.
WATERLINE - E
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
650
660
670
680
650
660
670
680
-0+50 0+00671.7670.78672.5670.771+00671.1670.49670.7670.022+00669.7669.81668.8669.903+00667.8670.29666.7670.794+00665.6671.47665.7671.765+00665.8671.87669.1671.586+00671.2671.14672.2670.677+00671.6670.16672.3669.678+00673.4669.16673.4668.729+00672.2669.75671.6670.5910+00671.4671.08672.6670.9511+00
FIN. GRADE EX. GRADE
48" MIN
COVER
31" CLEAR
45° BEND STA. 0+09.90TEE - STA. 0+00 = WATERLINE B STA. 1+29.83TEE - STA. 10+55.21 = WATERLINE E STA. 0+59.22GV - STA. 0+62.72GV - STA. 0+55.72GV - STA. 0+03.50TEE - STA. 0+59.22 = WATERLINE E STA. 10+55.21FH ASSM. STA. 2+40.77TEE - STA. 2+76.23 = WATERLINE H STA. 0+00GV - STA. 2+72.74GV - STA. 2+79.7345° BEND STA. 3+82.3245° BEND STA. 3+53.12TEE - STA. 4+37.32 = SOUTH VAULT STA 0+00GV - STA. 4+40.82GV - STA. 4+33.8245° BEND STA. 5+69.3845° BEND STA. 5+81.20FH ASSM. STA. 5+26.2011.25° BEND STA. 10+32.6022.5° BEND STA. 8+72.3245° BEND STA. 8+47.11FH ASSM. STA. 7+10.29FH ASSM. STA. 10+16.71GV - STA. 10+54.79SSWR XING STA. 8+92.768" SDR-35 INV=660.73SSWR XING STA. 9+85.576" SDR-35 INV=661.6225"
CLEAR
WATR XING STA. 10+33.796" SDR-40 INV=666.20WATR XING STA. 10+45.798" SDR-40 INV=666.2018" MIN
CLEAR
18" MIN
CLEAR
WATR XING STA. 4+838" SDR-40 INV=666.70WATR XING STA. 4+48.826" SDR-40 INV=666.70WATERLINE "E" - 8" CL-52 DIP
24" CLEAR24" CLEAR
STRM XING STA. 6+70.7912" HDPE INV=668.25STRM XING STA. 1+79.9712" HDPE INV=668.08 U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS5201.dwg PLOTTED: 7/14/2022 1:31 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS5201 BYNO.DATEREVISIONSDHOLC20001
HORZ. SCALE: 1" =
50' & VERT.
SCALE: 1" = 5'CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF44 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601WATERLINE PROFILES (C, D, E)WINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
WATERLINE - F
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
640
650
660
670
640
650
660
670
-0+50 0+00655.6665.39654.0663.611+00656.0661.48659.1660.162+00661.8664.37663.5663.433+00664.0662.93664.9662.434+00664.8661.93662.8661.435+00660.2660.93657.8660.436+00658.2659.93661.3659.437+00664.0658.938+00
WATERLINE "F" - 8" CL-52
D
I
P
45° BEND STA. 0+11.53TEE - STA. 0+00 = WATERLINE A STA. 7+12.85GV - STA. 0+0311.25° BEND STA. 2+13.72TEE - STA. 3+63.97 = WATERLINE C STA. 5+44GV - STA. 3+60.97GV - STA. 3+66.97TEE - STA. 6+07.97 = WATERLINE D STA. 5+44FH ASSM. STA. 4+80.97GV - STA. 6+04.97GV - STA. 6+10.97STRM XING STA. 4+13.8115" HDPE INV=655.22FIN. GRADE
EX. GRADE
48" MIN
COVER
95% COMPACTED FILL FLUSHING ASSM STA. 7+22.97GV - STA. 7+18.92LAT-166 - 3+15.10 INV=650.46LAT-167 - 3+39.10 INV=650.58LAT-169 - 3+87.10 INV=651.02LAT-168 - 3+63.10 INV=650.90LAT-165 - 2+80.85 INV=650.29LAT-170 - 4+11.10 INV=651.14LAT-171 - 4+44.85 INV=651.31LAT-172 - 4+79.10 INV=651.48LAT-173 - 5+03.10 INV=651.60LAT-174 - 5+27.10 INV=651.72LAT-175 - 5+51.10 INV=651.84LAT-176 - 5+75.10 INV=651.96LAT-178 - 6+43.10 INV=652.74LAT-179 - 6+67.10 INV=652.99LAT-180 - 6+91.10 INV=653.24LAT-181 - 7+15.10 INV=652.94LAT-177 - 6+08.85 INV=652.3915" CLEAR
18" MIN
CLEAR
RESTRAINED JOINTS
REQ'D MIN 20' ONTO
ORIGINAL GROUND
WATERLINE - G
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
625
630
640
650
660
625
630
640
650
660
-0+50 0+00654.2649.2651.891+00648.5649.55645.7647.112+00 2+50
FIN. GRADE
EX. GRADE
W
A
T
E
R
L
I
N
E
"
G
"
-
8"
C
L
-
5
2
D
I
P
CONNECT TO EX. 8" WATERMAIN STA. 0+00SSWR XING STA. 1+28.498" SDR-35 INV=638.81STRM XING STA. 0+75.4715" HDPE INV=644.3019" CLEAR
20"
CLEAR
45° BEND STA. 1+00.7145° BEND STA. 0+48.76TEE - STA. 1+98.29 = WATERLINE A STA. 12+17.96GV - STA. 1+95.2948" MIN
COVER
SERVICE VAULT SOUTH
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
655
660
670
680
655
660
670
680
-0+50 0+00665.4671.70665.4671.561+00666.1672.062+00
4" CL-52 DIP
FIRE SERV (PRIVATE)
8" SCH-40 PVC SLEEVETEE - STA. 0+00 = WATERLINE E STA. 4+42.23GV - STA. 0+03.5045° BEND STA. 0+20.5045° BEND STA. 0+24.04FIN. GRADE
EX. GRADE
23" CLEAR
PRIVATE SERV.FREDERICK WATER SERV.45° BEND STA. 0+68.056" X 4" RED & 45° BEND STA. 0+65.226" CL-52 DIP
95% COMPACTED
FILL
RESTRAINED JOINTS REQ'D MIN
20' ONTO ORIGINAL GROUND CONTRACTOR SHALL SET
VAULTS TO GRADE PER
FREDERICK WATER'S
INSPECTORS'
REQUIREMENTS
SERVICE VAULT NORTH
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
655
660
670
680
690
655
660
670
680
690
-0+50 0+00671.7672.41+00 1+50TEE - STA. 0+00 = WATERLINE B STA. 8+52.09 & E STA. 0+0045° BEND STA. 0+07.78EX. GRADE
18" MIN. CLEAR6" GV - STA. 0+03.50FIN. GRADE
PRIVATE SERV.FREDERICK WATER SERV.WATR XING STA. 0+58.608" DIP INV=664.004" CL-52 DIP
FIRE SERV (PRIVATE)
8" SCH-40 PVC SLEEVE
6" CL-52 DIP
CONTRACTOR SHALL SET VAULTS TO
GRADE PER FREDERICK WATER'S
INSPECTORS' REQUIREMENTS
6" X 4" RED - STA. 0+43.78WATERLINE - H
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
655
660
670
680
655
660
670
680
-0+50 0+00668.3670.07669.6671.071+00670.32+00TEE - STA. 0+00 = WATERLINE E STA. 2+73.15FLUSHING ASSM STA. 1+09.591 FULL JOINT LEN. 8" CL-52 DIPGV - STA. 0+03.50GV - STA. 1+03.44EX. GRADE
48" MIN
COVER
18" MIN
CLEAR
FIN. GRADE
WATERLINE "F" -
8" CL-52 DIP
⅊
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS5202.dwg PLOTTED: 7/14/2022 1:31 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS5202 BYNO.DATEREVISIONSDHOLC20001
HORZ. SCALE: 1" =
50' & VERT.
SCALE: 1" = 5'CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF45 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601WATERLINE PROFILES (F, G, H) & SERVICE VAULTSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS5500.dwg PLOTTED: 7/14/2022 1:32 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS5500 BYNO.DATEREVISIONSDHOLC20001
1" = 80'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF46 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601FREDERICK WATER DETAILSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT13. EXISTING FREDERICK WATER FACILITIES SHALL BE ADJUSTED TO GRADE BY CONTRACTOR PER FREDERICK WATER'S INSPECTORS REQUIREMENTS.
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS5501.dwg PLOTTED: 7/14/2022 1:32 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS5501 BYNO.DATEREVISIONSDHOLC20001
1" = 80'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF47 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601FREDERICK WATER DETAILSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
9B
41C
1B
41C
41C
41C
9B
9B
9B
9B
9B
9B
9B
41C
1B
1B
9B
9B
41C
41
Ground Cover Hatch Key
Forested Ground Cover
Good Condition (HSG B)
Forested Ground Cover
Good Condition (HSG D)
Brush Ground Cover
Good Condition (HSG D)
Turf Ground Cover
Good Condition (HSG B)
Turf Ground Cover
Good Condition (HSG D)
Impervous Ground Cover
1 4 Acre Residential Lots(HSG D)
662
662
664
666
650660
660
660 642642
644
64464664664
8
65265465
465465
4
654656
656
6566566566
5
6
658
658658662662
662
66266266
2
66266
2
664
664666
666
668
668650
65066
0
648
648652
652654
654656
65665
8
6
5
8
662
664
664
660660
660
660
66
0
6
6
0
670
670
670
670
658658
662662662662662664664
66
4
6
6
4666
666668668668668
668668
672
672
674
67
4
676
6
7
667667
66766
7
6
67667
6676676
670
662
664
6
6
6
668
672
674
670672L1
WETLANDS6,708 SF NESCLIFFE CT.50' R/WFARMINGTON BLVD.
50' R/WLADYSLIPPER DR.54' R/WARDEYTH LN.54' R/WFARMINGTON BLVD.
60' R/W
DRAINAGE ESMT.INST. NO. 040010667
20' WIDE DRAINAGE ESMT.INST. NO. 050028042
20' WIDE DRAINAGE ESMT.INST. NO. 050028042
TEABERRY DR.
54' R/W
TIGER LILY CT.
POPPY LN.ARDEYTH LN.54' R/W23
22
24
24.1
24.2
24.3
1
2
3
4 5
5.1
6
7
9
8 7
1716
66787
HP
Flow Path
Tc = 10.6 Mins.
Ex. 243 lf Wetland Channel
To Remain Undisturbed
Ex. 6,720 sf Wetland Area
To Remain Undisturbed
B A
C
D
B
A
C
Shallow Flow
302 lf @ 1.64%
B
C
C
B
A
AB
C
D
A
B
C
A
B
C
D
668 68
HP
67686
HP
669 02
669 10
HP
650.93
640 56
INV
664 25
669 64
675 57
66938
Flow Path
Tc = 17.0 Mins.
Shallow Flow
1,032 lf @ 1.86%
Shallow Flow
232 lf @ 5.85%
Sheet Flow
50 lf @ 0.90%
Sheet Flow
50 lf @ 2.28%
Sheet Flow
50 lf @ 1.98%
Sheet Flow
50 lf @ 1.02%
Sheet Flow
50 lf @ 4.86%
Sheet Flow
50 lf @ 4.66%
661.80
Channel Flow
553 lf @ 2.32%
Flow Path
Tc = 11.7 Mins.
Sheet Flow
50 lf @ 4.52%
Shallow Flow
467 lf @ 2.61%
Shallow Flow
443 lf @ 2.77%
Flow Path
Tc = 7.0 Mins.
Flow Path
Tc =5.8 Mins.
Flow Path
Tc = 7.3 Mins.
669 30
Shallow Flow
115 lf @ 4.98%
A
Shallow Flow
146 lf @ 6.12%
Flow Path
Tc = 6.6 Mins.
Flow Path
Tc = 6.2 Mins.
663 92
OLR66280
HP
660 86
SAG
660 44
OLR
66381
HP66398
OLR
66375
SAG
666 17
HP
662 94
HP65969
HP
SP 8 DA (PRE-DEV)
Off-Site Areas
(HSG D) Turf Area = 0.38 Ac.
(HSG D) Imperv. Area = 0.07 Ac.On-Site Areas
(HSG D) Brush Area = 0.83 Ac.Total Area = 1.28 Ac.
Off-Site to SP#5
SP 7 DA (PRE-DEV)
Off-Site Areas
(HSG D) Turf Area = 0.32 Ac.
(HSG D) Imperv. Area = 0.07 Ac.On-Site Areas
(HSG D) Brush Area = 0.36 Ac.Total Area = 0.75 Ac.
SP 10 DA (PRE-DEV)
Off-Site Areas
(HSG D) Turf Area = 0.74 Ac.
(HSG D) Impervious Area = 0.11 Ac.On-Site Areas
(HSG D) Brush Area = 0.35 Ac.
(HSG D) Forest Area = 0.01 Ac.Total Area = 1.21 Ac.
SP 1 DA (PRE-DEV)
On-Site Areas
(HSG D) Turf Area = 0.39 Ac.
(HSG D) Brush Area = 0.76 Ac.
(HSG D) Forest Area = 1.02 Ac.Total Area = 2.17 Ac.
SP 2 DA (PRE-DEV)
Off-Site Areas
(HSG D) Turf Area = 1.05 Ac.
Impervious Area = 0.30 Ac.Total Off-Site DA = 1.35 Ac.
On-Site Areas
Water Surface Area = 0.02 Ac.
(HSG B) Turf Area = 0.34 Ac.
(HSG D) Turf Area = 2.13 Ac.
(HSG D) Brush Area = 2.39 Ac.
(HSG B) Forest Area = 2.55 Ac.
(HSG D) Forest Area = 7.26 Ac.Total On-Site DA = 14.69 Ac.Total Area = 16.04 Ac.
SP 6 DA (PRE-DEV)
Off-Site Areas
(HSG D) Turf Area = 0.18 Ac.
(HSG D) Imperv. Area = 0.04 Ac.On-Site Areas
(HSG D) Brush Area = 0.59 Ac.Total Area = 0.81 Ac.
SP 5 DA (PRE-DEV)
(2) Off-Site Areas
(HSG D) Turf Area = 0.70 Ac.
(HSG D) Imperv. Area = 0.31 Ac.On-Site Areas
(HSG D) Brush Area = 3.67 Ac.
(HSG D) Imperv. Area = 0.16 Ac.Total Area = 4.84 Ac.
SP 3 DA (PRE-DEV)
Off-Site Areas
(HSG D) Turf Area = 0.59 Ac.Total Off-Site DA = 0.59 Ac.
On-Site Areas
(HSG D) Turf Area =1.06 Ac.
(HSG D) Forest Area = 5.71 Ac.Total On-Site DA = 6.77 Ac.Total Area = 7.36 Ac.
SP 4 DA (PRE-DEV)
Off-Site Areas
(HSG D) Commercial Area = 0.64 Ac.On-Site Areas
(HSG D) Brush Area = 3.55 Ac.Total Area = 4.19 Ac.
STUDY POINT 2
STUDYPOINT 10
STUDY POINT 3
STUDY POINT 4
STUDY POINT 1
STUDY POINT 6
(Ex. Storm Inlet 24.2)
STUDY POINT 7
(Ex. Storm Inlet 24.1)
STUDY POINT 5
(Ex. Storm Inlet 24.3)
STUDY POINT 8
(Ex. Storm Inlet 7)
66131
660 00
SAG66083
OLR
66426
HP
666 26
HP
664 11
HP
662 83
HP
66294
HP
660 21
HP
645 91
OLR66464
HP
663 75
HP
67112
HP
678 04
HP
676 34
HP
675 74
HP
670 47
HP
672 92
HP
667 18
HP
670 21
HP
672 58
HP
666 11
HP66361
HP
646 62
HP
646 23
HP
670 17
HP
67010
HP 665 30
HP
663 90
HP
665 00
HP
668 35
HP
663 96
HP
Flow Path
Tc =6.8 Mins.
EX
EX
EX
EXEX
EX
EX
EX
EX EX
EX EX
EX
EX
EX
EX
EX
EX
EXSTUDY POINT 9A
(Ex. Storm Inlet 6)
STUDY POINT 9B
(Ex. Storm Inlet 5.1)
SP 9B DA (PRE-DEV)
Off-Site Areas = 0.45 Ac.On-Site Areas = 0.34 Ac.Total Area = 0.78Ac.
SP 9A DA (PRE-DEV)
Off-Site Areas = 0.49 Ac.
On-Site Areas = 0.15 Ac.Total Area = 0.64 Ac.
6
EX66153
663 75
66558
665 03
667 19
664 01
663 78
SAG
666 58
663 95
657 40
67160
665 32
644 65
677 43
673 09
662 59
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6000.dwg PLOTTED: 7/14/2022 2:13 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6000 BYNO.DATEREVISIONSDHOLC20001
1" = 80'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF48 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 80'160'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVEWINCHESTER, VIRGINIA 22601PROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTPRE-DEVELOPMENT DRAINAGE MAPWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLAN
07-14-2022
DAVID L. FRANK
Lic. No.1061
LP 659.4314+63.33662
662
664
666
650660
660
660 642642
644
64464664664
8
65265465
465465
4
654656
656
6566566566
5
6
658
658658662662
662
66266266
2
66266
2
664
664666
666
668
668650
65066
0
648
648652
652654
654656
6566
5
8
6
5
8
662
664
664
660660
660
660
66
0
6
6
0
670
670
670
670
658658
662662662662662664664
66
4
6
6
4666
666668668668668
668668
672
672
674
67
4
676
6
7
667667
66766
7
6
67667
6676676
670
662
664
6
6
6
668
672
674
670672662 656660658662664664666668660662664666668660662 662
664
650
650
652
652
654
654
656
656
6506506526526546546566566606566566586626626626646
6
4
670
666668 662664666668670670
6
7
0
662662664664664 664666666666666
666666668668664666668664664666668
6
5
0
6
6
0
64
6
6
4
8
6
5
2
65
4
6
5
6
6
5
8
6
6
2 6626646
6
4 6666
6
6
668 668650646646646648652
660 654656658662664666
6606
5
4
656658664666668668650
650 650660646648652
652 652654 654654656658662664
662
664
66
0
66
2
664
666
666
66
8
670670668670
666668
672 670670670668
672672674670668668668
6
7
0
670
672
672670662664666668662664664
664
666
668668664666
6
6
8 668668670
66
8
666
668
668664666668
668
664666
666
666668
666
668
-2.0%L1
WETLANDSCHANNEL243 LF NESCLIFFE CT.50' R/WFARMINGTON BLVD.
50' R/WLADYSLIPPER DR.54' R/WARDEYTH LN.54' R/WFARMINGTON BLVD.
60' R/W
TIGER LILY CT.
POPPY LN.ARDEYTH LN.54' R/W15.4 15.3
15.2 15.1
14.1
14.2
13.1
13.6
5.1
1.8
1.9
1.5
1.6
1.3
1.4
2.3
2.2
2.1
3.2
3.3
13.3
11.1
10.1
10.2
6.5 6.2
6.36.4
14.3
18.1
11.4
11.5
11.6
11.3
4.2 4.1
4.34.4
4.5
4.6
17.2
13.7
13.2
13.5
12.1
12.2
17.1
15.5
21.5
21.1
13.4
6.1
CB1
CB2
CB3
CB4
10.3
21.2
1.2
EX9
21.4
21.3
10.4
10.5
19.2
19.1
23.322.2
22.1
23.1
23.2
U22
U21
Ex. 243 lf Wetland Channel
To Remain Undisturbed
Catch Basin 1
Catch Basin 2
BIO-RET A
BIO-RET B
Catch Basin 3
BIO-RET C
BIO-RET D
WETPOND
Forebay 2
Catch Basin 5
Catch Basin 4
Forebay 1
23
22
24
24.1
24.2
24.3
1
2
3
4 5
5.1
6 7
9
8 7
17
16
STUDY POINT 2
STUDYPOINT 10
STUDY POINT 3
STUDY POINT 4
STUDY POINT 1
Un-Detained to SP 3
(HSG D) On-Site Turf Area = 1.40 Ac.
(HSG D) Off-Site Turf Area = 0.44 Ac.D.A. = 1.84 Ac.Total To Forebay 2
On-Site Turf Area = 3.38 Ac.
Off-site Turf Area = 0.23 Ac.
Impervious Area = 4.22 Ac.Forebay 2 D.A. = 7.83 Ac.
Total To Forebay 1
(HSG D) On-Site Turf Area = 1.72 Ac.
(HSG D) Off-site Turf Area = 0.02 Ac.
(HSG D) Impervious Area = 1.46 Ac.Forebay 1 D.A. = 3.20 Ac.
Total To Catch Basin 2
(HSG B) Turf Area = 0.81 Ac.
(HSG D) Turf Area = 0.23 Ac.
(HSG B & D) Impervious Area = 0.29 Ac.Total D.A. = 1.33 Ac.
UN-Detained Storm 1.2 - 1.9[Discharge @ Storm 1.2]
ON (HSG B CN=61) Turf Area = 0.37 Ac.
ON (HSG D CN=80) Turf Area = 0.75 Ac.
ON (HSG B&D CN=98) Impervious Area = 1.05 Ac.
OFF (HSG D CN=80) Turf Area = 0.17 Ac.
OFF(HSG D CN=98) Impervious Area = 0.10 Ac.Total D.A. = 2.44 Ac.
SP 8 DA (POST-DEV)
Off-Site Areas
(HSG D) Turf Area = 0.38 Ac.
(HSG D) Imperv. Area = 0.07 Ac.On-Site Areas
(HSG D) Turf Area = 0.24 Ac.
(HSG D) Imperv. Area = 0.11 Ac.Total Area = 0.80 Ac.
Off-Site to SP 3
SP 7 DA (POST-DEV)
Off-Site Areas
(HSG D) Turf Area = 0.32 Ac.
(HSG D) Imperv. Area = 0.07 Ac.On-Site Areas
(HSG D) Turf Area = 0.20 Ac.
(HSG D) Imperv. Area = 0.09 Ac.Total Area = 0.68 Ac.
SP 10 DA (POST-DEV)
Off-Site Areas
(HSG D) Turf Area = 0.63 Ac.
(HSG D) Impervious Area = 0.07 Ac.On-Site Areas
(HSG D) Turf Area = 0.05 Ac.Total Area = 0.75 Ac.
SP 1 DA (POST-DEV)
Off-Site Areas
(HSG D) Turf Area = 0.08 Ac.
(HSG D) Impervious Area = 0.01
Ac.On-Site Areas
(HSG D) Turf Area = 1.05 Ac.
(HSG D) Impervious Area = 0.12 Ac.Total Area = 1.26 Ac.
SP 6 DA (POST-DEV)
Off-Site Areas
(HSG D) Turf Area = 0.18 Ac.
(HSG D) Imperv. Area = 0.04 Ac.On-Site Areas
(HSG D) Turf Area = 0.14 Ac.
(HSG D) Imperv. Area = 0.05 Ac.Total Area = 0.41 Ac.
SP 5 DA (POST-DEV)
(1) Off-Site Areas
(HSG D) Turf Area = 0.68 Ac.
(HSG D) Imperv. Area = 0.24 Ac.On-Site Areas
(HSG D) Turf Area = 0.46 Ac.
(HSG D) Imperv. Area = 0.15 Ac.Total Area = 1.53 Ac.
To Catch Basin 5
Off-Site Areas
(HSG D) Turf Area = 0.04 Ac.
(HSG D) Impervious Area = 0.03 Ac.On-Site Areas
(HSG D) Turf Area = 0.04 Ac.
(HSG D) Impervious Area = 0.03 Ac.Total Area = 0.34 Ac.
To Catch Basin 1
(HSG D) Turf Area = 0.95 Ac.
(HSG D) Impervious Area = 0.12 Ac.Total Area = 1.07 Ac.To Storm 2.1 - 3.3
Total Area = 2.11 Ac.
STUDY POINT 6
(Ex. Storm Inlet 24.2)
STUDY POINT 7
(Ex. Storm Inlet 24.1)
STUDY POINT 5
(Ex. Storm Inlet 24.3)
STUDY POINT 8
(Ex. Storm Inlet 7)
SP 9A DA (POST-DEV)
Off-Site Areas
(HSG D) Turf Area = 0.16 Ac.
(HSG D) Impervious Area = 0.29 Ac.On-Site Areas
(HSG D) Turf Area = 0.10 Ac.
(HSG D) Impervious Area = 0.11 Ac.Total Area = 0.66 Ac.
SP 9A DA (POST-DEV)
Off-Site Areas
(HSG D) Turf Area = 0.19 Ac.
(HSG D) Impervious Area = 0.31 Ac.On-Site Areas
(HSG D) Turf Area = 0.06 Ac.
(HSG D) Impervious Area = 0.05 Ac.Total Area = 0.61 Ac.
To Catch Basin 3
Off-Site Areas
(HSG D) Turf Area = 0.26 Ac.
(HSG D) Impervious Area = 0.05 Ac.On-Site Areas
(HSG D) Turf Area = 2.67 Ac.
(HSG D) Impervious Area = 0.08 Ac.Total Area = 3.06 Ac.
To Wet Pond
Direct Surface Runoff
(HSG D) Turf Area = 0.75 Ac.
(HSG D) Impervious Area = 0.06 Ac.Total Area = 0.81 Ac.
To Ex. Storm 9
Direct Surface Runoff
ON (HSG D) Turf Area = 0.08 Ac.
OFF (HSG D) Turf Area = 0.62 Ac.
OFF(HSG D) Impervious Area = 0.13 Ac.Total Area = 0.83 Ac.
SP 4 DA (POST-DEV)
Off-Site Areas
(HSG D) Commercial Area = 0.64 Ac.On-Site Areas
(HSG D) Impervious Area = 1.10 Ac.
(HSG D) Turf Area = 1.92 Ac.Total Area = 3.66 Ac.
Bio-Ret D Forebay
Turf Area = 0.47 Ac.
Impervious Area = 0.74 Ac.D.A. = 1.21 Ac.
Bio-RetD Main Cell
Turf Area = 0.10 Ac.
Impervious Area = 0.00 Ac.D.A. = 0.10 Ac.Bio-Ret C Forebay
Turf Area = 0.24 Ac.
Impervious Area = 0.35 Ac.D.A. = 0.59 Ac.
Bio-Ret C Main Cell
Turf Area = 0.10 Ac.D.A. = 0.10 Ac.
Bio-Ret A Main Cell
(HSG D) Turf Area = 0.72 Ac.
(HSG D) Impervious Area = 0.28 Ac.D.A. = 1.00 Ac.
Bio-Ret A Forebay
(HSG D) Turf Area = 1.47 Ac.
(HSG D) Impervious Area = 1.50 Ac.D.A. = 2.97 Ac.
Bio-Ret B Forebay
Direct Surface Runoff
Turf Area = 0.78 Ac.
Impervious Area = 0.05 Ac.D.A. = 0.83 Ac.
To Catch Basin 4
Direct Surface Runoff
Turf Area = 0.47 Ac.
Impervious Area = 0.02 Ac.D.A. = 0.49 Ac.
Un-Detained To SP 4
Off-Site Areas
(HSG D) Commercial Area = 0.64 Ac.On-Site Areas
(HSG D) Turf Area = 0.91 Ac.
(HSG D) Impervious Area = 0.01 Ac.Total Area = 1.56 Ac.
STUDY POINT 9A
(Ex. Storm Inlet 6)
STUDY POINT 9B
(Ex. Storm Inlet 5.1)
EX
EX
EX
EXEX
EX
EX
EX
EX
EX EX
EX
EX
EX
EX
EX EX
EX
EX EX
Bio-Ret B Main Cell
(HSG D) Turf Area = 0.38 Ac.
(HSG D) Impervious Area = 0.07 Ac.D.A.= 0.45 Ac.
Ground Cover Hatch Key
Forested Ground Cover
Good Condition (HSG B)
Forested Ground Cover
Good Condition (HSG D)
Brush Ground Cover
Good Condition (HSG D)
Turf Ground Cover
Good Condition (HSG B)
Turf Ground Cover
Good Condition (HSG D)
Impervious Ground Cover
1 4 Acre Residential Lots(HSG D)
Commercial Ground Cover
(HSG D)U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6001.dwg PLOTTED: 7/14/2022 2:14 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6001 BYNO.DATEREVISIONSDHOLC20001
1" = 80'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF49 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHDAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVEWINCHESTER, VIRGINIA 22601PROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTPOST-DEVELOPMENT DRAINAGE MAPWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLAN
07-14-2022
DAVID L. FRANK
Lic. No.1061
00 80'160'
Ex. Lot 18
Ex. Lot 19
Ex. Lot 20
Ex. Lot 21
Ex. Lot 16
STEEPLECHASESUBDIVISIONINST. 05002804224" PEP
20' WIDE DRAINAGE ESMT.
INST. NO. 050028042
15" PEP18" PEPN 35°18'07" E1166.98'PLAYSETDECK
PATIO
DECK
PATIO
PATIO
CONC. DRIVEWAY(TYPICAL)
SHED
CONC.RET. WALLPATIO
POPPY LN.
EX. DWELLING (TYP.)ARDEYTH LN.54' R/WEx. Lot 17
15" HDPE15.5
23
24
24.1
24.2
24.3
PRE-DEV 10 Yr.WSE = 662.23'
9+65 10+00
10+35
OLR C
OLR C
OLR ABOLR E
OLR E
OLR D
OL
R
D
EX
EX
EX
EXEX OLR ABPRE-DEV 10 Yr.WSE = 662.23'
PRE-DEV 10 Yr.WSE = 662.23'
665 07
664 78
662 94
662 23
66195
663 44
667 63
669 02
662 76
662 42
660 01
660 50
665 33
663 80
663 92
OLR
659 62
662 01
662 47
665 28
668 63
669 40 668 06
667 87
666 35
664 13
662 78
664 54
668 91
67175
662 62
EP
662 27
EP
662 73
EP
66145
EP
665 80
EP
664 81
663 26
662 89
662 70
666 66
670 32
662 80
Crest
660 86
SAG
664 11
HP
666 26
HP
662 83
OLR
662 94
OLR
666 40
HP
668 91
670 47
HP
67190
HP
67158
664 31
662 45
66198
662 21
663 03
66021
HP
667 18
HP
662 20
HP 66145
LP
66189
LP
660660
660
660
670 662662664
66
4
6
6
4
666668668668
668
66
8
SECTION OLR E - OLR E
HORZ. SCALE: 1" = 30'
VERT.SCALE: 1" = 3'
657
660
663
666
657
660
9+40 9+60662.2662.18661.9661.86661.5661.529+90661.5661.49661.4661.40661.9661.8710+20662.1662.14663.2663.22665.3665.2510+50665.6665.5810+60
Ex. Grade
Ex. 24.2 Grate Top = 659.67
10+00 = OLRProp. Grade
Ex. Grade
POST-DEV 100 Yr.WSE = 661.40'
PRE-DEV 10 Yr.WSE = 662.23'
POST-DEV 10 Yr.WSE = 651.29'
OLR = 661.35
SECTION OLR B - OLR B
HORZ. SCALE: 1" = 30'
VERT.SCALE: 1" = 3'
657
660
663
666
657
660Ex. Lot 19(⅊)Ex. Lot 18 (⅊)LP @ Rear Yards
(≈90' East)10+00 = OLREx. Grade
POST-DEV 100 Yr.WSE = 661.40'
Post-Dev
Freeboard
100YR = 1.54'
Ex. 24.2 Grate Top = 659.67
PRE-DEV 10 Yr.WSE = 662.23'
POST-DEV 10 Yr.WSE = 651.29'
OLR = 662.94
Ex. Lot 18
Ex. Lot 19
Ex. Lot 20
Ex. Lot 21
Ex. Lot 16
STEEPLECHASESUBDIVISIONINST. 05002804224" PEP
20' WIDE DRAINAGE ESMT.
INST. NO. 050028042
15" PEP18" PEPN 35°18'07" E1166.98'PLAYSETDECK
PATIO
DECK
PATIO
PATIO
CONC. DRIVEWAY(TYPICAL)
SHED
CONC.RET. WALLPATIO
POPPY LN.
EX. DWELLING (TYP.)ARDEYTH LN.54' R/WEx. Lot 17
LOT 31
8,004 SF
LOT 32
8,005 SF
LOT 33
8,007 SF
LOT 34
8,008 SF
LOT 35
8,009 SF
LOT 36
8,010 SF
LOT 37
8,000 SF
LOT 38
8,000 SF10' LANDSCAPE ESMT15" HDPE15.5
23
24
24.1
24.2
24.3
POST-DEV 10 Yr.WSE = 659.54'
POST-DEV 10 Yr.WSE = 661.29'
POST-DEV 10 Yr.WSE = 661.29'
POST-DEV 100 Yr.WSE = 661.40'
POST-DEV 100 Yr.WSE = 661.40'
9+65 10+00
10+35
OLR C
OLR C
OLR ABOLR E
OLR E
OLR D
OL
R
D
EX
EX
EX
EXEX OLR ABPOST-DEV 100 Yr.WSE = 661.40'
POST-DEV 100 Yr.WSE = 661.40'
FF=672.88
GF=671.88
BF=664.28
FF=674.38
GF=673.38
BF=665.78
FF=674.88
GF=673.88
BF=666.28
FF=671.88
GF=670.88
BF=663.28
FF=672.88
GF=671.88
BF=664.28
FF=674.38
GF=673.38
BF=665.78
FF=674.88
GF=673.88
BF=666.28
W/O
W/O
W/O
PARTIALW/O
665 07
664 78
662 94
662 23
66195
663 44
667 63
669 02
662 76
662 42
660 01
660 50
665 33
663 80
663 92
OLR
660 06
SP
662 66
SP
659 62
662 01
662 47
665 28
668 63
669 40 668 06
667 87
666 35
664 13
662 78
664 54
668 91
67175
662 62
EP
662 27
EP
662 73
EP
661 45
EP
665 80
EP
664 81
663 26
662 89
662 70
666 66
670 32
662 80
Crest
660 86
SAG
664 11
HP
666 26
HP
662 83
OLR
662 94
OLR
666 40
HP
668 91
670 47
HP
671 90
HP
67158
664 31
662 45
661 98
662 21
663 03
66021
HP
667 18
HP
662 20
HP 66145
LP
66189
LP
2.7%5.5%
4.1%7.6%
6.7%
9.1%
8.8%
4.6%
2.0%8.4%
5.4%
6.1%
2.9%9.3%
2.4%10.0%
8.3%
8.7%
4.5%12.5%
12.5%5.3%
11.7%4.9%
668
666 50
BP
667
669 75
HP
668 00
668 00
670 50
66967100
HP
669
665 11
BP
667 00
665 61
WO
673 00
669 80
670 05
672 00
HP
666 50
BP
665 61
WO
673 00
670 40
668 09
664 60
669 00
HP
667 85
663 93
664 26
670 50 668 57
668 83
663 67
BP
663 72
670 00
HP
670 50
HP
665 11
WO
663 76
BP
665 11
WO
665 61
WO
665 61
WO 673 00
672 00
HP
672 50
HP
665 61
WO
665 61
WO
665 11
BP
664 61
BP
664 61
BP
664 50
BP
664 50
BP
67150
673 50
673 50
673 00
67150
669 50
669 17
HP
672 00
672 00
670 50
669 50
669 55
670 21
670 37
670 32
670 00
669 31
665 25
665 00
665 00
665 11
665 00
670
660660
660
660
670 662662664
66
4
6
6
4
666668668668
668
66
8 6706
7
0
662662664664664 664666666666666 666668664666668664668
Ditch D
See Sheet 72
SECTION OLR D - OLR D
HORZ. SCALE: 1" = 30'
VERT.SCALE: 1" = 3'
657
660
663
666
657
660
Ex. Grade
OLR = 662.20'
POST-DEV 100 Yr.WSE = 661.40'
9+40 9+60 663.9663.91663.2663.249+90662.7662.69662.2662.20662.5662.5110+20664.2664.25665.6665.63666.8666.8110+50668.0667.9910+60
PRE-DEV 10 Yr.WSE = 662.23'
Ex. 24.1 Grate Top = 659.12
POST-DEV 10 Yr.WSE = 659.54'10+00 = OLRPost-Dev
Freeboard
100YR = 0.8'
Prop. Grade
SECTION OLR A - OLR A
HORZ. SCALE: 1" = 30'
VERT.SCALE: 1" = 3'
657
660
663
666
657
660
9+40 9+60 9+90663.1663.10662.8662.83663.1663.1510+20 10+5010+60
Ex. Grade
POST-DEV 10 Yr.WSE = 659.54'
PRE-DEV 10 Yr.WSE = 662.23'Ex. Lot 18 (⅊)Ex. Lot 17 (⅊)POST-DEV 100 Yr.WSE = 661.40'
LP @ Rear Yards
(≈ 60' East)
Ex. 24.1 Grate Top = 659.12
OLR = 662.83
10+00 = OLRSECTION OLR C - OLR C
HORZ. SCALE: 1" = 30'
VERT.SCALE: 1" = 3'
657
660
663
666
657
660
9+40 9+60 664.8664.80664.4664.439+90664.1664.09663.9663.92664.0664.0110+20664.2664.16665.2665.1610+5010+60
LP @ Rear Yards
(≈ 140' South)10+00 = OLREx. Grade
OLR = 663.92'
POST-DEV 100 Yr.WSE = 661.40'
PRE-DEV 10 Yr.WSE = 662.23'
Ex. 24.1 Grate Top = 659.12
POST-DEV 10 Yr.WSE = 659.54'
Post-Dev
Freeboard
100YR = 2.53'
Ground Cover Hatch Key
Pre-Development 10 Yr. WSE
Post-Development 10 Yr. WSE
Post-Development 100 Yr. WSE
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6002.dwg PLOTTED: 7/14/2022 2:16 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6002 BYNO.DATEREVISIONSDHOLC20001
AS NOTED
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF50 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601OFF-SITE DRAINAGE & OVER LAND RELIEF EVALUATIONWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTNORTH00 30'60'Off-Site Drainage & Over Land Relief Plan View
Pre-Development Condition Evaluation
Scale: 1" = 30'
00 30'60'Off-Site Drainage & Over Land Relief Plan View
Post-Development Condition Evaluation
Scale: 1" = 30'
Ex. Lot 119
Ex. Lot 117
Ex. Lot 118
Ex. Lot 14
OPEN SPACE
Ex. Lot 13
ARDEYTH LN.54' R/WFARMINGTON BLVD.
60' R/W
EX. SAN. SEWER SAN. LAT.GLM3 - WV's
2 - WV's
CONC. S/W
CONC. S/WMBMB
TR
EX. 15" P
E
P
EX. 18" PEP
W/M
FH
W/M
20' WIDE SEWER ESMT.INST. NO. 050028042
20' WIDE W/L ESMT.INST. NO. 050028042
EX. SAN. SEWER
EX. W/L
GARDEN
DECKPATIO
DECK SHED
SHED PATIOAREA
EX. STOPSIGN
Ex. Lot 12Ex. Lot 11
5
5.1
6
7
PRE-DEV 10 Yr.WSE = 657.68'OLR GOLR GOLR JOLR JPRE-DEV 10 Yr.WSE = 661.02'
EX
EX
EX
EX
664 27
662 55
663 02
662 29
663 74
663 09
35
660 44
OLR
662 71
66181
66153
664 25 664 35
HP66466
HP
658 71
EP
659 14
EP
658 89
EP65854
EP
657 85
EP
657 10
EP 657 72
EP 658 13
EP 659 23
EP 659 76
EP 660 86
EP
664 07
664 26
662 21
663 98
OLR
663 75
LP
664 28
660 00
LP
660 64
660 83
OLR
663 61
HP
663 34
659 6265902
659 69
662 94
HP
661 98
662 7666155660966614966137
660 1365942
659 41
666 17
HP
665 06
665 31
666 88
667 03 665 25 664 95
665 82
664 65
665 89
665 17
HP
662
662
664
666
66266
0
6
6
0
658 658662SECTION OLR J - ORL J
HORZ. SCALE: 1" = 30'
VERT.SCALE: 1" = 3'
657
660
663
666
657
660
9+40 9+60 661.4661.36661.2661.159+90660.9660.91660.8660.83660.9660.9410+20661.2661.18661.7661.74662.4662.3910+5010+60
Ex. Grade
OLR = 660.83
POST-DEV 100 Yr.WSE = 661.08'Face of Bldg. (Approx.)FFE's Unknown0.83' Sump SUMP = 660.00
LP @ Lot 13
(≈ 75' East)
POST-DEV 10 Yr.WSE = 661.01'
PRE-DEV 10 Yr.WSE = 661.03'
Post-Dev 100YR =
0.33' Free Board
10+00 = OLREx. Lot 119
Ex. Lot 117
Ex. Lot 118
Ex. Lot 14
OPEN SPACE
Ex. Lot 13
ARDEYTH LN.54' R/WFARMINGTON BLVD.
60' R/W
EX. SAN. SEWER SAN. LAT.GLM3 - WV's
2 - WV's
CONC. S/W
CONC. S/WMBMB
TR
EX. 15" P
E
P
EX. 18" PEPEX. 18" PEPW/M
FH
W/M
20' WIDE SEWER ESMT.INST. NO. 050028042
20' WIDE W/L ESMT.INST. NO. 050028042
EX. SAN. SEWER
EX. W/L
GARDEN
DECKPATIO
DECK SHED
SHED PATIOAREA
EX. STOPSIGN
Ex. Lot 12Ex. Lot 11
CG-12AC
G
-
1
2
A
LOT 1
10,319 SF
LOT 2
8,350 SF
LOT 3
8,348 SF
LOT 28
10,176 SF
LOT 29
8,002 SF GABRIEL CT.55' ROW - 25 MPH5' CONC SWLK
5' CONC SWLK
10' LANDSCAPE ESMT
10' LANDSCAPE ESMTSTORM ESMT
STORM DRAINAGE
& MAINT. ESMT
15"HDPE15" H
D
P
E
15" HDPE
15" HDPE4.34.4
4.5
4.6
5
5.1
6
7
POST-DEV 10 Yr.WSE = 657.66'
POST-DEV 100 Yr.WSE = 657.73'OLR GOLR GOLR JOLR JPOST-DEV 10 Yr.WSE = 661.01'
POST-DEV 100 Yr.WSE = 661.08'
EX
EX
EX
EX
LP 666.44
10+27.82
FF=670.03
GF=669.03
BF=661.43
FF=670.88
GF=669.88
BF=662.28
FF=668.69
GF=667.69
BF=660.09
FF=669.70
GF=668.70
BF=661.10
FF=670.50
GF=669.50
BF=661.90
664 27
662 55
663 02
662 29
663 74
663 09
35
660 44
OLR
661 80
SP
662 71
66181
66153
664 25 664 35
HP66466
HP
658 71
EP
659 14
EP
658 89
EP65854
EP
657 85
EP
656 80
EP
657 10
EP65688
EP 657 72
EP 658 13
EP 659 23
EP 659 76
EP 660 86
EP
664 07
664 26
662 21
663 98
OLR
663 75
LP
664 28
660 00
LP
660 64
660 83
OLR
663 61
HP
663 34
659 6265902
659 69
662 94
HP
66198
662 7666155660966614966137
660 1365942
659 41
666 17
HP
665 06
665 31
666 88
667 03 665 25 664 95
665 82
664 65
665 89
665 17
HP
8.6%
4.6%
2.2%5.8%
3.8%8.4%2.3%3.7%2.0%3.0%2.0%2.1%2.2%2.2%2.0%2.0%2.0%3.5%666 45
TC66647
TC
665 64
TC
663 28
TC
663 28
TC
667 24
666 65
667 00
665 50
665 00
667 00
668 15
HP
667 25
665 25
665 82
665 00
BP
667 10
664 07
666 10 667 10
666 60
661 96
663 32
BP
667 10
666 26
666 60 666 64
667 13
HP
667 75
HP
667 10 667 10 668
668 91
667 58
666 50 666 50
668 65
664 25
HP
662 34
6676668366486
668 65
667 50
666 60
BP
667 10 667 10 667 00 667 00
666 69
BP 666 35
BP
667 10 667 10 668 33 669 12
662
662
664
666
66
0
6
6
0
658 6586626
6
2
6
6
4
6
6
6 668664666
6
6
8
Catch Basin 5
100 Yr. WSE = 663.35'
See "Catch Basin 5
Weir Detail" (Sh. 60)
Ground Cover Hatch Key
Pre-Development 10 Yr. WSE
Post-Development 10 Yr. WSE
Post-Development 100 Yr. WSE
SECTION OLR G - OLR G
HORZ. SCALE: 1" = 30'
VERT.SCALE: 1" = 3'
657
660
663
666
657
660
9+40 663.1663.119+60662.3662.33661.4661.43660.8660.809+90660.6660.62660.4660.44660.6660.6410+20661.1661.07661.3661.26661.6661.5610+50661.7661.6810+60
OLR = 660.44POST-DEV 100 Yr.WSE = 657.73'
LP @ Lot 14
(≈ 30' South)
Grate Top = 657.42
POST-DEV 10 Yr.WSE = 657.66'
PRE-DEV 10 Yr.WSE = 657.68'10+00 = OLRPost-Dev
Freeboard
100YR = 2.71'U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6003.dwg PLOTTED: 7/14/2022 2:18 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6003 BYNO.DATEREVISIONSDHOLC20001
AS NOTED
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF51 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601OFF-SITE DRAINAGE & OVER LAND RELIEF EVALUATIONWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTNORTHOff-Site Drainage & Over Land Relief Plan View
Pre-Development Condition Evaluation
Scale: 1" = 30'
00 30'60'Off-Site Drainage & Over Land Relief Plan View
Post-Development Condition Evaluation
Scale: 1" = 30'
MB
CONC. S/W
CONC. S/W
Ex. Lot 24
Ex. Lot 25
Ex. Lot 204
Ex. Lot 199Ex. Lot 198
Ex. Lot 203
2.5' SIDEWALK ESMT.INST. NO. 040024106LADYSLIPPER DR.54' R/WMB MB
MB
MLP
TRB TVRB
EX. 30" P
E
P
DRAINAGE ESMT.INST. NO. 040010667
15' WIDE SEWER ESMT.INST. NO. 030007982 15' WIDE W/L ESMT.INST. NO. 03000798215' WIDE W/L ESMT.INST. NO. 030007982 10' WIDE GAS PIPELINE ESMT.EX.
24
"
RCP
20' WIDE SEWER ESM
T
.
INST. NO. 010017843
VARIABLE WIDTH W/L ESMT.INST. NO. 010017843CONC. S/WCONC. S/WEX. SHED(APPROX. LOC.)
EX. SAN. SEWER
EX. GAS LINE (TYP.)
EX. SAN. SEW. (TYP.)
Ex. Lot 26
Ex. Lot 27
DECK
DECK
DECK
9
8 7
17
16
PRE-DEV 10 Yr.WSE = 643.71'OLR MOLR MEX
EX EX
EX
EX
645 91
OLR
646 62
HP
646 23
HP
64056
INV
650642642
644
644646646
64
8
65265465
4654 65
4 6566566
5
6
SECTION OLR M - OLR M
HORZ. SCALE: 1" = 30'
VERT.SCALE: 1" = 3'
642
645
648
651
642
650
9+40 646.7646.709+60646.9646.86646.9646.90646.4646.409+90646.1646.10645.9645.91645.9645.9310+20645.6645.57645.1645.13645.3645.3010+50645.4645.3610+60
POST-DEV 100 Yr.WSE = 645.55'
Ex. Grade
PRE-DEV 10 Yr.WSE = 643.71'
POST-DEV 10 Yr.WSE = 642.56'
OLR @ EX. LOT 25 = 645.9110+00 = OLRFace of Bldg. (Approx.)FFE's UnknownOLR @ R/W = 645.50
MB
CONC. S/W
CONC. S/W
Ex. Lot 24
Ex. Lot 25
Ex. Lot 204
Ex. Lot 199Ex. Lot 198
Ex. Lot 203
2.5' SIDEWALK ESMT.INST. NO. 040024106LADYSLIPPER DR.54' R/WMB MB
MB
MLP
TRBTVRB
EX. 30" P
E
P
DRAINAGE ESMT.INST. NO. 040010667
15' WIDE SEWER ESMT.INST. NO. 030007982 15' WIDE W/L ESMT.INST. NO. 03000798215' WIDE W/L ESMT.INST. NO. 030007982 10' WIDE GAS PIPELINE ESMT.EX.
24
"
RCP
20' WIDE SEWER ES
M
T
.
INST. NO. 010017843
VARIABLE WIDTH W/L ESMT.INST. NO. 010017843CONC. S/WCONC. S/WEX. SHED(APPROX. LOC.)
EX. SAN. SEWER
EX. GAS LINE (TYP.)
EX. SAN. SEW. (TYP.)
Ex. Lot 26
Ex. Lot 27
DECK
DECK
DECK
LOT 12
9,920 SF
LOT 13
8,918 SF
LOT 14
8,000 SF
LOT 15
8,423 SF
LOT 16
8,425 SF
LOT 17
8,107 SF
LOT 18
8,615 SF
OPEN SPACE 3
0.3772 AC.
FARMING
T
O
N
B
L
V
D.
55' ROW -
2
5
M
P
H
30 LF - GUARD RAIL - GR-2
EXTEND 4' SWLK WITH ASPHALT
TRANSITION TO 10' ASPHALT MULTI-USE TRAIL
20' STORM ESMT
STORM DRAINAGE
& MAINT. ESMT
STORM DRAINAGE & MAINT. ESMT9
8 7
17
16
POST-DEV 10 Yr.WSE = 642.56'
POST-DEV 100 Yr.WSE = 645.55'OLR MOLR MEX
EX EX
EX
EXLP 645.3923+46.16FF=651.81
GF=650.81
BF=643.21
FF=655.05
GF=654.05
BF=646.45
FF=658.18
GF=657.18
BF=649.58
FF=660.89
GF=659.89
BF=652.29
FF=654.10
GF=653.10
BF=645.50
FF=656.86
GF=655.86
BF=648.26
GF=658.99
BF=651.39
645 91
OLR
646 62
HP
646 23
HP
6.6%6.0%5.2%8.0%8.3%8.0%2.0%2.1%4.5%3.1%3.4%2.0%3.1%2.0%2.8%2.0%645 76
TC
645 74
TC
645 40
TC
645 41
TC
650 43 650 31
650 31
650 31
643 09
INV
663 65
649 81
650 40
648 04
649 13
650 21
HP
655 88
652 72
653 64
653 67
653 55
651 05
650 55
651 55
652 05
653 45
HP
656 68
656 80
655 18
654 18
653 68
654 68
656 77
659 39
89 39
656 89
656 60
HP
653 45
650 63
648 08
652 60
652 10
655 36
654 36
653 86
654 86
658 49
657 99
652 72
652 06
652 55
649 68
655 48
655 36
655 45
652 51
652 45
HP
658 49
658 58
655 65
655 16
HP
656 43
654 91
651 46
648 0464804 646 62
650 81
TOP
648 00
TOP
652 60
651 50
OLR
646 15
OLR
650 10
HP
655 40
HP
64056
INV
650642642
644
644646646
64
8
65265465
4654 65
4 6566566
5
6
6
5
0
64
6
6
4
8
6
5
2
65
4
6
5
6 650646646646648652
654656658
6
5
4
65665865064664865253 50
TB
100 Yr. WSE = 645.51'Top Berm = 646.75'Ground Cover Hatch Key
Pre-Development 10 Yr. WSE
Post-Development 10 Yr. WSE
Post-Development 100 Yr. WSE
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6004.dwg PLOTTED: 7/14/2022 2:19 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6004 BYNO.DATEREVISIONSDHOLC20001
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PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
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EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 30'60'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS
07-14-2022
Off-Site Drainage & Over Land Relief Plan View
Pre-Development Condition Evaluation
Scale: 1" = 30'
00 30'60'Off-Site Drainage & Over Land Relief Plan View
Post-Development Condition Evaluation
Scale: 1" = 30'
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601OFF-SITE DRAINAGE & OVER LAND RELIEF EVALUATIONWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTNORTH
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6005.dwg PLOTTED: 7/14/2022 2:21 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6005 BYNO.DATEREVISIONSDHOLC20001
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SHEET
APPROVED BY
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DRAWN BY
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ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVEWINCHESTER, VIRGINIA 22601PROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTWATER QUANTITY COMPLIANCE SUMMARY(STUDY POINTS 1-3)WINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLAN 07-14-2022
DAVID L. FRANK
Lic. No.1061
Study Point 3
Study Point 2
Study Point 1
Natural Channel (Dense Grass / n=0.024)18:1 Slope20:1 Slope8' Wide Bottom
Existing Channel Section SP1 - FP(NTS)
Storm Event
2 Yr. Storm
10 Yr. Storm
Peak Q
2.29 cfs
4.25 cfs
Flow Depth
0.11'
0.15'
Velocity
2.06 fps
2.61 fps
Runoff Computations
D10 = 0.15'This "Existing Channel Section" demonstrates
compliance with Flood Protection 9VAC25-870-66.C.1
& the Limits of Analysis 9VAC25-870-66.C.3.d
4.5:
1
S
l
o
p
e 10:1 Slope
Existing Channel Section SP3 - FP(NTS)
Capacity ComputationBankfull Q10 = 31.38
DBankfull = 1.00'This "Existing Channel Section" demonstrates
compliance with Flood Protection 9VAC25-870-66.C.1
& the Limits of Analysis 9VAC25-870-66.C.3.d
Natural Channel (Dense Grass n=0.024)
Study Point 1 Summary
In General
This Study Point discharges to a Natural Channel, being a Broad Swale. Drainage is detained at Catch Basin 1,
then discharges through the weir to a Level Spreader at the Study Point.
Channel Protection & Limits of Analysis for Channel Protection
Channel Protection is Satisfied by 9VAC25-870-66.B.1.b.
The Limits of Analysis for Channel Protection is Satisfied by 9VAC25-870-66.B.4.
The "Energy Balance Equation" is Satisfied at this Study Point.
Flood Protection
Flood Protection is Satisfied by 9VAC25-870-66.C.1.
Downstream, the Broad Swale has Capacity to Convey the Post-Development Q10 Peak Discharge.
Limits of Analysis for Flood Protection
The Limits of Analysis for Channel Protection is Satisfied by 9VAC25-870-66.C.3.d.
Site Discharge is Sheet Flow from a Level Spreader.
Downstream Conveyance has the required capacity to prevent flooding during the 10Yr - 24Hr Storm Event.
Downstream Velocities are Non-Erosive during the 2Yr - 24Hr Storm Event.
Downstream Areas are Stabilized. On-Site E&S Controls are required to remain until the Site is Stabilized..
Study Point 2 Summary
In General
This Study Point discharges to a Man-Made Channel, being an Existing Storm Sewer System constructed as
part of the Lynnehaven Subdivision. This Study Point drains a significant portion of the proposed project. Three
Catch Basins are situated within this Study Area, to Detain Runoff for Controlled release.
Channel Protection & Limits of Analysis for Channel Protection
Channel Protection is Satisfied by 9VAC25-870-66.B.1.b.
The Limits of Analysis for Channel Protection is Satisfied by 9VAC25-870-66.B.4.
The "Energy Balance Equation" is Satisfied at this Study Point.
Flood Protection
Flood Protection is Satisfied by 9VAC25-870-66.C.2.b.
The Post-Development Q10.Peak Peak Flow is Less Than the Pre-Development Q10.Peak Flow.
Flood Protection & Limits of Analysis for Flood Protection
The Limits of Analysis for Flood Protection is Satisfied by 9VAC25-870-66.C.3.
The Existing Headwall Inlet "Ex. 9", which begins the Downstream Conveyance is found to "Currently
Experience Localized Flooding". See Sheet 52 - Off-Site Drainage & Over Land Relief Evaluation
Study Point 3 Summary
In General
This Study Point discharges to a Natural Channel, being an Un-Named Tributary of Opequon Creek. This is
Study Point drains another significant portion of the proposed project. One Wet Pond is situated within this
Drainage Area, Detaining Runoff for Controlled release.
Channel Protection & Limits of Analysis for Channel Protection
Channel Protection is Satisfied by 9VAC25-870-66.B.3.a.
The Limits of Analysis for Channel Protection is Satisfied by 9VAC25-870-66.B.4.
The "Energy Balance Equation" is Satisfied at this Study Point.
Flood Protection
Flood Protection is Satisfied by 9VAC25-870-66.C.2.b.
The Post-Development Q10.Peak Peak Flow is Less Than the Pre-Development Q10.Peak Flow.
Flood Protection & Limits of Analysis for Flood Protection
The Limits of Analysis for Flood Protection is Satisfied by 9VAC25-870-66.C.3.
The Existing Channel, beginning the Downstream Conveyance is found to "Currently Experience Localized
Flooding", as the Pre-Development Peak Flow (Q10) = 123.65 is found to overtop the Channel Bank. See this
sheet for the "Existing Channel Section SP3 - FP" & Existing Channel Section (StreamSTATS) for Channel
Capacity Computations. Channel Capacity was evaluated 2 ways with similar results.
StreamSTATS was used to Delineate the Drainage Area. This Area was then used to Calculate the
Pre-Development Peak Flow (Q10) using the "Regional Regression Equations for Estimating Peak Flows of
Streams in Virginia", Reference USGS Scientific Investigations Report 2011-5144: Peak Flow Characteristics of
Virginia Streams; Table 3"Existing Channel Section (StreamSTATS)(NTS)
Capacity ComputationBankfull Q10 = 32.75
This "Existing Channel Section" demonstrates
compliance with Flood Protection 9VAC25-870-66.C.1
& the Limits of Analysis 9VAC25-870-66.C.3.
Natural Channel (Dense Grass n=0.024)
8' Wide BottomDBankfull=0.86' The "Bankfull Width & Depth" from the Regression
Equation were Input for Channel Capacity Computation.
The Post Developed Q10 is reduced, demonstrating
compliance with Flood Protection 9VAC25-870-66.C.1
The Post Developed Q10 is reduced, demonstrating
compliance with Flood Protection 9VAC25-870-66.C.1
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6006.dwg PLOTTED: 7/14/2022 2:21 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6006 BYNO.DATEREVISIONSDHOLC20001
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SHEET
APPROVED BY
OF54 79
DRAWN BY
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DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVEWINCHESTER, VIRGINIA 22601PROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTWATER QUANTITY COMPLIANCE SUMMARY(STUDY POINTS 4-6)WINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLAN 07-14-2022
DAVID L. FRANK
Lic. No.1061
Storm Event
2 Yr. Storm
10 Yr. Storm
Peak Q
4.04 cfs
10.68 cfs
Flow Depth
0.45'
0.65'
Velocity
4.20 fps
5.32 fps
Runoff Computations Study Point 4 Summary
In General
This Study Point discharges to a Natural Channel. Concentrated Flow is Physically Spread to Sheet Flow by a
Level Spreader at the Study Point. Other portions also discharge as Sheet Flow.
Channel Protection & Limits of Analysis for Channel Protection
Channel Protection is Satisfied by 9VAC25-870-66.B.3.a.
The Limits of Analysis for Channel Protection is Satisfied by 9VAC25-870-66.B.4.
The "Energy Balance Equation" is Satisfied at this Study Point.
Flood Protection
Flood Protection is Satisfied by 9VAC25-870-66.C.1.
Downstream, the Broad Swale has Capacity to Convey the Post-Development Q10 Peak Discharge.
Limits of Analysis for Flood Protection
The Limits of Analysis for Channel Protection is Satisfied by 9VAC25-870-66.C.3.d.
Site Discharge is Sheet Flow from a Level Spreader.
Downstream Conveyance has the required capacity to prevent flooding during the 10Yr - 24Hr Storm Event.
Downstream Velocities are Non-Erosive during the 2Yr - 24Hr Storm Event.
Downstream Areas are Stabilized. On-Site E&S Controls are required to remain until the Site is Stabilized.
Study Point 5 Summary
In General
This Study Point discharges to a Man-Made Channel, being an Existing Storm Sewer System constructed as
part of the Steeplechase Subdivision. Drainage to this Study Point during the Pre-Developed 10Yr - 24Hr Storm
Event Floods this Area and Study Points 6 & 7.
The Drainage Area to this Study Point has been reduced significantly, such that the Post-Developed 10Yr - 24Hr
Storm Event No Longer Floods this Area.
Channel Protection & Limits of Analysis for Channel Protection
Channel Protection is Satisfied by 9VAC25-870-66.B.1.b.
The Limits of Analysis for Channel Protection is Satisfied by 9VAC25-870-66.B.4.
The "Energy Balance Equation" is Satisfied at this Study Point.
Flood Protection
Flood Protection is Satisfied by 9VAC25-870-66.C.2.b.
The Post-Development Q10.Peak Peak Flow is Less Than the Pre-Development Q10.Peak Flow.
Flood Protection & Limits of Analysis for Flood Protection
The Limits of Analysis for Flood Protection is Satisfied by 9VAC25-870-66.C.3.
The Existing Grate Inlet "Ex. 24.3", which begins the Downstream Conveyance is found to "Currently Experience
Localized Flooding". See Sheet 50 - Off-Site Drainage & Over Land Relief Evaluation
Study Point 6
Study Point 5
Study Point 4
4.5:
1
S
l
o
p
e 5:1 Slope
Existing Channel Section SP4 - FP(NTS)D10 = 0.65'This "Existing Channel Section" demonstrates
compliance with Flood Protection 9VAC25-870-66.C.1
& the Limits of Analysis 9VAC25-870-66.C.3.d
Natural Channel (Dense Grass n=0.024)
Study Point 6 Summary
In General
This Study Point discharges to a Man-Made Channel, being an Existing Storm Sewer System constructed as
part of the Steeplechase Subdivision. This Study Point experiences Flooding, during the Pre-Developed 10Yr -
24Hr Storm Event Floods along with Study Points 5 & 7.
The Post-Developed 10Yr - 24Hr Storm Event No Longer Floods this Area.
Channel Protection & Limits of Analysis for Channel Protection
Channel Protection is Satisfied by 9VAC25-870-66.B.1.b.
The Limits of Analysis for Channel Protection is Satisfied by 9VAC25-870-66.B.4.
The "Energy Balance Equation" is Satisfied at this Study Point.
Flood Protection
Flood Protection is Satisfied by 9VAC25-870-66.C.2.b.
The Post-Development Q10.Peak Peak Flow is Less Than the Pre-Development Q10.Peak Flow.
Flood Protection & Limits of Analysis for Flood Protection
The Limits of Analysis for Flood Protection is Satisfied by 9VAC25-870-66.C.3.
The Existing Grate Inlet "Ex. 24.2", which begins the Downstream Conveyance is found to "Currently Experience
Localized Flooding". See Sheet 50 - Off-Site Drainage & Over Land Relief Evaluation
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6007.dwg PLOTTED: 7/14/2022 2:21 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6007 BYNO.DATEREVISIONSDHOLC20001
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SHEET
APPROVED BY
OF55 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVEWINCHESTER, VIRGINIA 22601PROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTWATER QUANTITY COMPLIANCE SUMMARY(STUDY POINTS 7-9)WINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLAN 07-14-2022
DAVID L. FRANK
Lic. No.1061
Study Point 7 Summary
In General
This Study Point discharges to a Man-Made Channel, being an Existing Storm Sewer System constructed as
part of the Steeplechase Subdivision. This Study Point experiences Flooding, during the Pre-Developed 10Yr -
24Hr Storm Event Floods along with Study Points 5 & 6.
The Post-Developed 10Yr - 24Hr Storm Event No Longer Floods this Area.
Channel Protection & Limits of Analysis for Channel Protection
Channel Protection is Satisfied by 9VAC25-870-66.B.1.b.
The Limits of Analysis for Channel Protection is Satisfied by 9VAC25-870-66.B.4.
The "Energy Balance Equation" is Satisfied at this Study Point.
Flood Protection
Flood Protection is Satisfied by 9VAC25-870-66.C.2.b.
The Post-Development Q10.Peak Peak Flow is Less Than the Pre-Development Q10.Peak Flow.
Flood Protection & Limits of Analysis for Flood Protection
The Limits of Analysis for Flood Protection is Satisfied by 9VAC25-870-66.C.3.
The Existing Grate Inlet "Ex. 24.1", which begins the Downstream Conveyance is found to "Currently Experience
Localized Flooding". See Sheet 50 - Off-Site Drainage & Over Land Relief Evaluation
Study Point 9A & 9B
Study Point 8
Study Point 7
Study Point 8 Summary
In General
This Study Point discharges to a Man-Made Channel, being an Existing Storm Sewer System constructed as
part of the Steeplechase Subdivision. This Study Point is at Existing Grate Inlet "Ex.7" in the Rear Yard of
Existing Lot 14. See Sheet 51 - Off-Site Drainage & Over Land Relief Evaluation..
Channel Protection & Limits of Analysis for Channel Protection
Channel Protection is Satisfied by 9VAC25-870-66.B.1.b.
The Limits of Analysis for Channel Protection is Satisfied by 9VAC25-870-66.B.4.
The "Energy Balance Equation" is Satisfied at this Study Point.
Flood Protection
The Limits of Analysis for Flood Protection is Satisfied by 9VAC25-870-66.C.1.
The Post-Development Q10 Peak Peak Flow is Conveyed Downstream through the Existing Storm Sewer
System, having Adequate Capacity (Beginning at Ex. Structure 7 & Discharging at Ex Structure 1).
See the "Storm Sewer Design Computations" on this Sheet.
Limits of Analysis for Flood Protection
The Limits of Analysis for Flood Protection is Satisfied by 9VAC25-870-66.C.3.a.
The Drainage From the Site to Existing Structure 1 is Less Than 1.0% of the Total CDA, to the same point.
The Total CDA at Existing Structure 1 (Farmington Blvd Drainage Crossing) is Approximately 96 Acres, per a
StreamSTATS Basin Delineation.
The CDA to Study Point 8 is 0.80 Ac., or 0.83% of the Total CDA at the Limits of Analysis.
Study Point 9A Summary
In General
This Study Point discharges to a Man-Made Channel, being an Existing Storm Sewer System constructed as
part of the Steeplechase Subdivision. This Study Point receives a small area of drainage from the proposed
development. This drainage is collected within the Gutter Pan along Farmington Blvd. and Drains to a Curb
Inlets, being Existing Structure 6. See the "Storm Sewer Design Computations" on this Sheet.
Channel Protection
Channel Protection is Satisfied by 9VAC25-870-66.B.1.a.
The Post-Development Q10 Peak Peak Flow is Conveyed Downstream through the Existing Storm Sewer at
Non-Erosive Velocities. Accordingly, Post-Development Q2 Peak Peak Flow is Conveyed at Non-Erosive
Velocities.
Limits of Analysis for Channel Protection
The Limits of Analysis for Flood Protection is Satisfied by 9VAC25-870-66.C.4.a.
The Drainage From the Site to Existing Structure 1 is Less Than 1.0% of the Total CDA, to the same point.
See the "Limits of Analysis for Flood Protection" below.
Flood Protection
The Limits of Analysis for Flood Protection is Satisfied by 9VAC25-870-66.C.1.
The Post-Development Q10 Peak Peak Flow is Conveyed Downstream through the Existing Storm Sewer
System, having Adequate Capacity (Beginning at Ex. Structure 7 & Discharging at Ex Structure 1).
See the "Storm Sewer Design Computations" on this Sheet.
Limits of Analysis for Flood Protection
The Limits of Analysis for Flood Protection is Satisfied by 9VAC25-870-66.C.3.a.
The Drainage From the Site to Existing Structure 1 is Less Than 1.0% of the Total CDA, to the same point.
The Total CDA at Existing Structure 1 (Farmington Blvd Drainage Crossing) is Approximately 96 Acres, per a
StreamSTATS Basin Delineation.
The Contributing Drainage Area to Study Point 9A is 0.67Ac., or 0.70% of the Total Contributing Drainage Area
at the Limits of Analysis.
Study Point 9B Summary
In General
This Study Point discharges to a Man-Made Channel, being an Existing Storm Sewer System constructed as
part of the Steeplechase Subdivision. This Study Point receives a small area of drainage from the proposed
development. This drainage is collected within the Gutter Pan along Farmington Blvd. and Drains to a Curb
Inlet, being Existing Structure 5.1. See the "Storm Sewer Design Computations" on this Sheet.
Channel Protection
Channel Protection is Satisfied by 9VAC25-870-66.B.1.a.
The Post-Development Q10 Peak Peak Flow is Conveyed Downstream through the Existing Storm Sewer at
Non-Erosive Velocities. Accordingly, Post-Development Q2 Peak Peak Flow is Conveyed at Non-Erosive
Velocities.
Limits of Analysis for Channel Protection
The Limits of Analysis for Flood Protection is Satisfied by 9VAC25-870-66.C.4.a.
The Drainage From the Site to Existing Structure 1 is Less Than 1.0% of the Total CDA, to the same point.
See the "Limits of Analysis for Flood Protection" below.
Flood Protection
The Limits of Analysis for Flood Protection is Satisfied by 9VAC25-870-66.C.1.
The Post-Development Q10 Peak Peak Flow is Conveyed Downstream through the Existing Storm Sewer
System, having Adequate Capacity (Beginning at Ex. Structure 7 & Discharging at Ex Structure 1).
See the "Storm Sewer Design Computations" on this Sheet.
Limits of Analysis for Flood Protection
The Limits of Analysis for Flood Protection is Satisfied by 9VAC25-870-66.C.3.a.
The Drainage From the Site to Existing Structure 1 is Less Than 1.0% of the Total CDA, to the same point.
The Total CDA at Existing Structure 1 (Farmington Blvd Drainage Crossing) is Approximately 96 Acres, per a
StreamSTATS Basin Delineation.
The Contributing Drainage Area to Study Point 9B is 0.66 Ac., or 0.69% of the Total Contributing Drainage Area
at the Limits of Analysis.
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6008.dwg PLOTTED: 7/14/2022 2:22 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6008 BYNO.DATEREVISIONSDHOLC20001
----
CJM
DLF
SHEET
APPROVED BY
OF56 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVEWINCHESTER, VIRGINIA 22601PROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTWATER QUANTITY COMPLIANCE SUMMARY (SP10) & SWM NARRATIVEWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLAN 07-14-2022
DAVID L. FRANK
Lic. No.1061
Winchester Landing Stormwater Management Narrative
Overview
The "Winchester Landing" project site is generally located in Frederick County,
Virginia within the Redbud Magisterial District. This site is specifically located
north of Senseny Road (Route 657), east of Greenwood Road (Route 656) and
the "Briarwood Estates" Subdivision, west of Channing Drive and the
"Lynnehaven" Subdivision, and south of the "Steeplechase" Subdivision. This
property is identified as property identification number 55-(A)-201B and is
currently zoned RP.
This project proposes construction of Age-Restricted Community with Single
Family Detached Lots, Townhouse Lots, Apartment Buildings, Public and
Private Roads, associated utilities and various Stormwater Management
Facilities. Facilities for management of Stormwater Quantity and Stormwater
Quality are proposed to meet regulatory requirements. The site currently has no
impervious land cover, excepting the Wetland Areas, one of which is to remain
undisturbed, being outside of the Limits of Disturbance defined for this work.
The Total Site Area is 33.61 acres, of which approximately 32.44 acres will be
disturbed for construction. To meet Water Quality requirements, four (4)
separate Level II Bio-Retention Facilities and a single Level I Wet Pond have
been designed and proposed for construction.
Pre-Development Conditions
The site discharges surface runoff at ten (10) different locations. The
drainage(s) flow to various Receiving Channels, which then convey stormwater
further down gradient.
Slopes range from less than 0.50% to approximately 15%.
The Western Portion of the site has "Brushy" ground cover. The "Brushy"
ground cover is approximately 13.10 Acres or (39.00% of the total site). An
Overhead Electric Transmission Cable traverses the project site from the south
to north, or vise versa. There are two poles on-site and the facility is located
within a 150' Wide Easement, which totals 3.79 Acres or (11.25% of the total
site). The remaining 16.72 Acres or (49.75% of the total site) of on-site ground
cover is "Wooded" and considered to be in good condition.
See the Pre-Development Drainage Map (Sheet 48).
Post-Development Conditions
The Post-Development Drainage Patterns are similar to the Pre-Development
Drainage Patterns. The site still discharges surface runoff at ten (10) different
locations.
All Disturbed Areas will be stabilized and have Managed Turf or Impervious
Ground Cover.
See the Post-Development Drainage Map (Sheet 49).
Water Quality Control (BMP)
Water Quality Requirements for Phosphorus reduction are achieved on-site and
by purchase of "Nutrient Credits.
The total Phosphorous Reduction Required for this Development is
To meet Water Quality requirements, four (4) separate Level II Bio-Retention
Facilities and a single Level I Wet Pond have been designed and proposed for
construction. These Facilities achieve a Combined Phosphorous Reduction of
18.37 lbs/yr.
The Virginia Runoff Reduction Method for New Development Worksheet
v3.0-2013 Draft Standards and Specifications was used to verify compliance of
the water quality control requirements. The required phosphorus reduction for
the site is 23.78 lbs/yr. The Proposed BMP Facilities, reduce the phosphorus
load for this site by18.37 lbs/yr (77.25%). 5.41 lbs/yr (22.75%) of Nutrient
Credits are necessary to be purchased, in order to meet the Total Required
Phosphorous Reduction of 23.78 lbs/yr.
Water Quantity Control (SWM)
Water Quantity requirements for Channel Protection, Flood Protection and
Limits of Analysis and flood protection are satisfied with five (5) small Catch
Basins and a single Level I Wet Pond, in conjunction with Runoff Reduction
through BMP design.
Overall site design, in conjunction with proposed Stormwater Management
Facilities allows for Post-Development Surface Runoff to be detained and
released at a controlled rate.
Channel Protection & Limits of Analysis for Channel Protection
See the "MS-19 Compliance Summary" on Sheet
###################################### for a Summary of how Channel
Protection & Limits of Analysis for Channel Protection are Satisfied at All Study
Points.
Sheets ## - ## offer detailed Analysis of each Study Point.
Flood Protection & Limits of Analysis for Flood Protection
See the "MS-19 Compliance Summary" on Sheet
###################################### for a Summary of how Channel
Protection & Limits of Analysis for Channel Protection are Satisfied at All Study
Points.
Sheets ## - ## offer detailed Analysis of each Study Point.
Summary
The Water Quality Requirements are satisfied by achieving the required
phosphorus load reduction through construction of On-Site BMP Facilities and
the Purchase of Nutrient Credits.
The storm water quantity requirements (channel and flood protection) are
satisfied at all Study Points.
The VA Runoff Reduction Method (VRRM) was used to verify BMP
requirements were met.
HydroFlow Hydrographs software was used to evaluate stormwater runoff.
The design engineer shall be required to certify that the stormwater
management facilities have been constructed in accordance with the approved
plan.
Study Point 10
Study Point 10 Summary
In General
This Study Point discharges to a Man-Made Channel, being a drainage channel constructed as part of the
Steeplechase Subdivision. The Existing Channel, beginning Downstream Conveyance at the Rear of Existing
Lot 13, does not have positive drainage. The area is a sump with Overland Relief near the adjacent property
line at Ex. Lot 12. Catch Basin 5 is situated within this Drainage Area, Detaining Runoff for Controlled Release.
Channel Protection & Limits of Analysis for Channel Protection
Channel Protection is Satisfied by 9VAC25-870-66.B.3.a
The Limits of Analysis for Channel Protection is Satisfied by 9VAC25-870-66.B.4.
The "Energy Balance Equation" is Satisfied at this Study Point.
Flood Protection & Limits of Analysis for Flood Protection
Flood Protection is Satisfied by 9VAC25-870-66.C.1.
The Limits of Analysis for Channel Protection is Satisfied by 9VAC25-870-66.C.3.d.
The Post-Development Peak Flow (Q10) is Less Than the Pre-Development Peak Flow (Q10) .
The Existing Channel, beginning the Downstream Conveyance is found to "Currently Experience Localized
Flooding", as Existing Lot 13 is currently in a Sump Condition. The Post-Development Q10.Peak Peak Flow is
Less Than the Pre-Development Q10.Peak Flow.
See Sheet 51 - Off-Site Drainage & Over Land Relief Evaluation
----
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6009.dwg PLOTTED: 7/14/2022 2:22 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6009 BYNO.DATEREVISIONSDHOLC20001
----
CJM
----
DLF
SHEET
APPROVED BY
OF57 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVEWINCHESTER, VIRGINIA 22601PROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTVIRGINIA RUNOFF REDUCTIONCOMPLIANCE SUMMARYWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLAN 07-14-2022
DAVID L. FRANK
Lic. No.1061
2.5' SIDEWALK ESMT.INST. NO. 040024106
FH
2 - WV's 3 - WV's
WV
EX. 30" P
E
P
DRAINAGE ESMT.INST. NO. 040010667
15' WIDE SEWER ESMT.INST. NO. 030007982 15' WIDE W/L ESMT.15' WIDE W/L ESMT.W/M W/MEX.
24
"
RCP
VARIABLE WIDTH W/L ESMT.INST. NO. 010017843
EX. W/L (TYP.)
EX. SAN. SEW. (TYP.)
DECK
LP 645.3923+46.16FF=654.10
GF=653.10
BF=645.50
FF=656.86
GF=655.86
BF=648.26 645 91
OLR
646 62
HP
8.3%8.0%2.1%4.5%
645 76
TC
645 74
TC
645 40
TC
645 41
TC
643 09
INV
648 0413
653 45
650 63
648 08
652 60
652 10
654 36
653 86
652 72
652 06
652 55
649 68
655 48
655 36
655 45
652 51
652 45
HP
646 62
650 81
TOP
648 00
TOP
652 60
651 50
OLR
650 10
HP
64056
INV642
642
644
644646
6
5
0
64
6
6
4
8
6
5
2 650646646646648652
654656
6
5
4
LOT 13
8,918 SF
LOT 14
8,000 SF
OPEN SPACE 3
0.3772 AC.
ADT=1,123
21+00
22+00
23+00 24+00
PC 20+86.44PT 23+21.57EXTEND 4' SWLK WITH ASPHALT
TRANSITION TO 10' ASPHALT MULTI-USE TRAIL
20' STORM ESMT
STORM DRAINAGE
& MAINT. ESMT
30" X 19" HEHDPE
30" X 19" HERCP
15"
HDPE
15"
HDPE
15" HDPE
15"
H
D
P
E
15
"
H
D
P
E
24" EX S
T
R
M
1.8
1.9
1.3
1.4
6.2
6.3
6.1 1.2
EX9WATERLINE - G1 - 8" TEE
3 -8" GV
1 EX
Catch Basin 2
100 Yr. WSE = 645.51'Top Berm = 646.75'See "Catch Basin 2
Weir Detail" (Sh. 58)
PIN 55J-1-9-204ABRIARWOOD ESTATES H.O.A.INST. 040013356
PATIOAREA
FF=668.69
GF=667.69
BF=660.09
FF=669.70
GF=668.70
BF=661.10
FF=670.50
GF=669.50
BF=661.90
FF=671.15
GF=670.15
BF=662.55
FF=671.69
GF=670.69
BF=663.09
FF=671.73
GF=670.73
BF=663.13
664 27 6613166435
HP
28
665 31 665
66465
2.0%3.0%2.2%2.0%2.2%2.0%3.5%4.3%5.4%667 10
666 60 666 60 666 64
667 13
HP
667 75
666 50 666 50 666 30 666 30 666 50 666 50 667 00 667 00
664 25
HP
666 60
BP
667 10 667 10 667 00 667 00 666 80 666 80 667 00 667 00 667 50 667 50
666 69
BP 666 35
BP 666 55
BP 666 56
BP 667 00
BP
66100
LP
661 5066150
661 5066150662 662 664666
662
664
664
664
666
6
6
8 668668670
66
8
666
668
LOT 2
8,350 SF
LOT 3
8,348 SF
LOT 4
8,346 SF
LOT 5
8,344 SF
LOT 6
8,343 SF
10' LANDSCAPE ESMT
STORM DRAINAGE& MAINT. ESMTSTORM DRAINAGE
& MAINT. ESMT
Top Berm = 664.50'
See "Catch Basin 1
Weir Detail" (Sh. 58)100 Yr. WSE = 663.28'
Catch Basin 1
100 Yr. WSE = 663.35'
Level Spreader w/ Rigid Lip
10'(L) x 7'(W) x 0.5'(D)
"See Detail" (Sh. 13)
Catch Basin 1 - Outfall Weir Detail
Not to Scale
Bottom of Gabion Weir = 662.00'
Top of Gabion Weir / Basket = 663.50'
Top of Berm = 664.50'
Earthen Berm
Broad Crested Weir (100% Voids)
Bottom Width = 11 lf, Top Width = 17 lf, Height = 1.00 vf
Trapezoidal Weir
Bottom Width = 2 lf
Top Width = 11 lf
Height = 1.5 vf
Gabion Basket
[12' (W) x 3' (H)]
Buried 1.5' Min.
(40% Voids)
1 - 12' Wide Basket
2' Wide Weir Bottom
Effective Width @
(40% Voids) = 0.80'
17' Wide Clear
Bottom of Gabion Basket = 660.50'
11' Wide Weir Top
6.5' Wide Weir @ Mid Depth (662.75')
Effective Width @
(40% Voids) = 2.60'3' Tall Basket100 Yr. W.S.E. = 663.41'BasketBuried 1.5'3:1 Slope3:1 Slop
e
Notes:
1. Armor Catch Basin Spillway with N.A.G. C350 Permanent Erosion Matting or Approved Equal.
2. Gabion Stone Sizes Range from 4" - 8" (6" Average).
3. Install Non-Woven Geo-Textile Fabric at all Buried Edges of the Gabion Basket(s).
4. Fill Any Voids occuring between the Excavated Area and the Gabion Basket with No. 57 Stone.
Geo-Textile Fabric
(See Note 3)
Fill Voids
(See Note 4)
Gabion Stones
(See Note 2)
Catch Basin 2 - Outfall Weir Detail
Not to Scale
Bottom of Gabion
Weir = 644.00'
Top of Gabion Weir
/ Basket = 645.75'
Top of Berm
= 646.75'
Broad Crested Weir (100% Voids)
Bottom Width = 13 lf, Top Width = 19 lf, Height = 1.00 vf
Trapezoidal Weir
Bottom Width = 4 lf
Top Width = 13 lf
Height = 1.5 vf
Gabion Basket
[12' (W) x 3' (H)]
Buried 1.5' Min.
(40% Voids)
15' Wide Basket (1 - 9' Wide & 1 - 6' Wide Basket)
19' Wide Clear
Bottom of Gabion
Basket = 642.50'
13' Wide Weir Top
3' Tall Basket100 Yr. W.S.E. = 646.17'BasketBuried 1.5'3:1 Slope
3:1 Slop
e
4' Wide Weir Bottom
Effective Width @
(40% Voids) = 1.60'
8.5' Wide Weir @ Mid Depth (645.50')
Effective Width @
(40% Voids) = 3.40'
Earthen Berm
Notes:
1. Armor Catch Basin Spillway with N.A.G. C350 Permanent Erosion Matting or Approved Equal.
2. Gabion Stone Sizes Range from 4" - 8" (6" Average).
3. Install Non-Woven Geo-Textile Fabric at all Buried Edges of the Gabion Basket(s).
4. Fill Any Voids occuring between the Excavated Area and the Gabion Basket with No. 57 Stone.
Fill Voids
(See Note 4)
Gabion Stones
(See Note 2)
Geo-Textile Fabric
(See Note 3)U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6010.dwg PLOTTED: 7/14/2022 2:26 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6010 BYNO.DATEREVISIONSDHOLC20001
AS NOTED
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF58 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVEWINCHESTER, VIRGINIA 22601PROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTCATCH BASINS 1 & 2 PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLAN 07-14-2022
DAVID L. FRANK
Lic. No.1061
00 30'60'Catch Basin 1 Plan View
Scale: 1" = 30'NORTHNORTH00 30'60'Catch Basin 2 Plan View
Scale: 1" = 30'
BF=656.38
6.4%3.3%659 98 659 98
659 48 659 48
650
651 55
655 18
654
653 68
654 68
657 89
657 39
656 39
656 89
658 36 658 36
657 39
657 39
660
660
656
658658
662650
650
652
652 652654 654654656658 8,615 SF
LOT 19
8,609 SFLOT 20
8,427 SF
OPEN SPACE 1
15.4709 AC.6" HDPE6" HDPE1.6
CB1
CB2
58 00
TB5800
TB 57 00
Weir
50 50
Weir
48 50
Inv
50 50
Weir
53 50
TB
53 50
TB
58 00
TB
57 50
Cap
51 50
Inv
See "Catch Basin 3 Weir
Detail" (Sh. 59)
100 Yr. WSE = 652.39'
71.78' - 6" HDPE Oufall
@ 0.70%
1 - 6" Perforated
Under Drain
1 - 6" Observation Well
(See Detail Sh. 65)
64.80' - 6" Solid
Wall Under Drain
Pre-Treatment
5' Wide Grass Strip (Min.)
6' Wide Weir Spillway
Armour w/ N.A.G. C350
Permanent Erosion Matting
BIO-RET B
Catch Basin 3
FF=671.38
GF=670.38
BF=662.78
W/O
FF=664.98
GF=663.98
BF=656.38
661 03
OLR
2.0%662 11
661 61
662 11
661 61
669 2966981 667 48
HP
659 98 659 98
663 4866369
659 48 659 48
663 41
TC
661 61
BP
662 58
663 82
EP
663 56
TC 663 60
CL 660662664664
663 99
HP
663 92
663 82
TC66315
EP 663 02
TC
662 35
EP
662 35
TC66332
664 82
EC 664 77
EC
664 87
EC
664 92
EC
664 28
FC
664 16
EP
664 32
FC
663 79
663 89
EC
663 68
TC 663 55
TC
2.4%LOT 20
8,427 SF
LOT 21
8,001 SF
10+00OPEN SPACE 1
15.4709 AC.10' ASPHALT MULTI-USE TRAIL5' CONC SWLKCG-12C
CG-12B 20' STORM ESMTSTORM DRAINAGE
& MAINT. ESMT
STORM DRAINAGE
& MAINT. ESMT 18" HDPE8" HDPE
2.1
CB3
CB4
30'FREDERICK WATER ESMT.4A
60 50
Cap
57 00
Weir
60 00
Weir
58 00
TB
61 00
TB
61 00
TB 56 00
56 00
58 00
TB
58 00
TB5800
TB 57 00
Weir
59 00
TOP
58 05
Inv
57 50
Cap
58 00
TB
57 50
Cap
61 50
TOP
6' Wide Weir Spillway
Armour w/ N.A.G. C350
Permanent Erosion Matting
1 - 6" Perforated
Under Drain
1 - 6" Observation Well
(See Detail Sh. 65)
Treatment Cell
Storage Elevation = 660.00'
133.66' - 6" Solid
Wall Under Drain
Pre-Treatment Cell
Storage Elevation = 657.00'
See "Gabion Weir
Detail" (Sh. 65)
100 Yr. WSE = 661.28'OLR = 661.05 @ Sag inMulti-Use Trail
1 - 6" Perforated
Under Drain
Pre-Treatment
5' Wide Grass Strip (Min.)
98.72' - 6" Solid
Wall Under Drain
6' Wide Weir Spillway
Armour w/ N.A.G. C350
Permanent Erosion Matting
Pre-Treatment
5' Wide Grass Strip (Min.)
See Inflow Energy
Dissapation Structure
Detail, Sheet
Catch Basin 4
Catch Basin 3 - Outfall Weir Detail
Not to Scale
Bottom of Gabion
Weir = 650.50'
Top of Gabion Weir
/ Basket = 651.50'
Top of Berm
= 653.50'
Broad Crested Weir (100% Voids)
Bottom Width = 13 lf, Top Width = 19 lf, Height = 1.00 vf
Trapezoidal Weir
Bottom Width = 4 lf
Top Width = 13 lf
Height = 1.5 vf
Gabion Basket
[12' (W) x 3' (H)]
Buried 1.5' Min.
(40% Voids)
15' Wide Basket (1 - 9' Wide & 1 - 6' Wide Basket)
19' Wide Clear
Bottom of Gabion
Basket = 649.00'
13' Wide Weir Top
3' Tall BasketBasketBuried 1.5'3:1 Slope
3:1 Slop
e
1.6' Wide Weir Bottom
Effective Width @
(40% Voids) = 0.40'
8.5' Wide Weir @ Mid Depth (664.75')
Effective Width @
(40% Voids) = 3.40'
Earthen Berm
Notes:
1. Armor Catch Basin Spillway with N.A.G. C350 Permanent Erosion Matting or Approved Equal.
2. Gabion Stone Sizes Range from 4" - 8" (6" Average).
3. Install Non-Woven Geo-Textile Fabric at all Buried Edges of the Gabion Basket(s).
4. Fill Any Voids occuring between the Excavated Area and the Gabion Basket with No. 57 Stone.
Fill Voids
(See Note 4)
Gabion Stones
(See Note 2)
Geo-Textile Fabric
(See Note 3)
100 Yr. W.S.E. = 664.96'U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6011.dwg PLOTTED: 7/14/2022 2:29 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6011 BYNO.DATEREVISIONSDHOLC20001
AS NOTED
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF59 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVEWINCHESTER, VIRGINIA 22601PROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTCATCH BASINS 3 & 4 PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLAN 07-14-2022
DAVID L. FRANK
Lic. No.1061
NORTHNORTH00 30'60'Catch Basin 4 Plan View
Scale: 1" = 30'
00 30'60'Catch Basin 3 Plan View
Scale: 1" = 30'
PIN 55J-1-9-204ABRIARWOOD ESTATES H.O.A.INST. 040013356
OPEN SPACE
DECKPATIO
SHED PATIOAREA
FF=668.69
GF=667.69
BF=660.09
FF=669.70
GF=668.70
BF=661.10
FF=670.50
GF=669.50
BF=661.90
FF=671.15
GF=670.15
BF=662.55
FF=671.69
GF=670.69
BF=663.09
664 27 66131
66153
664 25 66435
HP66466
HP 663 98
OLR
663 75
LP
664 28
660 00
LP
663 61
HP
662 76
666 17
HP
66531
666 88
665 82
664 65
665 89
665 17
HP
2.0%3.0%2.2%2.0%2.2%2.2%2.0%3.5%4.3%5.4%666 10 667 10
666 60
663 32
BP
666 60 666 64
667 13
HP
667 75
HP
667 10 667 10 668 55
HP
666 50 666 50 666 30 666 30 666 50 666 50
669 32
664 25
HP
662 34
666 60
BP
667 10 667 10 667 00 667 00 666 80 666 80 667 00 667 00
666 69
BP 666 35
BP 666 55
BP 666 56
BP
667 10 667 10 668 33 669 12 669 65 669 77 670 19 670 31
66100
LP
661 5066150
661 5066150
662
662
664
666
662662
664
664
664
666
6686
6
8 668668LOT 1
10,319 SF
LOT 2
8,350 SF
LOT 3
8,348 SF
LOT 4
8,346 SF
LOT 5
8,344 SF
10' LANDSCAPE ESMT
STORM DRAINAGE
& MAINT. ESMT
Top Berm = 664.50'
See "Catch Basin 1
Weir Detail" (Sh. 58)100 Yr. WSE = 663.28'
Catch Basin 1
Catch Basin 5
100 Yr. WSE = 663.35'
See "Catch Basin 5
Weir Detail" (Sh. 60)
Level Spreader w/ Rigid Lip
10'(L) x 7'(W) x 0.5'(D)
"See Detail" (Sh. 13)
Catch Basin 5 - Outfall Weir Detail
Not to Scale
10° V Notch Weir Invert = 662.00'
Catch Basin Bottom = 662.00'
Top of Weir Wall = 663.50'
Top of Berm = 664.50'
Earthen Berm
100 Yr. W.S.E. = 663.35'
Rectangular Weir
Width =1 lf
Height = 0.7 vf
6' Wide Weir Wall
Bottom of Weir Wall = 660.50'4' Tall Weir WallBuried 2.5'3:1 Slope3:1 Slop
e
V Notch Weir
Θ = 10°
Height = 0.80 vf
1.0'(W) x 0.7'(H) Rectangular
Weir Invert = 662.80'
Prop. Grade
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6012.dwg PLOTTED: 7/14/2022 2:31 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6012 BYNO.DATEREVISIONSDHOLC20001
AS NOTED
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF60 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVEWINCHESTER, VIRGINIA 22601PROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTCATCH BASIN 5 PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLAN 07-14-2022
DAVID L. FRANK
Lic. No.1061
NORTH00 30'60'Catch Basin 5 Plan View
Scale: 1" = 30'
WETLANDSCHANNEL243 LF
FF=664.37
GF=664.04
FF=664.37
GF=664.04
FF=663.98
GF=663.65
FF=663.31
GF=662.98
FF=663.98
GF=663.65
FF=663.98
GF=663.65
FF=662.71
GF=662.38
FF=662.71
GF=662.38
FF=662.34
GF=662.01
FF=662.34
GF=662.01
FF=661.67
GF=661.34
FF=661.67
GF=661.34
FF=661.67
GF=661.34
5.8%
6.4%
6.1%
6.1%
6.3%
6.3%
6.5%
6.7%
3:1
2.0%2.0%
2.0%2.0%3:13:1
3:1
6.6%
6.4%
6.1%
7.5%
8.0%
663 86
663 75
662 17
662 58
662 34
66177
66166
66142
66118
660 94
660 70
663 66
663 07
HP
663 27
66150
660 84
660 67
663 27
662 00
66163
660 96
660 41
662 05
66143
HP
662 95
662 63
662 31
662 21
662 10
662 00
66134
66100
660 67
660 67
66171
66192
662 14
662 23
662 50
662 77
663 77
662 57
662 80
663 10
663 01
660 67
660 50
660 34
660 1766067
66147
660 02
66152
660 12
66113
659 78
66120
659 54
66107
659 30
658 60
TC
662 87
663 37
663 37
662 98
663 37 663 09
660 84
BP
662 48
BP
3:1
650
66
0
648
648652
654
656
6
5
8
662
664
656662 650
650
652
652
654
654
656
656
650650652652654654656656660656656658662662
CG-12ALOT 169
2,556 SF
LOT 170
3,621 SF
LOT 173
2,556 SF
LOT 172
2,556 SF
LOT 171
3,621 SF
LOT 174
2,556 SF
LOT 175
2,556 SF
LOT 176
3,621 SF
LOT 179
2,556 SF
LOT 178
2,556 SF
LOT 177
3,621 SF
LOT 180
2,556 SF
LOT 181
3,621 SF
OPEN SPACE 1
15.4709 AC.
5.5' PED ESMT.CG-9B (TYP)5' CONC SWLK5' CONC SWLK20' STORM ESMT
STORM DRAINAGE
& MAINT. ESMT
D
13.1
11.1
10.1
10.2
11.3
13.2
10.3
10.4
10.5
48 70
50 00
Weir
48 50
47 00
47 50
InvTop Berm = 657.33'10' Wide Aquatic / Safety BenchEx. 243 lf Wetland Channel
To Remain Undisturbed
T
o
p
B
e
r
m
=
6
5
6
.
0
0
'
Top Berm = 657.33'
Top Berm = 657.33'
Normal Pool
Water Surface Elevation = 650.00'
Water Surface Area = 12,260 ft2
Actual Storage Depth = 4.00 ft
Provided Storage Volume = 27,043 ft3
Tv = Required Storage Volume = 25,103 ft3
PRINCIPAL RISER
See Principal Riser Details
for All Design Elevations
12" SCH. 40 PVC
(Reverse Sloped) &
VDOT Std. EW-1
See "Wet Pond Forebay 1 -
Outfall Weir Detail" (Sh. 58)
See "Wet Pond Forebay 2 -
Outfall Weir Detail" (Sh. 58)
Provide Positive Drainage
across the Pond Bottom
to Pond Drain InletLimits of Normal Pool @ WSE = 650.00'100 Yr. WSE = 655.07'
WET POND
Forebay 2
Forebay 1
100 Yr. WSE = 653.16'
100 Yr. WSE= 655.23'
Provide "Wet Well"
Being a Point of Access to
Place Pumps & Drain Pond.
VDOT Std. MH-1.
Top = 657.33'
Invert In = 646.00'
80' - 4" DIP @ 0.94%
(Pond Drain to Wet Well)
Ditch C
See Sheet 72
3" Low Flow Orifice
(Debris Cage
Omitted for Clarity)
Wet Pond- Principal Riser Plan
Not to Scale
5' Ø Riser
Structure per
AASHTO M199
58' - 24" RCP CL. III @ 4.31%
(See Note 5)
Plastic Solutions Inc. Round Series
Trash Rack, Part # = RS 60
(Not Shown, See Detail Sh. 16)
Wet Pond - Principal Riser Elevation
Not to Scale
3" Low Flow Orifice
(Debris Cage Omitted
for Clarity)
58' - 24" RCP CL. III @ 4.31%
(See Note 5)
Rectangular Weir
[48" (W) x 6" (H)]
Rectangular Weir
[24" (W) x 2.4" (H)]
Plastic Solutions Inc.
Round Series Trash Rack,
Part # = RS 60
(See Detail Sheet 16)
6" Minimum Wall Thickness
6" Minimum Wall Thickness
Note:
All References to Note Numbers in this Detail are shown
on the "Wet Pond Principal Riser Section", on this Sheet.
9' Ø x 8" Thick Conc. Base (See Note 1)
Rectangular Weir
[30" (W) x 9.6" (H)]
25' - 12" SCH 40 PVC
(Reverse Sloped)
Fill Riser w/ 2.0' Concrete
to the Flow Line
Rectangular Weir
[48" (W) x 6" (H)]
Rectangular Weir
[24" (W) x 2.4" (H)]
Rectangular Weir
[30" (W) x 9.6" (H)]
25' - 12" SCH 40 PVC
(Reverse Sloped)
Note:
All References to Note Numbers in this Detail are shown
on the "Wet Pond Principal Riser Section", on this Sheet.
Wet Pond - Principal Riser Section
Not to Scale
Trash Rack (See Note 6)
Earthen Berm
(See Note 4)
9' Ø x 8" Thick Conc. Base
(See Note 1)3:1 Side Slope3:
1
S
i
d
e
S
l
o
p
e
5' Ø Riser
Structure per
AASHTO M199
Ex. Grade
Proposed Outlet Protection
(See Table Sheet #12)3" Ø Low Flow Orifice & 12" PVC Invert = 650.00'
Top of Embankment = 657.33'
10 Yr. W.S.E. = 653.50'
100 Yr. W.S.E. = 655.07'
1 Yr. W.S.E. = 652.57'
58' - 24" RCP CL. III @ 4.32%
(See Note 5)
25 Yr. W.S.E. = 654.03'
Debris Cage (See Note 2)
Notes:
1.Concrete Base & Inside Concrete Fill Provide Anti- Floatation Anchoring.
Embed the Principal Riser at least 6" into the Concrete Base. (See Plate
3.14-3, Sheet #14).
2.Plastic Solutions Inc. Stormrax Flush Mount Debris Cage or Approved Equal
(See Detail, Sheet #14)
3. Connect the Concrete Slab Elevating the VDOT Std. EW-1, Using 1" Ø Steel
Rod Dowel @ 6" O.C.
4. See "Earthen Embankments Note" on Sheet 7 for further guidance relative to
construction of the Embankment, including the Cutoff Trench
5.Install the Riser Outfall Pipe per ASTM C-361 (Rubber Gaskets W.T. Joints)
6.Plastic Solutions Inc. Round Series Trash Rack, Part #RS 60 (Bolted to
Structure W/ 2" SS Anchor Bolts) (See Detail, Sheet #14)
Fill Riser w/ 2.0' Concrete
to the Flow LineInv. = 650.00'
Inv. = 647.50'
8' Embankment
25' - 1
2
"
S
C
H
4
0
P
V
C
(Reve
r
s
e
S
l
o
p
e
d
)
VDOT Std. EW-1
(Anchor EW-1 to Conc.
Slab - See Note 3)
Inv. = 647.00'
Normal Pool W.S.E. = 650.00'
Principal Riser Bottom = 648.00'
2 Yr. W.S.E. = 652.80'
Principal Riser Crest = 654.00'
Rectangular Weir = 653.50'
[48" (W) x 6" (H)]
Rectangular Weir = 652.70'
[30" (W) x 9.6" (H)]
Rectangular Weir = 652.50'
[24" (W) x 2.4" (H)]
STORM 10.1 TO 10.3 - WET POND OUTFALL STRUCTURE
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
635
640
645
650
655
660
665
670
675
635
640
650
660
670
9+50647.210+00648.7648.00650.9652.6811+00652.7647.00653.2650.0512+00654.2659.43RIM=654.0010.2 - 60" RISERINV IN 650.00 (10.3)INV OUT 650.00 (10.1)10+58FIN. GRADE
EX. GRADERIM=648.9410.1 - ES-1 (15")INV IN 647.50 (10.2)10+0010+81.4910.3EW-1-12SEE "WET POND -
PRINCIPAL RISER
SECTION" FOR FURTHER
DETAIL, SHEET 61
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6020.dwg PLOTTED: 7/14/2022 2:33 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6020 BYNO.DATEREVISIONSDHOLC20001
AS NOTED
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF61 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVEWINCHESTER, VIRGINIA 22601PROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTWET POND PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLAN 07-14-2022
DAVID L. FRANK
Lic. No.1061NORTH
00 30'60'Wet Pond Plan View
Scale: 1" = 30'
Wet Pond Forebay 1 - Outfall Weir Detail
Not to Scale
Bottom of Gabion
Weir = 650.00'
Top of Gabion Weir
/ Basket = 654.00'
Top of Berm
= 657.33'
Broad Crested Weir (100% Voids)
Bottom Width = 6 lf, Top Width = 26 lf, Height = 3.33 vf
Gabion Basket
[9' (W) x 6' (H)]
Buried 2.0'
(40% Voids)
9' Wide Basket
6' Wide Clear
Bottom of Gabion
Basket = 648.00'
3' Wide Weir
100 Yr. W.S.E. = 653.16'Basket Buried 2.0'3:1 Slope
3:1 Slop
e
1' Wide Weir Bottom
Effective Width @
(40% Voids) = 0.40'
Earthen Berm
Notes:
1. Armor Catch Basin Spillway with N.A.G. C350 Permanent Erosion Matting or Approved Equal.
2.Gabion Stone Sizes Range from 4" - 8" (6" Average).
3.Install Non-Woven Geo-Textile Fabric at all Buried Edges of the Gabion Basket(s).
4. Fill Any Voids occuring between the Excavated Area and the Gabion Basket with No. 57 Stone.
Fill Voids
(See Note 4)
Gabion Stones
(See Note 2)
Geo-Textile Fabric
(See Note 3)
Bottom of Gabion
Weir = 651.00'
Wet Pond Forebay 2 - Outfall Weir Detail
Not to Scale
Bottom of Gabion
Weir = 650.00'
Top of Gabion Weir
/ Basket = 654.00'
Top of Berm
= 656.00'
Broad Crested Weir (100% Voids)
Bottom Width = 6 lf, Top Width = 18 lf, Height = 2.0 vf
Gabion Basket
[9' (W) x 6' (H)]
Buried 2.0'
(40% Voids)
9' Wide Basket
6' Wide Clear
Bottom of Gabion
Basket = 648.00'
3' Wide Weir
100 Yr. W.S.E. = 655.23'Basket Buried 2.0'3:1 Slope
3:1 Slop
e
1' Wide Weir Bottom
Effective Width @
(40% Voids) = 0.40'
Earthen Berm
Notes:
1.Armor Catch Basin Spillway with N.A.G. C350 Permanent Erosion Matting or Approved Equal.
2. Gabion Stone Sizes Range from 4" - 8" (6" Average).
3. Install Non-Woven Geo-Textile Fabric at all Buried Edges of the Gabion Basket(s).
4. Fill Any Voids occuring between the Excavated Area and the Gabion Basket with No. 57 Stone.
Fill Voids
(See Note 4)
Gabion Stones
(See Note 2)
Geo-Textile Fabric
(See Note 3)
Bottom of Gabion
Weir = 651.00'U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6021.dwg PLOTTED: 7/14/2022 2:33 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6021 BYNO.DATEREVISIONSDHOLC20001
NONE
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF62 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVEWINCHESTER, VIRGINIA 22601PROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTWET POND COMPUTATIONS,NARRATIVES & DETAILSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLAN 07-14-2022
DAVID L. FRANK
Lic. No.1061
VA DCR Stormwater Design Specification No. 14, Wet Pond, Ver. 2.0 January 1, 2013
SECTION 8: CONSTRUCTION
8.1 Construction Sequence
The following is a typical construction sequence to properly install a wet pond. The steps
may be modified to reflect different wet pond designs, site conditions, and the size,
complexity and configuration of the proposed facility.
Step 1: Use of Wet Pond as an E&S Control. A wet pond may serve as a sediment basin
during project construction. If this is done, the volume should be based on the more
stringent sizing rule (erosion and sediment control requirement vs. water quality
treatment requirement). Installation of the permanent riser should be initiated during the
construction phase, and design elevations should be set with final cleanout of the
sediment basin and conversion to the post-construction wet pond in mind. The bottom
elevation of the wet pond should be lower than the bottom elevation of the temporary
sediment basin. Appropriate procedures should be implemented to prevent discharge of
turbid waters when the basin is being converted into a wet pond.
Step 2: Stabilize the Drainage Area. Wet ponds should only be constructed after the
contributing drainage area to the pond is completely stabilized. If the proposed pond site
will be used as a sediment trap or basin during the construction phase, the construction
notes should clearly indicate that the facility will be de-watered, dredged and re-graded
to design dimensions after the original site construction is complete.
Step 3: Assemble Construction Materials on-site, make sure they meet design
specifications, and prepare any staging areas.
Step 4: Install E&S Controls prior to construction, including temporary de-watering
devices and stormwater diversion practices. All areas surrounding the pond that are
graded or denuded during construction must be planted with turf grass, native plantings,
or other approved methods of soil stabilization.
Step 5: Clear and Strip the project area to the desired sub-grade.
Step 6: Excavate the Core Trench and Install the Spillway Pipe.
Step 7: Install the Riser or Outflow Structure, and ensure the top invert of the overflow
weir is constructed level at the design elevation.
Step 8: Construct the Embankment and Any Internal Berms in 8- to 12-inch lifts, or as
directed by geotechnical recommendations, and compact as required with appropriate
equipment.
Step 9: Excavate/Grade until the appropriate elevation and desired contours are
achieved for the bottom and side slopes of the pond.
Step 10: Construct the Emergency Spillway in cut or structurally stabilized soils.
Step 11: Install Outlet Protection, including emergency and primary outlet apron
protection.
Step 12: Stabilize Exposed Soils with temporary seed mixtures appropriate for the pond
buffer. All areas above the normal pool elevation should be permanently stabilized by
hydroseeding or seeding over straw.
Step 13: Plant the Pond Buffer Area, following the pond landscaping plan (Section 6.7).
8.2 Construction Inspection
Multiple inspections are critical to ensure that stormwater ponds are properly
constructed.
·Inspections are recommended during the following stages of construction:
·Pre-construction meeting
·Initial site preparation (including installation of E&S controls)
·Excavation/Grading (interim and final elevations)
·Installation of the embankment, the riser/primary spillway, and the outlet structure
·Implementation of the pond landscaping plan and vegetative stabilization
·Final inspection (develop a punchlist for facility acceptance)
Upon final inspection and acceptance, the GPS coordinates for all wet ponds should be
logged for entry into the VSMP Authority’s BMP maintenance tracking data base.
A construction phase inspection checklist for Wet Ponds can be accessed at the end of
this specification.
VA DCR Stormwater Design Specification No. 14, Wet Pond, Ver. 2.0 January 1, 2013
SECTION 6: DESIGN CRITERIA
6.4 Required Geotechnical Testing
Soil borings should be conducted within the footprint of the proposed embankment, in the
vicinity of the proposed outlet structure, and in at least two locations within the proposed
wet pond treatment area.
Soil boring data is needed to (1) determine the physical characteristics of the excavated
material to determine its adequacy as structural fill or other use, (2) determine the need
and appropriate design depth of the embankment cut-off trench; (3) provide data for
structural designs of the outlet works (e.g., bearing capacity and buoyancy), (4) determine
the depth to groundwater and bedrock and (5) evaluate potential infiltration losses (and the
potential need for a liner).
Guidance on soil explorations in general can be found in Appendix 8-A of Stormwater
Design Specification No. 8 (Infiltration).
VA DEQ Stormwater Design Specification Introduction: Appendix A: Earthen Embankment
SECTION A-7: Design Criteria
A geotechnical engineering study should evaluate the stability of the proposed
embankment and should consist of (1) a site investigation, (2) laboratory testing, and (3)
an engineering analysis.
1. A field investigation should include the review of available soils information and a
subsurface exploration. Test borings, test pits, or both, should be used to evaluate the
foundations, abutments, borrow materials, reservoir area, embankment design and any
other pertinent geological considerations. In areas underlain by Karst limestone, a
subsurface profile using seismic or sonar technology should be considered to verify
that subsurface anomalies do not exist. This type of subsurface investigation may also
be recommended in areas known to have been previously mined for mineral
extractions.
2. Laboratory testing should be completed to evaluate the various soils. At a minimum,
an index property test should be completed to classify the soils following the Unified
Soil Classification System. Shear strength, compressibility, and permeability testing
may be required depending upon the size and complexity of the embankment and the
nature of the site’s subsurface conditions.
3. A geotechnical engineer should do an engineering analysis and present his or her
findings, recommendations and comments on items such as: foundation materials and
preparation; design of interior drainage features and filters; and geotechnical design of
conduits/structures through the embankment, including seepage and stability analyses.
The engineer should also provide a summary describing the soil types and rock strata
encountered and explaining the laboratory tests and their results.
18" Ø Nyloplast
Drain Basin (See
Detail, Sh. )36" Bio-RetentionSoil Media18" Sump6" Cleanout RiserBio-Retention Facility B - Schematic Cross Section
Not to Scale12"Inv. = 663.00'
6" PerforatedUnderdrain
6" Perforated Underdrain
(Invert = 662.00)
36" Soil Media Layer
(Bottom = 652.75
3" Choker Stone Layer
(Bottom = 652.50)
18" Stone Reservoir Layer
(Bottom = 651.00)
36" Soil Media Layer
(Top = 655.75)
3" Turf Layer
(Top = 656.00)
37' - 6" Solid Wall Pipes(Underdrain fromBio-Retention Facilities)
Inv. = 663.00'
155' - 6" Solid WallPipe @ 0.32%
Geo-Textile Fabric
Place Geo-Textile Fabric on top of the choker
layer. Position the Filter Fabric to be centered
about the Underdrain and extending 1ft. to 2 ft.
beyond either side of the Underdrain.
Inv. = 652.50'
Top of Berm = 658.00
Finished Grade
6' Wide Weir = 657.00(Shown for Reference Elevation)
12" Storage Depth3" ThickConc. Apron
Cap = 657.50
Cleanout Riser
See Bio-Retention
Cleanout Detail
Geo-Textile Fabric
Use a Non-Woven Geo-Textile Fabricwith a flow rate of > 110 gal./min/s.f.(e.g., Geotex 351 or Equivalent)
66
0
654
656
65866266
4
652
7+00 8+00 9+00
10+00
0+001+002+003+00WATERLINE - A
30'FREDERICK WATER ESMT.FF=664.98
GF=663.98
BF=656.38
FF=660.89
GF=659.89
BF=652.29
FF=665.03
GF=664.70
FF=665.03
GF=664.70
FF=665.03
GF=664.70
FF=663.36
GF=662.36
BF=654.76
661 03
OLR 4.1%4.9%4.9%3.8%
4.1%
4.6%
2.1%6.4%3.4%3.3%2.0%2.0%2.0%1.0%1.0%662 93
TC
662 87
TC
662 79
663 64
659 98 659 98
663 4866369
659 48 659 48
659 39
659 51
659 48
657 89
657 39
659 32
HP
661 79
HP
661 95
661 86
658 36
661 98
658 36
657 39
657 39
660 91
663 64
TC
663 40
664 23
664 19
664 08
663 30
663 06
664 32
HP
663 41
TC
662 21 660 22
66128
HP
663 00
TC
663 82
EP
663 56
TC 663 60
CL
663 25
CL 663 36
TC 664 03 663 53
663 59 663 31
663 81 663 42
660
656
658662 66
2 662
662
664 660652654656658662664
663 99
HP
663 82
TC66315
EP 663 02
TC
662 35
EP
66134
EP
662 35
TC
66162
TC
663 32
EP
664 82
EC 664 77
EC
664 87
EC
664 92
EC
664 28
FC
664 16
EP
664 32
FC
663 74
EC
663 79
EC
663 89
EC
663 68
TC 663 55
TC
2.4%57 00
Weir
58 00
TB
56 00
56 00
58 00
TB
58 00
TB5800
TB 57 00
Weir
59 00
TOP
58 05
Inv
57 50
Cap
58 00
TB
57 50
Cap
51 50
Inv6150
TOP
6' Wide Weir Spillway
Armour w/ N.A.G. C350
Permanent Erosion Matting
133.66' - 6" Solid
Wall Under Drain
Pre-Treatment Cell
Storage Elevation = 657.00'
Treatment Cell
Storage Elevation = 657.00'
See "Gabion Weir
Detail" (Sh. 65)
100 Yr. WSE = 661.28'OLR = 661.05 @ Sag inMulti-Use Trail
1 - 6" Perforated
Under Drain
1 - 6" Observation Well
(See Detail Sh. 65)
64.80' - 6" Solid
Wall Under Drain
Pre-Treatment
5' Wide Grass Strip (Min.)
98.72' - 6" Solid
Wall Under Drain
6' Wide Weir Spillway
Armour w/ N.A.G. C350
Permanent Erosion Matting
1 - 6" Cleanout
See Inflow Energy
Dissapation Structure
Detail, Sheet
BIO-RET B
Catch Basin 4 RM2CG-12A8LOT 18
8,615 SF
LOT 19
8,609 SFLOT 20
8,427 SF
LOT 167
2,556 SF
LOT 166
2,556 SF
LOT 165
3,621 SF10+0011+005.5' PED ESMT.10'18'
5' CONC SWLK
OPEN SPACE 1
15.4709 AC.10' ASPHALT MULTI-USE TRAILOPEN SPACE 1
15.4709 AC.5' CONC SWLK5' CONC SWLK119'22'NO PARK22'10'20'CG-12C
CG-12B
5' CONC SWLK
4A
8" SDR-35/26 @ 0.50%S4B8" SDR-35/26 @ 0.50%S4ACO
CO
CO
20' STORM ESMT20' STORM ESMTSTORM DRAINAGE
& MAINT. ESMT
STORM DRAINAGE
& MAINT. ESMT
STORM DRAINAGE
& MAINT. ESMT18" HDPE8" HDPE
2.1
11.6
CB3
CB4
19.2
15" HDPE
STORM ESMT.
66
0
67065866266
4
66666
8
660
656
658
662
664
FH
3+00 4+00 5+00 6+00 7+00 0+001+002+003+00WATERLINE - A
FREDERICK WATER ESMT.
30'FREDERICK WATER ESMT.1 - 8" TEE
3 -8" GV
ARV
FF=664.24
GF=663.91
FF=664.91
GF=664.58
FF=664.91
GF=664.58
FF=665.58
GF=665.25
FF=665.58
GF=665.25
FF=666.25
GF=665.92
FF=666.92
GF=666.59
FF=666.92
GF=666.59
FF=669.17
GF=668.84 FF=668.50
GF=668.17
FF=667.83
GF=667.50
FF=668.50
GF=668.17
FF=669.17
GF=668.84
FF=671.38
GF=670.38
BF=662.78
FF=671.38
GF=670.38
BF=662.78
FF=671.57
GF=670.57
BF=662.97
W/O W/O W/O W/O
FF=671.77
GF=670.77
BF=663.17
FF=665.03
GF=664.70
FF=665.03
GF=664.70
661 03
OLR
3.1%4.0%4.0%3.8%4.2%4.1%3.4%3.7%4.5%5.0%6.2%7.3%3.8%
4.1%2.0%2.0%2.1%2.0%2.0%2.0%1.0%1.0%2.0%2.8%3.2%
662 87
TC6635366353664206642066447664806654066621665806659566660
665 90
HP
664 60
BP
667 016673966839
72
668 06
31
667 72
50 668 00
670 00 669 50
666 94
669 35
HP
666 76667376679666855
667 00
662 50 662 30
661 80
662 30
661 80
662 11 662 11 662 11
661 61
662 11
66161
670 00 669 29670076702767036
668 74
670 16
670 00
669 81
669 50
HP66935
HP
669 74
HP
667 48
HP
666 56
663 64
TC
663 40
664 23
664 19
663 30
664 32
HP
00 667 50
668 00 667 50
668 50
668 00
668 50 668 00
662 63
TC
663 41
TC
668 36 667 76 667 17
663 53
666 21
663 536638766420664546648766554665886666066712667466677966813
668 00
BP
667 50
BP
667 50
BP
661 85
BP 661 61
BP 661 61
BP 661 61
BP
66161 661 61
666 00
662 00
663 03
HP
662 68
662 58
663 00
TC
663 82
EP
663 56
TC 663 60
CL
663 25
CL 663 36
TC
668 75
TC 666668664662
664
66
0
66
2
664
666
666
66
8
662664666668668
664
666
663 99
HP
663 92
663 82
TC66315
EP
663 32
EP
664 82
EC 664 77
EC
664 87
EC
664 92
EC
664 28
FC
664 16
EP
664 32
FC
663 74
EC
663 79
EC
663 89
EC
663 68
TC 663 55
TC
2.4%60 50
Cap 60 00
Weir6050
Cap
59 00
61 00
TB
61 00
TB
60 00
Weir
61 00
TB
59 00
58 05
Inv
61 00
TB 61 50
TOP
6' Wide Weir Spillway
Armour w/ N.A.G. C350
Permanent Erosion Matting
Pre-Treatment Cell
Storage Elevation = 660.00'
1 - 6" Perforated
Under Drain
1 - 6" Observation Well
(See Detail Sh. 65)
1 - 6" Cleanout
Treatment Cell
Storage Elevation = 660.00'
133.66' - 6" Solid
Wall Under Drain
See "Gabion Weir Detail"
(Sh. 65)
100 Yr. WSE = 661.28'OLR = 661.05 @ Sag inMulti-Use Trail
98.72' - 6" Solid
Wall Under Drain
Pre-Treatment
5' Wide Grass Strip (Min.)
BIO-RET A
100 Yr. WSE = 661.28'OLR = 661.05 @ Sag inMulti-Use Trail
8LOT 21
8,001 SF
LOT 22
8,000 SF
LOT 23
8,000 SF
LOT 24
8,000 SF
LOT 166
2,556 SF
LOT 165
3,621 SFLOT 1112,556 SFLOT 1102,556 SFLOT 1093,621 SFLOT 1122,556 SFLOT 1132,556 SFLOT 1142,556 SFLOT 1152,556 SFLOT 1163,621 SFLOT 1042,556 SFLOT 1052,556 SFLOT 1062,556 SFLOT 1072,556 SFLOT 1083,621 SFFARMINGTON BLVD.
55' ROW - 25 MPH CG-6
10+005.5' PED ESMT.10'18'
5' CONC SWLK 5' CONC SWLK
OPEN SPACE 1
15.4709 AC.10' ASPHALT MULTI-USE TRAIL5.5' PED ESMT.5' CONC SWLK5' CONC SWLK11NO PARK22'CG-12C
CG-12B
5' CONC SWLK
4A
8" SDR-35/26 @ 0.50%S4B8" SDR-35/26 @ 0.50%S4A4B1
CO CO CO CO
6B1
20' STORM ESMTSTORM DRAINAGE
& MAINT. ESMT
STORM DRAINAGE
& MAINT. ESMT
18" HDPE 15" HDPE3.3
11.6
4.1
CB4
Bio-Retention Facility A - Schematic Cross Section
Not to Scale
3" ThickConc. Apron
Top of Berm = 661.00
6" Perforated Underdrain
(Invert = 655.00)
36" Soil Media Layer
(Bottom = 655.75)
3" Choker Stone Layer
(Bottom = 655.50)
18" Stone Reservoir Layer
(Bottom = 654.00)
36" Soil Media Layer
(Top = 658.75)
3" Turf Layer
(Top = 659.00)
Cap = 660.50Cleanout Riser
See Bio-Retention
Cleanout Detail
Inv. = 655.00'
Finished Grade
6' Wide Weir = 660.00(Shown for Reference Elevation)
12" Storage Depth
Geo-Textile Fabric
Use a Non-Woven Geo-Textile Fabric
with a flow rate of > 110 gal./min/s.f.(e.g., Geotex 351 or Equivalent)
Geo-Textile Fabric
Place Geo-Textile Fabric on top of the chokerlayer. Position the Filter Fabric to be centered
about the Underdrain and extending 1ft. to 2 ft.
beyond either side of the Underdrain.36" Bio-RetentionSoil Media18" Sump6" Cleanout Riser6" PerforatedUnderdrain
12"U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6030.dwg PLOTTED: 7/14/2022 2:37 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6030 BYNO.DATEREVISIONSDHOLC20001
AS NOTED
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF63 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 07-14-2022
DAVID L. FRANK
Lic. No.1061NORTH
00 30'60'Bio-Retention Basin B Plan View
Scale: 1" = 30'
00 30'60'Bio-Retention Basin #1 Plan View
Scale: 1" = 30'NORTH2'2'
Conrete Apron
3" Concrete Apron
Vented Cap
Cleanout Riser Apron Detail DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601BIO-RETENTION BASINS A & B PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
36" Bio-RetentionSoil Media18" Sump6" Cleanout Riser12"Inv. = 664.00'
6" PerforatedUnderdrain
6" Perforated Underdrain
(Invert = 664.00)
36" Soil Media Layer
(Bottom = 664.75
3" Choker Stone Layer
(Bottom = 664.50)
18" Stone Reservoir Layer
(Bottom = 663.00)
36" Soil Media Layer
(Top = 667.75)
3" Turf Layer
(Top = 668.00)
6" Solid Wall Pipes(Underdrain fromBio-Retention Facilities)
Inv. = 664.00'
6" Solid Wall Pipe@ 0.32%
Geo-Textile Fabric
Place Geo-Textile Fabric on top of the choker
layer. Position the Filter Fabric to be centered
about the Underdrain and extending 1ft. to 2 ft.
beyond either side of the Underdrain.
Top of Berm = 669.50
Finished Grade
6' Wide Weir = 668.50(Shown for Reference Elevation)
6" Storage Depth3" ThickConc. Apron
Cap = 669.00
Cleanout Riser
See Bio-Retention
Cleanout Detail
Geo-Textile Fabric
Use a Non-Woven Geo-Textile Fabric
with a flow rate of > 110 gal./min/s.f.(e.g., Geotex 351 or Equivalent)
18" Ø Nyloplast
Drain Basin (See
Detail, Sh. )
Bio-Retention Facility C - Schematic Cross Section
Not to Scale
CG-12B
20'x20'
DUMPSTER
PAD
AGE RESTRICTED
APARTMENTS NORTH
4-STORY - 24 UNIT
HEIGHT = 48.26'
10,490 SF GFA /41,960 SF TO
T
A
L
FFE=672.69
AGE RESTRICTE
D
APARTMENTS S
O
U
T
H
4-STORY - 24 UN
I
T
HEIGHT = 48.26'
10,490 SF GFA/4
1
,
9
6
0
S
F
T
O
T
A
L
FFE=673.07CG-12BCG-12C
CG-12C
CG-6R (TYP)
F.D.C.F.D.C.WMBFPHP 671.8214+97.66LP 669.86
17+76.79
67309
67191
66259
671 68
TC
671 45
TC
672 60
TC
671 74
TC
670 00
TC
669 85
TC
670 85
TC67052
EP
67194
TC
67160
EP
67151
HP
669 95
EP
669 86
CL
670
666668672
670
664
6
6
6
668
672
674
670672670
666
668
672 670670672670668668668
6
7
0 67267067167
CL
670 62
TC
669 64
EP
671 61
TC
670 08
TC
0.2%
0.3%
670 51
EP
671 43
EP
0.8%
1.3%
67150
EP
671 27
EP
670 93
EP
669 66
EP
670 04
TC67028
HP
669 51
EP
669 03
EP
2.0%1.0%2.8%2.0%1.0%0.9%2.0%0.7%0.5%668 00
669 80
EP
670 05
EP
670 29
EP
2.0%1.0%2.0%
669 79
EP
670 94
EP
671 93
EP 0.9%2.0%
2.7%
670 68
CL
669 87
CL
670 07
CL0.2%670 25
EP
670 60
EP
670 64
EP 67119
EP
2.0%
671 41
EP
67114
EP
670 91
EP
669 88
EP
669 73
EP
0.2%S
TO
RM
DR
A
I
N
AG
E
&
M
A
I
N
T
.
E
SM
T
STORM DRAINAGE& MAINT. ESMTSTORM DRAINAGE
& MAINT. ESMT
15" HDP
E15"
HDPE
21.5
21.1
21.2
21.4
21.3
23.322.2
12" HDPE
22.1
12" H
D
P
E
23.1
D
23.2
U22
U21
69 50
TB
68 50
Weir
69 50
TB6950
TB
68 00
69 00
Weir
69 00
Weir
70 00
TB
70 00
TB
69 00
Cap
69 50
Cap
69 50
Cap
69 50
Cap
68 50
Weir
68 50
Weir
62 60
Inv
Treatment Cell
Storage Elevation = 669.00'
Pre-Treatment Cell
Storage Elevation = 668.50'
Treatment Cell
Storage Elevation = 668.50'
See "Gabion Weir
Detail" (Sh. 65)
Pre-Treatment Cell
Storage Elevation = 669.00'
See "Bio-Retention D Forebay -
Outfall Weir Detail" (Sh. 64)
Pre-Treatment
5' Wide Grass
Strip (Min.)
Pre-Treatment
5' Wide Grass Strip (Min.)
2 - 6" Perforated Under
Drains & 2 - 6" Cleanouts
1 - 6" Observation Well
(See Detail Sh. 65)
6' Wide Weir Spillway
Armour w/ N.A.G. C350
Permanent Erosion Matting
1 - 6" Cleanout
1 - 6" Observation Well
(See Detail Sh. 65)
6' Wide Weir Spillway
Armour w/ N.A.G. C350
Permanent Erosion Matting
BIO-RET C
BIO-RET D 3' Wide
Conc. Flume
to Forebay 3' Wide
Conc. Flume
to Forebay
48" Ø Std. MH-1
Bio-Retention Facility D - Schematic Cross Section
Not to Scale36" Bio-RetentionSoil Media18" Sump6" Cleanout Riser12"Inv. = 664.00'
6" PerforatedUnderdrain
Top of Structure = 669.00
6" Perforated Underdrain
(Invert = 664.00)
36" Soil Media Layer
(Bottom = 664.75
3" Choker Stone Layer
(Bottom = 664.50)
18" Stone Reservoir Layer
(Bottom = 663.00)
36" Soil Media Layer
(Top = 667.75)
3" Turf Layer
(Top = 668.00)
37' - 6" Solid Wall Pipes(Underdrain fromBio-Retention Facilities)
Inv. = 664.00'
See StormSewer Profiles
Geo-Textile Fabric
Place Geo-Textile Fabric on top of the choker
layer. Position the Filter Fabric to be centered
about the Underdrain and extending 1ft. to 2 ft.
beyond either side of the Underdrain.
Top of Berm = 670.00
Finished Grade
6' Wide Weir = 669.00(Shown for Reference Elevation)
12" Storage Depth3" ThickConc. Apron
Cap = 669.50
Cleanout Riser
See Bio-Retention
Cleanout Detail
Geo-Textile Fabric
Use a Non-Woven Geo-Textile Fabric
with a flow rate of > 110 gal./min/s.f.(e.g., Geotex 351 or Equivalent)
Bio-Retention D Forebay - Outfall Weir Detail
Not to Scale
Top of Weir Wall = 669.50'
Top of Berm = 670.50'
Earthen Berm
Rectangular Weir
Width =2.5 lf
Height = 0.5 vf
6' Wide Weir Wall
Bottom of Weir Wall = 660.50'4' Tall Weir WallBuried 2.5'3:1 Slope3:1 Slop
e
Rectangular Weir
Width =0.5 lf
Height = 1.0 vf
2.5'(W) x 0.5'(H) Rectangular
Weir Invert = 669.00'
Prop. Grade
0.5'(W) x 1.0'(H) Rectangular
Weir Invert = 668.00'U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6031.dwg PLOTTED: 7/14/2022 2:39 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6031 BYNO.DATEREVISIONSDHOLC20001
AS NOTED
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF64 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 07-14-2022
DAVID L. FRANK
Lic. No.1061
00 30'60'NORTH2'2'
Conrete Apron
3" Concrete Apron
Vented Cap
Cleanout Riser Apron Detail DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601BIO-RETENTION BASINS C & D PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTBio-Retention Basin C & Bio-Retention D Plan View
Scale: 1" = 30'
Bio-Retention Soil Media18" Sump6" Cleanout RiserBio-Retention Observation Well Detail
Not to Scale
PerforatedUnderdrain
12"Vented Cap Set 6" Above Water
Storage Surface Elevation
Connect Observation Well
to Underdrain with
a Vertical Tee Fitting
Watertight PVC Cap on
Upstream end of Underdrain 6" Cleanout RiserBio-Retention Cleanout Detail
Not to Scale
PerforatedUnderdrain
12"Vented Cap Set 6" Above Water
Storage Surface Elevation
Connect Cleanout Riser to
Underdrain with a 45° Wye
& Fitting or Equivalent
Watertight PVC Cap on
Upstream end of Underdrain Bio-Retention Soil Media18" SumpPlan View
Section View
Note: See Bioretention Bed Cross Section For Details Regarding Depth And Pipe Sizes.See Site Plan For Specific Elevations, Drainage Piping Inverts, And Storm Structure Sizing
Pavement
Sheet Flow from Impervious Surface
Geo-Textile Fabric
Use a Non-Woven Geo-Textile Fabricwith a flow rate of > 110 gal./min/s.f.(e.g., Geotex 351 or Equivalent)
Choker Stone Layer
Gravel Diaphram
3:1 Slopeto Berm
WQv Level
Filter Media
PerforatedUnderdrain
Grass Filter Strip
SolidOutlet Pipeto Daylight
Berm
Overflow Weir
Bio-Retention Facility Schematic Detail
Gravel Diaphram
Grass Filter Strip
Perforated UnderdrainCollection System
Berm
Sump
Top Mulch orTurf Layer
Cleanout (Typ.)
Geo-Textile Fabric
Place Geo-Textile Fabric on top of the chokerlayer. Position the Filter Fabric to be centeredabout the Underdrain and extending 1ft. to 2 ft.beyond either side of the Underdrain.
Gabion Weir Detail
NTS
6' Weir Width
1.5'
Front View
9' Length
3:1
Note: Gabion Stone Size4"-8" (Average 6")
1'
0.5'
7' Minimum Width of Forebay @Weir Approach
9' Length
3:1
6' Length 6' Length
9' Length
Lower Gabion Basket(9' W x 1.5' H)Lower Gabion Basket(3' W x 1.5' H)
Lower Gabion Basket(6' W x 1.5' H)
Upper Gabion Basket(9' W x 1.0' H)
Fill Voids with #57 Stone
Between Edge of Excavation
and Gabion Baskets
Upper Gabion Basket(9' W x 1.0' H)
Proposed Grade
Non-WovenGeo-TextileFabric PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493DAVID L. FRANK
Lic. No.1061
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6032.dwg PLOTTED: 7/14/2022 2:40 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6032 BYNO.DATEREVISIONSDHOLC20001
NONE
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF65 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKAPPROVED PERMIT DRAWINGS DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVEWINCHESTER, VIRGINIA 22601PROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTBIO-RETENTION BASIN DETAILS & NARRATIVESWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLAN 07-14-2022
Bio-Retention Basin Shall Be Constructed Only After The Site Work Is Complete And
Stabilization Measures Have Been Implemented. Experience With Bio-Retention Basins
And Soil Media Filters Has Demonstrated That Bio-Retention Filters Must Be Protected
From All Sediment Loads.
B.3.B Specifications For Bio-Retention
1. Material Specification
The Allowable Materials To Be Used In Bio-Retention Area Are Detailed In Table 9.8,
This Sheet.
ALL BIO-RETENTION MEDIA IS TO BE SOURCED FROM A CERTIFIED VENDOR.
2. Planting Soil
The Planting Soil Shall Be A Loamy Sand Or A Loam Sand Mix Which Is Generally
Classified As A Loamy Sand On The Usda Texture Triangle. The Mixture Should
Contain A Minimum Of 80-85% Course Sand By Volume, 8-12% Soil Fines, And 3-5%
Organic Matter. The Soil Shall Be A Uniform Mix, Free Of Stones, Stumps, Roots, Or
Other Similar Objects Larger Than One Inch. No Other Materials Or Substances Shall
Be Mixed Or Dumped Within The Bio-Retention Area That May Be Harmful To Plant
Growth, Or Prove A Hindrance To The Planting Or Maintenance Operations. The
Planting Soil Shall Be Free Of Bermuda Grass, Mugwort, Nutsedge, Canada Thistle,
Quackgrass, Johnson Grass, Or Other Noxious Weeds As Specified Under Comar
15.08.01.05.
The Planting Soil Shall Be Tested And Shall Meet The Following Criteria:
Ph Range 5.2 - 7.0
P-Index 10-30
Phosphorus 7-23 Mg/Kg
Cation Exchange Capacity (Cec)Greater Than 10
Infiltration Rate 1-2 Inches Per Hour
Void Ratio (Vv/Vt) (Min)0.25
All Bio-Retention Areas Shall Have A Minimum Of One Test. Each Test Shall Consist Of
Both The Standard Soil Test For Ph, Phosphorus, And Potassium And Additional Tests
Of Organic Matter, And Soluble Salts. A Textural Analysis Is Required From The Site
Stockpiled Topsoil. If Topsoil Is Imported, Then A Textural Analysis Shall Be Performed
For Each Location Where The Top Soil Was Excavated.
Since Different Labs Calibrate Their Testing Equipment Differently, All Testing Results
Shall Come From The Same Testing Facility.
Should The Ph Fall Out Of The Acceptable Range, It May Be Modified (Higher) With
Lime Or (Lower) With Iron Sulfate Plus Sulfur.
3. Compaction
It Is Very Important To Minimize Compaction Of Both The Base Of The Bio-Retention
Area And The Required Backfill. When Possible, Use Excavation Hoes To Remove The
Original Soil. If Bio-Retention Areas Are Excavated Using A Loader, The Contractor
Should Use Wide Track Or Marsh Track Equipment Or Light Equipment With Turf Type
Tires. Use Of Equipment With Narrow Tracks Or Tires, Rubber Tires With Large Lugs,
Or High Pressure Tires Will Cause Excessive Compaction Resulting In Reduced
Infiltration Rates And Is Not Acceptable. Compaction Will Significantly Contribute To
Design Failure.
Compaction Can Be Alleviated At The Base Of The Bio-Retention Facility By Using A
Primary Tilling Operation Such As A Chisel Plow, Ripper, Or Subsoiler. These Tilling
Operations Are To Refracture The Soil Profile Through The 12 Inch Compaction Zone.
Substitute Methods Must Be Approved By The Engineer. Rototillers Typically Do Not Till
Deep Enough To Reduce The Effects Of The Compaction From Heavy Equipment.
Rototill 2 To 3 Inches Of Sand Into The Base Of The Bio-Retention Before Backfilling
The Required Sand Layer. Pump Any Ponded Water Before Preparing (Rototilling) Base.
When Backfilling The Topsoil Over The Sand Layer, First Place 3 To 4 Inches Of Topsoil
Over The Sand, Then Rototill The Sand/Topsoil To Create A Graduation Zone. Backfill
The Remainder Of The Planting Soil To The Final Grade.
When Backfilling The Bio-Retention Facility, Place Lifts 12" To 18" That Are Loosely
Compacted. Do Not Use Heavy Equipment Within The Bio-Retention Basin. Heavy
Equipment Can Be Used Around The Perimeter Of The Basin To Supply Soils And
Sand. Grade Bio-Retention Materials With Light Equipment Such As A Compact Loader
Or A Dozer/Loader With Marsh Tracks.
4. Plant Material
Recommended Plant Material For Bio-Retention Areas Can Be Found In As Noted On
This Sheet And In The Specifications..
5. Plant Installation
Mulch Should Be Placed To A Uniform Thickness Of 2" To 3". Shredded Hardwood
Mulch Is The Only Accepted Mulch. Pine Mulch And Wood Chips Will Float And Move
To The Perimeter Of The Bio-Retention Area During A Storm Event And Are Not
Acceptable. Shredded Mulch Must Be Well Aged (6 To 12 Months) For Acceptance.
Root Stock Of The Plant Material Shall Be Kept Moist During Transport And On-Site
Storage. The Plant Root Ball Should Be Planted So 1/8th Of The Root Ball Is Above
Final Grade Surface. The Diameter Of The Planting Pit Shall Be At Least Six Inches
Larger Than The Diameter Of The Planting Ball. Set And Maintain The Plant Straight
During The Entire Planting Process. Thoroughly Water Ground Bed Cover After
Installation.
Trees Shall Be Braced Using 2" By 2" Stakes Only As Necessary And For The First
Growing Season Only. Stakes Are To Be Equally Spaced On The Outside Of The Tree
Ball.
Grasses And Legume Seed Should Be Drilled Into The Soil To A Depth Of At Least One
Inch. Grass And Legume Plugs Shall Be Planted Following The Non-Grass Ground
Cover Planting Specifications.
The Topsoil Specifications Provide Enough Organic Material To Adequately Supply
Nutrients From Natural Cycling. The Primary Function Of The Bio-Retention Structure Is
To Improve Water Quality. Adding Fertilizers Defeats, Or At A Minimum, Impedes This
Goal. Only Add Fertilizer If Wood Chips Or Mulch Are Used To Amend Soil. Rototill Urea
Fertilizer At A Rate Of 2 Pounds Per 1000 Square Feet.
6.Underdrains
Place The Appropriate Depth Of #57 Stone On The Bottom, Install The Perforated
Underdrain Pipe, Pack #57 Stone To The Top Of The Pipe, Add 3" Of Choker Stone,
Followed By A Geotech Filter Fabric For Filter Between Choker Stone And Planting Soil.
The Main Collector Pipe For The Underdrain Systems Shall Be Constructed At A
Minimum Slope Of 0.5%. Observation Wells And/Or Clean-Out Pipes Must Be Provided
(One Minimum Per Every 1000 Square Feet Of Surface Area).
7.Miscellaneous
- The Bio-Retention Facility May Not Be Constructed Until All Contributing Drainage
Area Has Been Stabilized.
- Landscape Contractor To Mix The Tree And Shrub Species Together For A More
Naturalized Appearance.
Specification #9, January, 2013
SECTION 8: CONSTRUCTION
8.1. Construction Sequence
Construction Stage E&S Controls. Micro-bioretention and small-scale bioretention areas
should be fully protected by silt fence or construction fencing, particularly if they will rely
on infiltration (i.e., have no underdrains). Ideally, bioretention should remain outside the
limit of disturbance during construction to prevent soil compaction by heavy equipment.
Bioretention basin locations may be used as small sediment traps or basins during
construction. However, these must be accompanied by notes and graphic details on the
ESC plan specifying that (1) the maximum excavation depth at the construction stage
must be at least 1 foot above the post-construction maximum excavation, (2) the facility
must contain an underdrain, and (3) the plan must also show the proper procedures for
converting the temporary sediment control practice to a permanent bioretention facility,
including dewatering, cleanout and stabilization.
8.2 Bioretention Installation
The following is a typical construction sequence to properly install a bioretention basin.
The installation of a bioretention basin will include intermediate inspections at critical
stages of construction with inspector sign-off that the particular elements of the
bioretention are constructed according the approved plans and specifications. As an
alternative, if allowed by the VSMP Authority, the contractor may rely on the engineer of
record or other qualified individual to conduct the intermediate inspections and
certifications of compliance. The construction sequence for micro-bioretention is more
simplified. These steps may be modified to reflect different bioretention applications or
expected site conditions:
Step 1. Construction of the bioretention area may only begin after the entire contributing
drainage area has been stabilized with vegetation. It may be necessary to block certain
curb or other inlets while the bioretention area is being constructed. The proposed site
should be checked for existing utilities prior to any excavation.
Step 2. The designer and the installer should have a preconstruction meeting, checking
the boundaries of the contributing drainage area and the actual inlet elevations to ensure
they conform to original design. Since other contractors may be responsible for
constructing portions of the site, it is quite common to find subtle differences in site
grading, drainage and paving elevations that can produce hydraulically important
differences for the proposed bioretention area. The designer should clearly
communicate, in writing, any project changes determined during the preconstruction
meeting to the installer and the plan review/inspection authority.
Step 3. Temporary E&S controls are needed during construction of the bioretention area
to divert stormwater away from the bioretention area until it is completed. Special
protection measures such as erosion control fabrics may be needed to protect
vulnerable side slopes from erosion during the construction process.
Step 4. Any pre-treatment cells should be excavated first and then sealed to trap
sediments.
Step 5. Excavators or backhoes should work from the sides to excavate the bioretention
area to its appropriate design depth and dimensions. Excavating equipment should have
scoops with adequate reach so they do not have to sit inside the footprint of the
bioretention area. Contractors should use a cell construction approach in larger
bioretention basins, whereby the basin is split into 500 to 1,000 sq. ft. temporary cells
with a 10-15 foot earth bridge in between, so that cells can be excavated from the side.
Step 6. It may be necessary to rip the bottom soils to a depth of 6 to 12 inches to
promote greater infiltration.
Step 7. Place geotextile fabric on the sides of the bioretention area with a 6-inch overlap
on the sides. If a stone storage layer will be used, place the appropriate depth of #57
stone on the bottom, install the perforated underdrain pipe, pack #57 stone to 3 inches
above the underdrain pipe, and add approximately 3 inches of choker stone/pea gravel
as a filter between the underdrain and the soil media layer. If no stone storage layer is
used, start with 6 inches of #57 stone on the bottom, and proceed with the layering as
described above.
Step 8. Obtain soil media from a qualified vendor, and store it on an adjacent impervious
area or plastic sheeting. After verifying that the media meets the specifications, apply the
media in 12-inch lifts until the desired top elevation of the bioretention area is achieved.
Wait a few days to check for settlement, and add additional media, as needed, to
achieve the design elevation.
Step 9. Prepare planting holes for any trees and shrubs, install the vegetation, and water
accordingly. Install any temporary irrigation.
Step 10. Place the surface cover in both cells (mulch, river stone or turf), depending on
the design. If coir or jute matting will be used in lieu of mulch, the matting will need to be
installed prior to planting (Step 9), and holes or slits will have to be cut in the matting to
install the plants.
Step 11. Install the plant materials as shown in the landscaping plan, and water them
during weeks of no rain for the first two months.
8.3 Construction Inspection
Inspections during and immediately after construction are needed to ensure that all
the elements of bioretention basins are built in accordance with these specifications.
Use a detailed inspection checklist that requires sign-offs by qualified individuals at
critical stages of construction to ensure that the contractor's interpretation of the plan
is consistent with the designer's intent. The following identifies the critical stages of
construction where an intermediate inspection and sign-off by a qualified individual
is recommended, since the items can't be verified after construction is completed. A
construction inspection checklist that includes certifications of inspection at critical
stages is provided at the end of this specification.
The following represents items that are frequently overlooked during construction
inspection but represent important elements for ensuring the success of the
bioretention facility during the initial break-in period.
Verify the proper coverage and depth of mulch, vegetation, or soil matting has
been achieved following construction, both on the filter bed and the side-slopes.
Inspect the pre-treatment forbays and filter strips to verify that they are properly
installed, stabilized, and working effectively before opening the facility to runoff.
Check that outfall protection/energy dissipation measures at concentrated inflow
and outflow points are stable.
Upon final acceptance of the facility, log the practice's GPS coordinates and submit
them for entry into the VSMP Authority's BMP maintenance tracking database.
9.1. Maintenance Agreements
The Virginia Stormwater Management regulations (4 VAC 50-60) specify the
circumstances under which a maintenance agreement must be executed between
the owner and the VSMP authority, and sets forth inspection requirements,
compliance procedures if maintenance is neglected, notification of the local
program upon transfer of ownership, and right-of-entry for local program
personnel.
All bioretention practices must include a long term maintenance agreements
consistent with the provisions of the VSMP regulations, and must include the
recommended maintenance tasks and a copy of an annual inspection checklist.
When micro-scale bioretention practices are applied on private residential lots,
homeowners should be educated (ideally, provide handout materials) regarding
their routine maintenance needs by being provided a simple document that
explains their purpose and routine maintenance needs.
A deed restriction, drainage easement or other mechanism enforceable by the
VSMP authority must be in place to help ensure that rain gardens and bioretention
filters are maintained and not converted or disturbed, as well as to pass the
knowledge along to any subsequent owners.
The mechanism should, if possible, grant authority for the VSMP authority to
access the property for inspection or corrective action.
Bio-Retention Construction Documentation Notes
Photo Documentation of each stage of construction is recommended.
Measuring Sticks should be used to document depth and thickness.
Use photo documentation to record installation of;
·The Impermeable Liner fi Required
·The Underdrain System
·The Stone Reservoir Layer
·Choker Stone Layer
·Filter Fabric Placement
·The Bio-Retention Soil Media Layer
·The Hardwood Mulch Layer
Upon final acceptance of the facility, log the practice's GPS coordinates
and submit them for entry into the VSMP Authority's BMP maintenance
tracking database.
STORM 1.1 TO 1.6
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
625
630
635
640
645
650
655
660
665
625
630
640
650
660
8+50 9+00 645.710+00641.6640.85643.8645.3011+00646.7646.00647.9646.4012+00651.1647.40654.4653.6913+00RIM=646.001.5 - DI-1INV IN 642.50 (1.6)INV OUT 642.25 (1.4)11+17.94RIM=645.511.4 - DI-3B (6' RT)INV IN 641.30 (1.5)INV IN 641.63 (1.9)INV OUT 641.30 (1.3)10+61.55RIM=645.511.3 - DI-3B (6' LT)INV IN 640.95 (1.4)INV IN 641.29 (1.8)INV OUT 640.95 (1.2)10+21.55SSWR XING STA. 10+11.208" SDR-35 INV=638.30FIN. GRADE
EX. GRADE
WATR XING STA. 10+72.238" DIP INV=639.1618" MIN
CLEAR
19"
CLEAR
56.39' - 18"
HDPE @ 1.68%40.00' - 30" x 19"
HERCP @ 0.87%
21.55' - 30" X 19"
HEHDPE @ 0.48%
93.32' - 15" HDPE @
1
.
6
1
%RIM=647.451.6 - DI-1INV OUT 644.00 (1.5)12+11.25RIM=643.05EX9 - EW-1-21 OR 24INV OUT 640.56 ()9+65.4738' - 24" H
D
P
E
@
3.
4
1
%RIM=642.961.2 - EW-1A (30X19)INV IN 640.85 (1.3)10+00STORM 1.3 TO 1.8
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
625
630
635
640
645
650
655
660
665
625
630
640
650
660
9+50643.6646.2010+00643.4645.51645.511+00RIM=645.441.8 - DI-3C (8')INV OUT 641.85 (1.3)10+24.61RIM=645.511.3 - DI-3B (6' LT)INV IN 640.95 (1.4)INV IN 641.29 (1.8)INV OUT 640.95 (1.2)10+00FIN. GRADE
EX. GRADE
24.61' - 15" HD
P
E
@
2.
2
8
%
STORM 1.4 TO 1.9
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
625
630
635
640
645
650
655
660
665
625
630
640
650
660
9+50643.2645.7610+00644.1645.51645.511+00RIM=645.511.4 - DI-3B (6' RT)INV IN 641.30 (1.5)INV IN 641.63 (1.9)INV OUT 641.30 (1.3)10+00RIM=645.441.9 - DI-3C (8')INV OUT 641.85 (1.4)10+24.60FIN. GRADE
EX. GRADE
24.60' - 15" HDPE @ 0.89%
STORM 2.1 TO 3.3
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
645
650
655
660
665
670
675
680
685
645
650
660
670
680
9+50653.7656.0010+00653.0657.00652.1659.7111+00652.4662.81655.9662.9512+00659.8663.16659.6664.2313+00659.5664.89658.3665.3814+00656.8665.3614+50655.0664.64RIM=662.912.2 - DI-3B (8' RT)INV IN 658.00 (2.3)INV OUT 657.75 (2.1)11+50.83FIN. GRADE
EX. GRADE2.1 - ES-1 (18")INV 656.00 (2.2)10+00WATR XING STA. 11+36.338" DIP INV=655.26RIM=665.593.2 - DI-3B (8' LT)INV IN 660.25 (3.3)INV OUT 660.25 (2.3)13+70.84RIM=665.593.3 - DI-3B (8' RT)INV OUT 660.80 (3.2)14+10.8440.00' - 15" HDPE @ 1.
3
7
%RIM=662.912.3 - DI-3B (8' LT)INV IN 658.50 (3.2)INV OUT 658.50 (2.2)11+90.84SSWR XING STA. 13+42.678" SDR-35 INV=646.6118" MIN
CLEAR150.83' - 18" HDPE @ 1.16%
180.00' - 15" HDPE @ 0.97%
40.01' - 15" HDPE @ 1.25
%
STORM 4.1 TO 4.6
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
645
650
655
660
665
670
675
680
685
645
650
660
670
680
9+50663.6660.8810+00662.4659.00662.4664.1311+00663.8667.62664.4669.0812+00667.2668.01667.6667.3713+00666.9666.79665.9666.3414+00664.6666.26663.7664.9915+00663.7666.2915+50RIM=666.624.3 - DI-3B (6' RT)INV IN 660.45 (4.4)INV OUT 660.45 (4.2)13+37.77RIM=666.334.4 - DI-3B (6' LT)INV IN 660.65 (4.5)INV OUT 660.65 (4.3)13+80.23RIM=665.104.5 - DI-3B (6' LT)INV IN 660.90 (4.6)INV OUT 660.90 (4.4)14+33.14RIM=665.104.6 - DI-3B (6' RT)INV OUT 661.10 (4.5)14+73.1440.00' - 15" HDPE @ 0.52%52.91' - 15" HDPE @ 0.47%4.1 - ES-1 (18")INV 659.00 (4.2)10+00FIN. GRADE
EX. GRADE
SSWR XING STA. 11+91.578" SDR-35 INV=655.7241"
CLEAR
42.46' - 15" HDPE @ 0.47%130.70' - 15" HDPE @ 0.46%
207.07' - 18" HDPE @ 0.41%RIM=667.874.2 - DI-3B (6' RT)INV IN 659.85 (4.3)INV IN 662.50 (5.1)INV OUT 659.85 (4.1)12+07.07STORM 4.2 TO 5.1
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
645
650
655
660
665
670
675
680
685
645
650
660
670
680
9+50 10+00667.3667.87667.2668.0811+00RIM=667.874.2 - DI-3B (6' RT)INV IN 659.85 (4.3)INV IN 662.50 (5.1)INV OUT 659.85 (4.1)10+00RIM=667.875.1 - DI-3B (6' LT)INV OUT 662.80 (4.2)10+4040.00' - 15" HDPE @ 0.75%
FIN. GRADEEX. GRADE
STORM 6.1 TO 6.5
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
635
640
645
650
655
660
665
670
675
635
640
650
660
670
9+50643.0645.9310+00646.6644.83651.0648.6711+00655.1650.78657.4652.0012+00660.9654.01663.3655.7313+00665.3657.98666.8660.4314+00667.5662.4714+50RIM=648.006.2 - DI-1INV IN 644.50 (6.3)INV OUT 644.50 (6.1)10+45.88RIM=651.006.3 - DI-1INV IN 646.00 (6.4)INV OUT 646.00 (6.2)11+03.55RIM=654.906.4 - DI-1INV IN 650.00 (6.5)INV OUT 650.00 (6.3)12+29.20FIN. GRADE
EX. GRADE
WATR XING STA. 10+27.458" DIP INV=641.96RIM=662.456.5 - DI-1INV OUT 657.50 (6.4)13+97.876.1 - ES-1 (15")INV 644.00 (6.2)10+00125.65' - 15"
H
D
P
E
@
3.
1
8
%
125.65' - 15"
H
D
P
E
@
3.
1
8
%
125.65' - 15"
H
D
P
E
@
3.
1
8
%
45.88' - 15" HDPE @ 1.09%
57.67' - 15" H
D
P
E
@
2.
6
0
%168.68' - 15" HDPE @ 4.45
%
18" MIN
CLEAR
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6100.dwg PLOTTED: 7/14/2022 2:03 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6100 BYNO.DATEREVISIONSDHOLC20001
HORZ. SCALE: 1" = 50'
& VERT. SCALE: 1" = 5'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF66 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601STORM SEWER PROFILESWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT00 50'100'
STORM 11.1 TO 11.6
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
640
645
650
655
660
665
670
675
680
640
650
660
670
680
9+50665.0652.3910+00664.4653.00663.9662.3511+00663.1662.79664.0661.6712+00666.6666.0662.1913+00666.2662.5813+50
FIN. GRADE
EX. GRADE RIM=661.6211.6 - DI-1INV OUT 656.70 (11.5)12+58.45RIM=662.0911.4 - DI-3B (6' RT)INV IN 656.20 (12.1)INV IN 656.20 (11.5)INV OUT 656.20 (11.3)12+14.67RIM=662.0811.5 - DI-3B (6' LT)INV IN 656.60 (11.6)INV OUT 656.60 (11.4)12+44.64SSWR XING STA. 12+34.678" SDR-35 INV=650.38SSWR XING STA. 11+69.258" SDR-35 INV=649.30WATR XING STA. 12+24.678" DIP INV=653.80WATR XING STA. 11+55.698" DIP INV=652.9218" MIN
CLEAR
21"
CLEAR 13.81' - 15" HDPE @ 0.72%
29.98' - 15" HDPE @ 1.33%
72.54' - 15" HDPE @
1
.
6
5
%
STORM 11.4 TO 12.2
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
645
650
655
660
665
670
675
680
685
645
650
660
670
680
9+50 10+00666.7662.09669.2662.7411+00670.4663.59671.2664.4412+00671.6665.29670.8665.6613+00RIM=666.6212.1 - DI-3B (6' RT)INV IN 660.00 (12.2)INV OUT 660.00 (11.4)12+11.51RIM=666.3312.2 - DI-3B (6' LT)INV OUT 660.20 (12.1)12+41.55RIM=662.0911.4 - DI-3B (6' RT)INV IN 656.20 (12.1)INV IN 656.20 (11.5)INV OUT 656.20 (11.3)10+00FIN. GRADE
EX. GRADE
WATR XING STA. 12+21.518" DIP INV=657.2321" CLEAR
30.04' - 15" HDPE @ 0.67%
211.51' - 15" HDPE
@
1
.
8
0
%
STORM 13.1 TO 13.7
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
640
645
650
655
660
665
670
675
680
640
650
660
670
680
9+50656.210+00656.7654.58659.7660.0111+00663.1666.3658.1012+00665.0659.58661.6659.7413+00658.4659.89660.7660.6014+00 15+00RIM=658.8513.2 - DI-3B (6' LT)INV IN 653.75 (13.3)INV OUT 653.75 (13.1)11+03.34RIM=659.5713.4 - DI-3B (6' RT)INV IN 654.80 (14.1)INV IN 654.80 (13.5)INV OUT 654.80 (13.3)12+56.69RIM=659.5713.5 - DI-3B (6' LT)INV IN 655.00 (13.6)INV OUT 655.00 (13.4)12+86.69RIM=659.3713.7 - DI-1INV OUT 655.75 (13.6)13+89.65RIM=660.2113.6 - DI-3B (6' RT)INV IN 655.30 (13.7)INV OUT 655.30 (13.5)13+17.4713.1 - EW-1-21 OR 24INV 653.00 (13.2)10+00FIN. GRADE
EX. GRADE
SSWR XING STA. 12+76.698" SDR-35 INV=651.20WATR XING STA. 12+66.698" DIP INV=650.9816" CLEAR
CONC. ARCH REQ.
33" CLEAR18" MIN
CLEAR
WATR XING STA. 11+13.578" DIP INV=651.4772.17' - 15" HDPE @ 0.62%
30.79' - 15" HDPE @ 0.97%
30.00' - 18" HDPE @ 0.66%104.31' - 24" HDPE @ 0.77%
103.34' - 24" HDPE @ 0.72%
STORM 13.4 TO 14.3
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
645
650
655
660
665
670
675
680
685
645
650
660
670
680
9+50 10+00661.0659.57663.2660.3011+00666.1661.30668.5662.3012+00672.0663.30670.1663.7013+00671.4664.32672.1663.7714+0013.4 - DI-3B (6' RT)INV 654.80 (14.1)INV 654.80 (13.5)10+00RIM=663.5014.1 - DI-3B (6' RT)INV IN 658.85 (14.2)INV OUT 658.85 (13.4)12+10.08RIM=663.5014.2 - DI-3B (6' LT)INV IN 659.25 (14.3)INV OUT 659.25 (14.1)12+40.08RIM=663.4814.3 - DI-1INV OUT 660.00 (14.2)13+42.08FIN. GRADE
EX. GRADE
SSWR XING STA. 12+30.088" SDR-35 INV=655.59WATR XING STA. 12+20.088" DIP INV=654.1516" MIN
CLEAR
30"
CLEAR
WATR XING STA. 12+00.088" DIP INV=656.49102.00' - 15" HDPE @ 0.74%
30.00' - 15" HDPE @ 1.33%
210.08' - 18" HDP
E
@
1
.
9
2
%
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6101.dwg PLOTTED: 7/14/2022 2:03 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6101 BYNO.DATEREVISIONSDHOLC20001
HORZ. SCALE: 1" =
50' & VERT.
SCALE: 1" = 5'CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF67 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601STORM SEWER PROFILESWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT00 50'100'
STORM 15.1 TO 15.5
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
645
650
655
660
665
670
675
680
685
645
650
660
670
680
9+50675.1662.7010+00672.7665.46671.6668.2011+00670.2668.28668.6668.2712+00667.4667.38667.2667.6613+00668.5668.24169.31' - 15" HDPE @ 0.21%RIM=667.5515.3 - DI-3C (8')INV IN 663.35 (15.4)INV OUT 663.35 (15.2)11+86.61RIM=667.7515.2 - 48" MHINV IN 663.00 (15.3)INV IN 663.00 (17.1)INV IN 663.00 (18.1)INV OUT 663.00 (15.1)10+17.30FIN. GRADE
EX. GRADE
SSWR XING STA. 11+64.968" SDR-35 INV=657.4615.1 - ES-1 (15")INV 662.90 (15.2)10+0017.30' - 18" HDPE @ 0.58%40.02' - 15" RCP CL III @ 0.50%RIM=667.5515.4 - DI-3C (8')INV IN 663.55 (15.5)INV OUT 663.55 (15.3)12+26.6349.90' - 15" HDPE @ 0.50%RIM=667.9615.5 - DI-3B (8' RT)INV OUT 663.80 (15.4)12+76.53STORM 15.2 TO 17.2
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
655
660
665
670
675
680
685
690
695
655
660
670
680
690
9+50 10+00672.1667.75671.1668.0211+00671.7669.4311+50RIM=667.7515.2 - 48" MHINV IN 663.00 (15.3)INV IN 663.00 (17.1)INV IN 663.00 (18.1)INV OUT 663.00 (15.1)10+0039.50' - 15" HDPE @ 0.76%RIM=668.2617.1 - DI-3C (8')INV IN 663.30 (17.2)INV OUT 663.30 (15.2)10+39.5043.83' - 15" RCP CL III @ 0.91%RIM=669.3717.2 - DI-3B (6' LT)INV OUT 663.70 (17.1)10+83.34FIN.
GRADE
EX. GRADE
STORM 15.2 TO 18.1
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
655
660
665
670
675
680
685
690
695
655
660
670
680
690
9+50 10+00672.1667.75672.7669.1211+00674.0669.27673.2668.7212+00RIM=668.9518.1 - DI-3B (6' LT)INV OUT 664.00 (15.2)11+21.97121.97' - 15" HDPE @ 0.82%
FIN. GRADE
EX. GRADERIM=667.7515.2 - 48" MHINV IN 663.00 (15.3)INV IN 663.00 (17.1)INV IN 663.00 (18.1)INV OUT 663.00 (15.1)10+00STORM 21.1 TO 21.5
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
650
655
660
665
670
675
680
685
690
650
660
670
680
690
9+50 10+00663.1664.58664.7667.5311+00666.0670.34667.6670.8012+00669.2670.64670.5671.2513+00671.3669.3113+50
114.86' - 15" HDPE @ 0.44%21.1 - ES-1 (15")INV 662.85 (21.2)10+00RIM=668.2521.5 - DI-1INV OUT 664.00 (21.4)12+90.63FIN. GRADE
EX. GRADE
WATR XING STA. 12+35.808" DIP INV=661.4731.32' - 15" HDPE @ 0.32%18" MIN
CLEAR
110.45' - 15" HDPE @ 0.36%RIM=672.3621.3 - DI-3B (6' RT)INV IN 663.75 (21.4)INV OUT 663.75 (21.2)12+25.31RIM=671.5021.4 - DI-3B (6' LT)INV IN 663.90 (21.5)INV OUT 663.90 (21.3)12+59.3134.00' - 15" HDPE @ 0.44%RIM=670.9021.2 - 48" MHINV IN 663.35 (21.3)INV OUT 663.35 (21.1)11+14.86CATCH BASIN 3 OUTFALL - STORM CB1 TO CB2
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
635
640
645
650
655
660
635
640
650
660
9+50650.5650.5410+00653.3653.32655.1655.0511+00656.5656.4811+50657.6657.5771.78' - 6" HDPE @ 0.70%
STORM CB3 TO CB4 2+50
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
645
650
655
660
665
670
645
650
660
670
9+50 10+00655.4655.45657.1657.0811+00657.3657.27658.7658.7412+00
146.85' - 8" HDPE @ 1.
4
0
%
STORM 23.1 TO 23.3
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
655
660
665
670
675
680
685
690
655
660
670
680
690
10+00672.6669.86672.6670.3711+00671.0670.55669.4672.3712+00668.7672.00RIM=670.7523.3 - 30" DRAIN BASININV OUT 668.67 (23.2)11+87.8136.00'
12" HDPE
@ 0.50%RIM=672.5023.2 - 30" JUNCTIONINV IN 668.49 (23.3)INV OUT 668.49 (23.1)11+51.81119.86' - 12" HDPE @ 0.41%RIM=669.4423.1 - ES-1 (15")INV IN 668.00 (23.2)10+31.95SSWR XING STA. 11+07.788" SDR-35 INV=663.7945"
CLEAR
WATR XING STA. 10+92.788" DIP INV=664.03STORM 22.1 TO 22.2
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5'
655
660
665
670
675
680
685
690
655
660
670
680
690
10+00671.0668.00669.6669.9211+00668.9670.9711+50RIM=669.4422.1 - ES-1 (15")INV IN 668.00 (22.2)10+2582' - 12" HDPE @ 0.40%RIM=670.8022.2 - 30" DRAIN BASININV OUT 668.33 (22.1)11+06.63WATR XING STA. 10+46.128" DIP INV=664.03 U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6102.dwg PLOTTED: 7/14/2022 2:04 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6102 BYNO.DATEREVISIONSDHOLC20001
HORZ. SCALE: 1" =
50' & VERT.
SCALE: 1" = 5'CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF68 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601STORM SEWER PROFILESWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT00 50'100'
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6200.dwg PLOTTED: 7/14/2022 2:51 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6200 BYNO.DATEREVISIONSDHOLC20001
NONE
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF69 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVEWINCHESTER, VIRGINIA 22601PROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTSTORM SEWER INLET & OUTLET COMPSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLAN 07-14-2022
DAVID L. FRANK
Lic. No.1061
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6201.dwg PLOTTED: 7/14/2022 2:51 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6201 BYNO.DATEREVISIONSDHOLC20001
NONE
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF70 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVEWINCHESTER, VIRGINIA 22601PROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTSTORM SEWER DESIGN COMPSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLAN 07-14-2022
DAVID L. FRANK
Lic. No.1061
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6202.dwg PLOTTED: 7/14/2022 2:51 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6202 BYNO.DATEREVISIONSDHOLC20001
NONE
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF71 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVEWINCHESTER, VIRGINIA 22601PROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTHYDRAULIC GRADE LINE (HGL) COMPSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLAN 07-14-2022
DAVID L. FRANK
Lic. No.1061
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS6203.dwg PLOTTED: 7/14/2022 2:52 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS6203 BYNO.DATEREVISIONSDHOLC20001
NONE
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF72 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVEWINCHESTER, VIRGINIA 22601PROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTDITCH ANALYSES SUMMARY & COMPSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLAN 07-14-2022
DAVID L. FRANK
Lic. No.1061
LP 659.4314+63.33LP 661.9414+66.01662
662
664
666
650660
660
660 642642
644
64464664664
8
65265465
465465
4
654656
656
6566566566
5
6
658
658658662662
662
66266266
2
66266
2
664
664666
666
668
668650
65066
0
648
648652
652654
654656
6566
5
8
6
5
8
662
664
664
660660
660
660
66
0
6
6
0
670
670
670
670
658658
662662662662662664664
66
4
6
6
4666
6666686
6
8668668
668
66
8
672
672
674
67
4
676
6
7
667667
66766
7
6
67667
6676676
670
662
664
6
6
6
668
672
674
670672660660660650
650
650650660670
670670
6
7
0
6
5
0
6
6
0 650660
660650
650 65066066
0
670670670 6706706706706
7
0
670
670670
-2.0%Ex. Lot 119
Ex. Lot 117
Ex. Lot 118
Ex. Lot 13
Ex. Lot 12
Ex. Lot 11
OUTLOT A
Ex. Lot 14
Ex. Lot 24
Ex. Lot 25
2
3 4 5
6 7
8 9
Ex. Lot 204Ex. Lot 199Ex. Lot 198Ex. Lot 197Ex. Lot 196Ex. Lot 195Ex. Lot 194
Ex. Lot 193
Ex. Lot 192
Ex. Lot 191
Ex. Lot 203
1
Ex. Lot 120
PIN 55-A-202CHARLES D. LLOYDINST. 100001953PIN 55-A-203CHARLES D. LLOYDDB 820 PG 345
PIN 65-A-21ROCKY J. RHODESINST. 060023931
PIN 65-A-22GEORGE T. DAMKODB 505 PG 845
PIN 65-A-23RUSSELL W.MORELANDDB 344 PG 311
Ex. Lot 14
Ex. Lot 15
Ex. Lot 18
Ex. Lot 19
Ex. Lot 20
Ex. Lot 21
Ex. Lot 22
Ex. Lot 23
Ex. Lot 24
Ex. Lot 16
L1
PIN 55J-1-9-204ABRIARWOOD ESTATES H.O.A.INST. 040013356
4
OPEN SPACE
Ex. Lot 13
LYNNEHAVEN - SEC. 1INST. 030007982
LYNNEHAVENSEC. 2 / PH. 1AINST. 040010667
PATTON SUBDI
V
I
S
I
O
N
DB 218 PG 370
WETLANDSCHANNEL243 LF
24" PEP NESCLIFFE CT.50' R/WFARMINGTON BLVD.
50' R/WLADYSLIPPER DR.54' R/WARDEYTH LN.54' R/WEX. 30" PE
P
DRAINAGE ESMT.INST. NO. 040010667
EX.
24
"
RCP
EX. 15" PE
P
EX. 18" PEPEX. 18" PEP20' WIDE DRAINAGE ESMT.INST. NO. 050028042
20' WIDE DRAINAGE ESMT.INST. NO. 050028042
15" PEP18" PEPEX. SAN. SEWER
EX. W/L(TYP.)
EX. W/L (TYP.)EX. GASLINE (TYP.)
EX. SAN.SEW. (TYP.)
EX. SAN. SEWER
EX. SAN. SEWER
EX. W/L
T.M. 64-8-9TIRRENIA,LLCDB 838 PG 1360INST. NO. 15000586ZONE: B2USE: COMMERCIAL
ORRICK COMMONSSUBDIVISION LOT 5
20' FCSA SA
N.
E
S
M
T.INST. NO. 080
0
0
6
2
8
6
50' ACCESS
E
S
M
T
.INST. NO. 080
0
0
6
2
8
6
20' FCSA W/L
E
S
M
T
.INST. NO. 080
0
0
6
2
8
6
EX WATER ME
T
E
R
(
G
I
S
)
TIGER LILY CT.
Ex. Lot 26
Ex. Lot 27
EX. W/L (TYP.)
ORRICK COMMONSSUBDIVISION LOT 6ARDEYTH LN.54' R/WSTEEPLECHASE SUBDIVISIONINST. 050028042
STEEPLECHASE SUBDIVISIONINST. 050028042
Ex. Lot 12Ex. Lot 11
Ex. Lot 17
STORM DRAINAGE
& MAINT. ESMT
STORM DRAINAGE
& MAINT. ESMT
STORM DRAINAGE
& MAINT. ESMT
S
TO
RM
D
R
A
I
N
A
G
E
&
M
A
I
N
T
.
E
SM
T
STORM DRAINAGE& MAINT. ESMTSTORM DRAINAGE
& MAINT. ESMT STORM DRAINAGE& MAINT. ESMTTYPE "C" SEPARATION BUFFER100' - LANDSCAPE SCREENTYPE "C" SEPARATION BUFFER100' - LANDSCAPE SCREENTYPE "A" SEPARATION
B
U
F
F
E
R
50' - LANDSCAPE SCR
E
E
N
TYPE "A" SEPARATION
B
U
F
F
E
R
25' - FULL SCREEN
TYPE "C" SEPAR
A
T
I
O
N
B
U
F
F
E
R
100' - LANDSCA
P
E
S
C
R
E
E
N
LOT 1
10,319 SF
LOT 2
8,350 SF
LOT 3
8,348 SF
LOT 4
8,346 SF
LOT 5
8,344 SF
LOT 6
8,343 SF
LOT 7
10,741 SF
LOT 8
10,740 SF
LOT 10
10,874 SF
LOT 11
10,778 SF
LOT 12
9,920 SF
LOT 13
8,918 SF
LOT 14
8,000 SF
LOT 9
10,739 SF
LOT 15
8,423 SFLOT 16
8,425 SF
LOT 17
8,107 SF
LOT 18
8,615 SFLOT 19
8,609 SFLOT 20
8,427 SF
LOT 21
8,001 SF
LOT 22
8,000 SF
LOT 23
8,000 SF
LOT 24
8,000 SF
LOT 25
12,523 SF
LOT 26
8,816 SF
LOT 28
10,176 SF
LOT 29
8,002 SF
LOT 30
8,003 SF
LOT 31
8,004 SF
LOT 40
8,053 SF
LOT 32
8,005 SF
LOT 33
8,007 SF
LOT 34
8,008 SF
LOT 35
8,009 SF
LOT 36
8,010 SF
LOT 37
8,000 SF
LOT 38
8,000 SF
LOT 39
8,000 SF
LOT 167
2,556 SF
LOT 166
2,556 SF
LOT 165
3,621 SF
LOT 168
2,556 SF
LOT 169
2,556 SF
LOT 170
3,621 SF
LOT 1302,556 SFLOT 1312,556 SFLOT 1323,621 SFLOT 1292,556 SFLOT 1282,556 SFLOT 1272,556 SFLOT 1262,556 SFLOT 1253,621 SFLOT 1352,556 SFLOT 1342,556 SFLOT 1333,621 SFLOT 1362,556 SFLOT 1372,556 SFLOT 1382,556 SFLOT 1392,556 SFLOT 1403,621 SFLOT 1622,556 SFLOT 1632,556 SFLOT 1643,621 SFLOT 1612,556 SFLOT 1602,556 SFLOT 1592,556 SFLOT 1582,556 SFLOT 1573,621 SFLOT 1112,556 SFLOT 1102,556 SFLOT 1093,621 SFLOT 1122,556 SFLOT 1132,556 SFLOT 1142,556 SFLOT 1152,556 SFLOT 1163,621 SFLOT 1222,556 SFLOT 1232,556 SFLOT 1243,621 SFLOT 1212,556 SFLOT 1202,556 SFLOT 1192,556 SFLOT 1182,556 SFLOT 1173,621 SFLOT 1432,556 SFLOT 1422,556 SFLOT 1413,621 SFLOT 1442,556 SFLOT 1452,556 SFLOT 1462,556 SFLOT 1472,556 SFLOT 1483,621 SFLOT 1542,556 SFLOT 1552,556 SFLOT 1563,621 SFLOT 1532,556 SFLOT 1522,556 SFLOT 1512,556 SFLOT 1502,556 SFLOT 1493,621 SFLOT 1032,556 SFLOT 1022,556 SFLOT 1013,621 SFLOT 1042,556 SFLOT 1052,556 SFLOT 1062,556 SFLOT 1072,556 SFLOT 1083,621 SFLOT 173
2,556 SF
LOT 172
2,556 SF
LOT 171
3,621 SF
LOT 174
2,556 SF
LOT 175
2,556 SF
LOT 176
3,621 SF
LOT 179
2,556 SF
LOT 178
2,556 SF
LOT 177
3,621 SF
LOT 180
2,556 SF
LOT 181
3,621 SF
FARMINGTON BLVD.
55' ROW - 25 MPH
GABRIEL CT.55' ROW - 25 MPHMAURY WAY (PRIVATE)
31' ACCESS ESMT.
HARDY WAY (PRIVATE)
31' ACCESS ESMT.WERTLAND PL. (PRIVATE)31' ACCESS ESMT.OPEN SPACE 2
1.5522 AC.
OPEN SPACE 3
0.3772 AC.
AGE RESTRICTED
APARTMENTS NORTH
4-STORY - 24 UNIT
HEIGHT = 48.26'
10,490 SF GFA /41,960 SF TOT
A
L
FFE=672.69
AGE RESTRICTE
D
APARTMENTS S
O
U
T
H
4-STORY - 24 UN
I
T
HEIGHT = 48.26'
10,490 SF GFA/4
1
,
9
6
0
S
F
T
O
T
A
L
FFE=673.07
11 25' ACTIVE25' ACTIVE 25' ACTIVE20' ACTIVE
TYPE "A" SEPARATION
B
U
F
F
E
R
100' - NO SCREEN4+07 UNWRAP0+58 UNWRAP1+002+00 3+0025' ACTIVE
50'ACCESS ESMT.OPEN SPACE 1
15.4709 AC.
OPEN SPACE 1
15.4709 AC.
OPEN SPACE 1
15.4709 AC.
LOT 27
9,004 SF
TYPE "C" SEP
A
R
A
T
I
O
N
B
U
F
F
E
R
200' - NO SCR
E
E
N
R
E
Q
.50' ACTIVE150' INACTIVEAREA 1AREA 4
AREA 2
AREA 5
NOTE: FOR PROPOSED
TOWNHOUSE PLANTINGS
SEE DETAIL, SHEETS
CS7100 AND CS7500
10' WIDE BUFFE
R
P
L
A
N
T
I
N
G
A
R
E
A
(
T
Y
P
.
)AREA 8AREA 7 AREA 6
AREA 3 25' VEG.BUFFERU:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS7000.dwg PLOTTED: 7/14/2022 2:07 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS7000 BYNO.DATEREVISIONSDHOLC20001
1" = 80'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF73 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 80'160'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601LANDSCAPE PLAN AND CALCULATIONSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTPROP. SHADE TREE
PROP. EVG. TREE
PROP. ORNAMENTAL
TREE
PROP. SHRUBS
PROP. PLANT LABEL
LANDSCAPE LEGEND
PROP. BUFFER
PLANTING AREA
LANDSCAPE CALCULATIONS:
RESIDENTIAL SEPARATION BUFFERS
AREA 1
BUFFER TYPE TYPE C, FULL SCREEN
BUFFER WIDTH 100 LF (25' ACTIVE, 75' INACTIVE)
TOTAL BUFFER LENGTH 138 LF
LENGTH OF BUFFER CONTAINING 50'
DEPTH OF MATURE WOODLANDS 0 LF
LENGTH OF BUFFER CONTAINING
EASEMENTS 0 LF
REMAINING BUFFER LENGTH TO BE
PLANTED 138 LF
REQUIRED PROVIDED
PLANTS 41
(3 PER 10 LF)
41
(3 PER 10 LF)
DECIDUOUS TREES (13 OF TOTAL)14 14
EVERGREEN TREES (13 OF TOTAL)14 14
SHRUBS (13 OF TOTAL)13 13
6' HIGH OPAQUE FENCE YES YES
AREA 2
BUFFER TYPE TYPE C, FULL SCREEN
BUFFER WIDTH 100 LF (25' ACTIVE, 75' INACTIVE)
TOTAL BUFFER LENGTH 850 LF
LENGTH OF BUFFER CONTAINING 50'
DEPTH OF MATURE WOODLANDS 0 LF
LENGTH OF BUFFER CONTAINING
EASEMENTS 0 LF
REMAINING BUFFER LENGTH TO BE
PLANTED 850 LF
REQUIRED PROVIDED
PLANTS 255
(3 PER 10 LF)
255
(3 PER 10 LF)
DECIDUOUS TREES (13 OF TOTAL)85 85
EVERGREEN TREES (13 OF TOTAL)85 85
SHRUBS (13 OF TOTAL)85 85
6' HIGH OPAQUE FENCE YES YES
AREA 4
BUFFER TYPE TYPE A, LANDSCAPE SCREEN
BUFFER WIDTH 50 LF (20' ACTIVE, 30' INACTIVE)
TOTAL BUFFER LENGTH 249 LF
LENGTH OF BUFFER CONTAINING 50'
DEPTH OF MATURE WOODLANDS 0 LF
LENGTH OF BUFFER CONTAINING
EASEMENTS 0 LF
REMAINING BUFFER LENGTH TO BE
PLANTED 249 LF
REQUIRED PROVIDED
PLANTS 75
(3 PER 10 LF)
75
(3 PER 10 LF)
DECIDUOUS TREES (13 OF TOTAL)25 25
EVERGREEN TREES (13 OF TOTAL)25 25
SHRUBS (13 OF TOTAL)25 25
6' HIGH OPAQUE FENCE NO NO
AREA 5
BUFFER TYPE CATEGORY A, FULL SCREEN
BUFFER WIDTH 50 LF (10' ACTIVE, 15' INACTIVE)
TOTAL BUFFER LENGTH 119 LF
LENGTH OF BUFFER CONTAINING 50'
DEPTH OF MATURE WOODLANDS 0 LF
LENGTH OF BUFFER CONTAINING
EASEMENTS 0 LF
REMAINING BUFFER LENGTH TO BE
PLANTED 119 LF
REQUIRED PROVIDED
PLANTS 36
(3 PER 10 LF)
36
(3 PER 10 LF)
DECIDUOUS TREES (13 OF TOTAL)12 12
EVERGREEN TREES (13 OF TOTAL)12 12
SHRUBS (13 OF TOTAL)12 12
6' HIGH OPAQUE FENCE YES YES
STREET TREES
FARMINGTON BOULEVARD
LENGTH OF ROAD FRONTAGE 2,216 LF
REQUIRED PROVIDED
TREES 55
(1 PER 40 LF)
55
(1 PER 40 LF)
GABRIEL COURT
LENGTH OF ROAD FRONTAGE 1,651 LF
REQUIRED PROVIDED
TREES 41
(1 PER 40 LF)
41
(1 PER 40 LF)
McCORMICK CIRCLE
LENGTH OF ROAD FRONTAGE 2,087 LF
REQUIRED PROVIDED
TREES 52
(1 PER 40 LF)
52
(1 PER 40 LF)
PARKING LOT LANDSCAPING
PERIMETER LANDSCAPING
PARKING LOT IMPERVIOUS AREA 28,807 SF
REQUIRED PROVIDED
PERIMETER PARKING LOT SHADE TREES 14
(1 PER 2000 SF)14
3' HIGH HEADLIGHT SCREENING
YES
(IN SOME
AREAS)
YES
(IN SOME
AREAS)
INTERIOR LANDSCAPING
TOTAL PARKING LOT AREA 31,841 SF
PARKING SPACES 119
REQUIRED PROVIDED
PARKING LOT LANDSCAPED AREA 1,287 SF
(5.00%)
3,344 SF
(12.99%)
INTERIOR PARKING LOT SHADE TREES
12
(1 PER 10
SPACES)
12
TOWNHOUSE LANDSCAPING
TOTAL TOWNHOUSES PROPOSED 81
REQUIRED PROVIDED
ORNAMENTAL TREES
32
(2 PER 5
TOWNHOUSES)
32
SHRUBS
97
(6 PER 5
TOWNHOUSES)
97
PROP. LANDSCAPE ESMT
PLANTING AREA
LANDSCAPE EASEMENT SCREENING
AREA 6
BUFFER WIDTH 10 LF
TOTAL BUFFER LENGTH 485
REQUIRED PROVIDED
EVERGREEN TREES 48
(1 PER 10 LF)
48
(1 PER 10 LF)
AREA 7
BUFFER WIDTH 10 LF
TOTAL BUFFER LENGTH 107
REQUIRED PROVIDED
EVERGREEN TREES 11
(1 PER 10 LF)
11
(1 PER 10 LF)
AREA 8
BUFFER WIDTH 10 LF
TOTAL BUFFER LENGTH 792
REQUIRED PROVIDED
EVERGREEN TREES 79
(1 PER 10 LF)
79
(1 PER 10 LF)
AREA 3
BUFFER TYPE TYPE A, NO SCREEN
BUFFER WIDTH 100 LF (25' ACTIVE, 75' INACTIVE)
TOTAL BUFFER LENGTH 65 LF
REQUIRED PROVIDED
PLANTS 0
NO SCREEN
0
NO SCREEN
654
656
660
656
658662BIO-RET B
Catch Basin 4
OPEN SPACE 1
15.4709 AC.
2.1
CB3
19.2 66266
4
666656
BIO-RET A
8,001 SF8,000 SF8,000 SF8,000 SF
OPEN SPACE 1
15.4709 AC.
CG-12C
CG-12B
4.1
CB4
67223.1
670672100' SETBACK120.20'
5' CONC SW
L
K
CG-12C
21.5
22.1
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS7100.dwg PLOTTED: 7/14/2022 2:09 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS7100 BYNO.DATEREVISIONSDHOLC20001
AS NOTED
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF74 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493 07-14-2022
DAVID L. FRANK
Lic. No.1061NORTH
Bio-Retention Basin B Plan View
Scale: 1" = 30'
Bio-Retention Basin A Plan View
Scale: 1" = 30'NORTH DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601LANDSCAPE BIO-RETENTION PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTBIORETENTION A
TOTAL AREA OF BIORETENTION 3,915 SF
SHRUBS PROVIDED (30" HIGH, 10' O.C.)17
HERBACEOUS/PERENNIALS PROVIDED
(1 GAL. CONT. SPACING VARIES)488
BIO-RETENTION CALCULATIONS:
PLANTING TEMPLATE: PERENNIAL GARDEN WITH SHRUBS
BIORETENTION B
TOTAL AREA OF BIORETENTION 3,370 SF
SHRUBS PROVIDED (30" HIGH, 10' O.C.)7
HERBACEOUS/PERENNIALS PROVIDED
(1 GAL. CONT. SPACING VARIES)190
BIORETENTION PLANT LIST
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY
SHRUBS
CS CORNUS SERICEA RED TWIG DOGWOOD 30" HT. MIN.AS SHOWN 12
IV ILEX VERTICILATA WINTERBERRY 30" HT. MIN.AS SHOWN 11
IH ITEA VIRGINICA 'HENRY'S GARNET'
HENRY'S GARNET VIRGINIA
SWEETSPIRE 30" HT. MIN AS SHOWN 13
HERBACEOUS/PERENNIALS
CP CALTHA PALUSTRIS MARSH MARIGOLD 1 GAL. CONT.18" O.C.154
CE CAREX ELATA 'AUREA'BOWLES GOLDEN SEDGE 1 GAL. CONT.24" O.C. 148
CT CAREX STRICTA TUSSOCK SEDGE 1 GAL. CONT.18" O.C. 148
EP EUPATORIUM PURPUREA JOE PYE WEED 1 GAL. CONT.24" O.C. 161
IR IRIS VERSICOLOR BLUE FLAG IRIS 1 GAL. CONT.24" O.C.153
LC LOBELIA CARDINALIS CARDINAL FLOWER 1 GAL. CONT.24" O.C.169
BIORETENTION C
TOTAL AREA OF BIORETENTION 896 SF
SHRUBS PROVIDED (30" HIGH, 10' O.C.)6
HERBACEOUS/PERENNIALS PROVIDED
(1 GAL. CONT. SPACING VARIES)97
BIORETENTION D
TOTAL AREA OF BIORETENTION 1,786 SF
SHRUBS PROVIDED (30" HIGH, 10' O.C.)6
HERBACEOUS/PERENNIALS PROVIDED
(1 GAL. CONT. SPACING VARIES)158
Bio-Retention Basin C Plan View
Scale: 1" = 20'
Bio-Retention Basin D Plan View
Scale: 1" = 20'NORTHNORTH
TOWNHOUSE TOWNHOUSE
ROAD
S/WDRIVEWAY DRIVEWAY(2) PROP. SHRUBS
5' O.C.PROP. TREE
NOTE: CONTRACTOR SHALL SELECT PLANTS FROM TOWNHOUSE
LOT PLANT LIST (THIS SHEET) AND INSTALL PER THIS DETAIL.
THERE SHALL BE AN EVEN DISTRIBUTION OF TOWNHOUSES WITH
ORNAMENTAL TREES VS. TOWNHOUSES WITH SHRUBS.U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS7500.dwg PLOTTED: 7/14/2022 2:09 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS7500 BYNO.DATEREVISIONSDHOLC20001
1" = 80'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF75 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORKPENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493APPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601LANDSCAPE NOTES AND DETAILSWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICTGENERAL CONDITIONS:
SCOPE OF WORK
THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS SHOWN
ON THE PLANS AND SPECIFICATIONS.
NOTE: IF THE CONTRACTOR BIDS ACCORDING TO THE PLANT LIST, HE/SHE SHOULD THOROUGHLY CHECK THE PLANT LIST QUANTITIES WITH
THE SYMBOLS DRAWN ON THE PLAN, TOP BE SURE THERE ARE NO DISCREPANCIES. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING
AND THE LIST ON THE PLANS, THE DRAWING TAKES PRECEDENCE.
STANDARDS
A. ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT ISSUE OF THE AMERICAN STANDARD FOR NURSERY STOCK PUBLISHED BY THE
AMERICAN NURSERY & LANDSCAPE ASSOCIATION (ANLA).
B. PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS.
C. COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE.
D. NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.H. BAILEY.
SUBSTITUTIONS: PRE-BID
IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE MATERIAL SPECIFIED BY THE
ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION.
THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN DISEASES OR INSECT RESISTANT SPECIES
THAT CAN BE SUBSTITUTED FOR A SELECTED PEST-PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUS PRICE
CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS.
SUBSTITUTIONS: POST-BID
IT IS THE INTENT TO ELIMINATE POST-BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOME
UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE.
UTILITIES AND UNDERGROUND FEATURES
THE LANDSCAPE CONTRACT SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR IN ADVANCE OF CONSTRUCTION TO
LOCATE UTILITIES.
A. IF THERE IS A CONFLICT WITH THE UTILITIES AND THE PLANTING, THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR
RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE
OWNER.
DRAINAGE
IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR THAT
CONDITION, THE LANDSCAPE CONTRACTOR SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE
CORRECTION AT A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO ACCOMMODATE THE POOR
DRAINAGE SITUATION.
WARRANTY
A. THE STANDARD WARRANTY IS FOR A ONE (1) YEAR PERIOD, EXCLUDING BULBS, SOD AND ANNUALS, COMMENCING ON THE
DATE OF INITIAL ACCEPTANCE. AL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE
PERIOD.
B. BALLED AND BURLAPPED (B&B).
1. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO
EXCESS SOIL ON TOP OF THE ROOT BALL OR AROUND THE TRUNK.
2. BALL SIZE SHALL BE IN ACCORDANCE WITH ANLA STANDARDS.
3. CALIPER AND HEIGHT MEASUREMENTS: IN SIZE GRADING B&B SINGLE-TRUNK TREES, CALIPER SHALL TAKE PRECEDENCE
OVER HEIGHT. CALIPER OF THE TRUNK SHALL BE TAKEN 6" ABOVE THE GROUND LEVEL (UP TO INCLUDING 4" CALIPER
SIZE) AND 12" ABOVE THE GROUND LEVEL OF LARGER TREES. FOR MULTIPLE-TRUNK TRESS, HEIGHT MEASUREMENT
SHALL TAKE PRECEDENCE OVER CALIPER.
C. CONTAINER-GROWN STOCK
1. THE SIZE OF CONTAINER-GROWN SHRUBS IS MEASURED BY HEIGHT AND WIDTH OF PLANT. CONTAINER-GROWN TREES ARE
MEASURED BY THE SAME STANDARDS LISTED IN B.3 ABOVE. THE ROOT SYSTEM OF CONTAINER-GROWN PLANTS SHALL
BE WELL-DEVELOPED AND WELL- DISTRIBUTED THROUGHOUT THE CONTAINER.
2. ALL CONTAINER-GROWN TREES AND SHRUBS THAT HAVE CIRCLING AND MATTED ROOTS SHALL BE TREATED IN THE
FOLLOWING
MANNER PRIOR TO PLANTING: USING A KNIFE OR SHARP BLADE, MAKE 4-5 CUTS, 1" DEEP, THE LENGTH OF THE ROOT
BALL, TO CUT ALL CIRCLING ROOTS. SEE PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS IN THIS
SECTION.
3. ALL CONTAINER-GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE LANDSCAPE,
THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE INCH OF RAINFALL PER WEEK.
A. PRUNING SHALL BE DONE BEFORE PLANTING OR DURING THE PLANTING OPERATION. PRUNING DETAIL FOR TREES IN THIS SECTION.
B. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED TO KEEP MATERIAL FROM DRYING OUT. THE COVERING SHALL COMPLY WITH
STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS.
C. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH AND KEPT MOIST. TREES AND
SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24 HOURS WITHOUT ADEQUATE WATER TO INSURE ROOTS
SURVIVAL.
INSPECTION
A. PLANTS MAY BE SUBJECT TO INSPECTION AND APPROVAL BY THE OWNER OR OWNER'S REPRESENTATIVE AT THE PLACE OF GROWTH
OR HOLDING YARD FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY.
B. PLANTS DAMAGED IN HANDLING OR TRANSPORTATION CAN BE REJECTED BY THE OWNER OR OWNER'S REPRESENTATIVE.
C. STATE NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE LANDSCAPE ARCHITECT UPON REQUEST.
PLANTING PROCEDURES FOR ALL CONTAINER-GROWN TREES & SHRUBS
A. REMOVE THE PLANT EITHER BY CUTTING OR INVERTING THE CONTAINER.
B. FOR UNTREATED PLASTIC CONTAINER GROWN PLANTS WITH CIRCLING ROOTS, USE A SHARP KNIFE TO MAKE 1" CUTS THE LENGTH
OF THE ROOTBALL.
C. PLANT SHRUB TO TREE A MINIMUM OF 1/8 OF THE HEIGHT OF THE ROOTBALL ABOVE EXISTING GRADE.
D. APPLY A 2 TO 3" THICK LAYER OF APPROVED MULCH. KEEP MULCH 6" AWAY FROM THE TRUNK OF ALL TREES AND SHRUBS.
E. PLANTS GROWN IN ROOT CONTAINMENT BAGS MUST HAVE THE BAGS REMOVED DURING THE PLANTING OPERATION. NO
ADDITIONAL SLASHING OF THE ROOTBALL IS NECESSARY.
MAINTENANCE OF LANDSCAPING NOTES:
1. ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER.
2. REASONABLE PROVISIONS SHALL BE MADE FOR PROTECTION FROM VEHICLES, PEDESTRIANS, OR SHOPPING CARTS.
3. DEAD OR DYING VEGETATION SHALL BE REPLACED AT DIRECTION OF ADMINISTRATOR.
4. SHRUBS SHALL BE REPLACED AT A SIZE CONSISTENT WITH THAT OF EXPECTED FOR SPECIES AND TIME SINCE INSTALLATION.
5. TREES SHALL BE REPLACED AT A SIZE OF 0.5" CALIPER ABOVE 2" FOR EVERY YEAR SINCE INSTALLATION UP TO 5" CALIPER.
1. NO TREES OR SHRUBS SHALL BE PLACED ON FREDERICK WATER EASEMENTS.
2. ALL LANDSCAPING SHALL COMPLY WITH SECTION§165-203.01 LANDSCAPING REQUIREMENTS OF THE FREDERICK COUNTY ZONING
ORDINANCE.
3. OWNER WILL ACCEPT FOR REVIEW, SUBSTITUTIONS FOR ALL LANDSCAPING PROVIDED THEY SATISFY APPLICABLE REGULATIONS.
SHRUB PLANTING
NOT TO SCALE
3x DIAMETER OF ROOT BALLOR CONTAINER SIZE
2" OF MULCH
CREATE A SAUCER SHAPE
WITH MULCH TO HOLD WATER
SLOPE SIDES OF PLANTING HOLE
REMOVE BURLAP OR WIRE
BASKET FROM TOP
1/3 OF ROOT BALL
TAMP SOIL AROUND ROOT BALLBASE FIRMLY TO PREVENT
ROOT BALL FROM SHIFTING
PRUNE ONLY DAMAGED
OR DEAD BRANCHES
TREE PLANTING
NOT TO SCALE
3x DIAMETER OF ROOT BALL
SET TRUNK PLUMB L
DO NOT MULCH WITHIN
6" OF TRUNK
3" OF MULCH
SLOPE SIDES OF PLANTING HOLE
REMOVE BURLAP OR WIREBASKET FROM TOP
1/3 OF ROOT BALL
TAMP SOIL AROUND ROOT BALL
BASE FIRMLY WITH FOOT PRESSURETO PREVENT ROOT BALL FROM
SHIFTING
SECURE GUYS WITH RUBBER
HOSE TO TRUNK
PRUNE ONLY DAMAGED
OR DEAD BRANCHES
*(2) 2"x2" WOOD STAKES
SET AT 180° (ALT: STEEL
FENCE POSTS)
C
NOTES:
1.*STAKE ONLY TO PREVENT
WIND TIP OR WHEN PLANTING
ON STEEP SLOPES
2. REMOVE ALL TAGS AND
ROPES FROM BRANCHES AND
ROOT BALL.
PITCH FROM C OF PLANTING AREA
TYPICAL MULCH EDGING DETAIL4" MIN.MULCH LAYER
TOPSOIL
L
PROVIDE EDGE WITH CLEAN, CRISP SEPARATIONBETWEEN MULCHED BED AND ADJACENT SURFACECONDITIONS
CUT EDGE MINIMUM 4"
BELOW GRADE TO RECEIVEMULCH
TURF, SIDEWALK, OR CURB 2" MIN. MULCH LAYER
NOT TO SCALE
EVERGREEN TREE PLANTING
NOT TO SCALE
3x DIAMETER OF ROOT BALL
SET TRUNK PLUMB
L
DRIVE STAKES AT ANANGLE INSIDE OF SAUCER
DO NOT MULCH WITHIN
6" OF TRUNK
3" OF MULCH
CREATE A SAUCER SHAPEWITH MULCH TO HOLD WATER
SLOPE SIDES OF PLANTING HOLE
REMOVE BURLAP OR WIRE
BASKET FROM TOP1/3 OF ROOT BALL
TAMP SOIL AROUND ROOT BALLBASE FIRMLY WITH FOOT PRESSURE
TO PREVENT ROOT BALL FROMSHIFTING
PRUNE ONLY DAMAGED
OR DEAD BRANCHES
C
LANDSCAPE BUFFER PLANT LIST
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY
AREA 1
QUANTITY
AREA 2
QUANTITY
AREA 3
QUANTITY
AREA 4
QUANTITY
AREA 5
QUANTITY
TOTAL
TREES
AS ACER SACCHARUM SUGAR MAPLE 1 1/4" CAL. MIN.PER
DETAIL 3 16 -5 2 26
AA AMELANCHIER ARBOREA DOWNY SERVICEBERRY 1 1/4" CAL. MIN.PER
DETAIL 3 16 -5 3 27
BN BETULA NIGRA 'HERITAGE'HERITAGE RIVER BIRCH 1 1/4" CAL. MIN.PER
DETAIL 3 17 -6 3 29
CC CERCIS CANADENSIS EASTERN REDBUD 1 1/4" CAL. MIN.PER
DETAIL 2 17 -6 2 27
QA QUERCUS ACUTISSIMA SAWTOOTH OAK 1 1/4" CAL. MIN.PER
DETAIL 3 17 -5 2 27
EVERGREEN TREES
PA PICEA ABIES NORWAY SPRUCE 4' HT. MIN.PER
DETAIL 5 28 -9 4 46
PS PINUS STROBUS EASTERN WHITE PINE 4' HT. MIN.PER
DETAIL 5 27 -9 4 45
TS THUJA STANDISHII X PLICATA 'GREEN
GIANT'GREEN GIANT ARBORVITAE 4' HT. MIN.PER
DETAIL 4 28 -9 4 26
SHRUBS
AG ABELIA X GRANDIFLORA GLOSSY ABELIA 18" HT. MIN.PER
DETAIL 4 21 -6 3 34
IG ILEX GLABRA 'SHAMROCK'SHAMROCK INKBERRY 18" HT. MIN.PER
DETAIL 3 21 -7 3 34
JV JUNIPERUS VIRGINIANA 'HETZII'HETZ JUNIPER 18" HT. MIN.PER
DETAIL 3 21 -7 3 34
VR VIBURNUM RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 18" HT. MIN.PER
DETAIL 3 21 -6 3 33
NOTE: PLANTS SHALL BE INSTALLED PER BUFFER DETAIL, THIS SHEET AND PLANT TYPES SHALL BE DISTRIBUTED EVENLY
THROUGHOUT THE LENGTH OF BUFFER.
STREET TREE PLANT LIST
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY
TREES
CB CARPINUS BETULUS EUROPEAN HORNBEAM 2 1/2" CAL. MIN. AS SHOWN 55
GT GLEDITSIA TRIACANTHOS INERMIS
'SHADEMASTER'
SHADEMASTER THORNLESS
HONEYLOCUST 2 1/2" CAL. MIN.AS SHOWN 23
MP MALUS X 'PRAIRIFIRE'PRAIRIFIRE CRABAPPLE 2 1/2" CAL. MIN.AS SHOWN 29
TC TILIA CORDATA 'GREENSPIRE'GREENSPIRE LITTLELEAF LINDEN 2 1/2" CAL. MIN.AS SHOWN 41
PARKING LOT PLANT LIST
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY
TREES
AR ACER RUBRUM 'OCTOBER GLORY' OCTOBER GLORY RED MAPLE 1 1/4" CAL. MIN.AS SHOWN 7
ZS ZELKOVA SERRATA ' GREEN VASE'
GREEN VASE JAPANESE
ZELKOVA 1 1/4" CAL. MIN.AS SHOWN 19
SHRUBS
BM BUXUS MICROPHYLLA VAR. KOREANA
'WINTERGREEN'
WINTERGREEN KOREAN
BOXWOOD
3 GAL. CONT. MIN./
36" HT. MIN.4' O.C.32
IM*ILEX X MESERVEAE 'BLUE PRINCE' AND
'BLUE PRINCESS'
BLUE PRINCE AND BLUE
PRINCESS HOLLY
3 GAL. CONT. MIN./
36" HT. MIN.4' O.C.41
* NOTE: PLANTS SHALL BE INSTALLED AT A RATE OF 1 MALE PER 7 FEMALES.
TOWHNOUSE LOT PLANT LIST
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY
TREES
AP ACER PALMATUM JAPANESE MAPLE 1 1/4" CAL. MIN.PER
DETAIL 11
CF CORNUS FLORIDA 'CHEROKEE CHIEF' CHEROKEE CHIEF DOGWOOD 1 1/4" CAL. MIN.PER
DETAIL 11
PS PRUNUS SERRULATA 'KWANZAN'KWANZAN CHERRY 1 1/4" CAL. MIN.PER
DETAIL 10
SHRUBS
IC ILEX CRENATA 'COMPACTA'COMPACT JAPANESE HOLLY 18" HT. MIN PER
DETAIL 24
ND NANDINA DOMESTICA 'GULFSTREAM'
GULFSTREAM HEAVENLY
BAMBOO 18" HT. MIN.PER
DETAIL 24
PJ PIERIS JAPONICA 'MOUNTAIN FIRE'MOUNTAIN FIRE JAPANESE
PIERIS 18" HT. MIN.PER
DETAIL 24
VD VIBURNUM DENTATUM ARROWWOOD VIBURNUM 18" HT. MIN.PER
DETAIL 25
ADDITIONAL LANDSCAPING NOTES:
LANDSCAPE EASEMENT SCREENING PLANT LIST
SYMBOL BOTANICAL NAME COMMON NAME SIZE SPACING QUANTITY
AREA 6
QUANTITY
AREA 7
QUANTITY
AREA 8
QUANTITY
TOTAL
EVERGREEN TREES
CJ CRYPTOMERIA JAPONICA JAPANESE CRYPTOMERIA 4' HT. MIN.PER
DETAIL 12 3 20 35
IN ILEX NELLIE R STEVENS NELLIE R STEVENS HOLLY 4' HT. MIN.PER
DETAIL 12 3 20 35
PS PINUS STROBUS EASTERN WHITE PINE 4' HT. MIN.PER
DETAIL 12 3 19 34
TS THUJA STANDISHII X PLICATA 'GREEN
GIANT'GREEN GIANT ARBORVITAE 4' HT. MIN.PER
DETAIL 12 2 20 34
NOTE: PLANTS SHALL BE INSTALLED PER LANDSCAPE SCREEN DETAIL, THIS SHEET AND PLANT TYPES SHALL BE DISTRIBUTED
EVENLY THROUGHOUT THE LENGTH OF THE LENGTH OF THE LANDSCAPE SCREEN.
TYPE - A
RESIDENTIAL SEPARATION BUFFERS
NO SCALE
TYPE - C
RESIDENTIAL SEPARATION BUFFERS
NO SCALE
TYPICAL TOWNHOUSE PLANTING DETAIL
NO SCALE
LANDSCAPE EASEMENT SCREEN
NO SCALE
OR PERENNIAL PLANTING DETAILGROUNDCOVER, ORNAMENTAL GRASS
PLAN VIEW
"D"
"D"
"D"
SCHEDULE
VARIES
SEE PLAN
PLANTING SECTION
FARMINGTON BLVD.
55' ROW - 25 MPH
GABRIEL CT.55' ROW - 25 MPHMAURY WAY (PRIVATE)
31' ACCESS ESMT.
HARDY WAY (PRIVATE)
31' ACCESS ESMT.WERTLAND PL. (PRIVATE)31' ACCESS ESMT.AGE RESTRICTED
APARTMENTS NORTH
4-STORY - 24 UNIT
HEIGHT = 48.26'
10,490 SF GFA /41,960 SF TO
T
A
L
FFE=672.69
AGE RESTRICTE
D
APARTMENTS S
O
U
T
H
4-STORY - 24 UN
I
T
HEIGHT = 48.26'
10,490 SF GFA/4
1
,
9
6
0
S
F
T
O
T
A
L
FFE=673.07
1150'ACCESS ESMT.6 ACRE
PARKLAND AREA
(PROFFER)0+001+001+98Ex. Lot 119
Ex. Lot 117
Ex. Lot 118
Ex. Lot 13
Ex. Lot 12
Ex. Lot 11
OUTLOT A
Ex. Lot 14
Ex. Lot 24
Ex. Lot 25
2
3 4 5
6 7
8 9
Ex. Lot 204Ex. Lot 199Ex. Lot 198Ex. Lot 197Ex. Lot 196Ex. Lot 195Ex. Lot 194
Ex. Lot 193
Ex. Lot 192
Ex. Lot 191
Ex. Lot 203
1
Ex. Lot 120
PIN 55-A-202CHARLES D. LLOYDINST. 100001953PIN 55-A-203CHARLES D. LLOYDDB 820 PG 345
PIN 65-A-21ROCKY J. RHODESINST. 060023931
PIN 65-A-22GEORGE T. DAMKODB 505 PG 845
PIN 65-A-23RUSSELL W.MORELANDDB 344 PG 311
Ex. Lot 14
Ex. Lot 15
Ex. Lot 18
Ex. Lot 19
Ex. Lot 20
Ex. Lot 21
Ex. Lot 22
Ex. Lot 23
Ex. Lot 24
Ex. Lot 16
PIN 55J-1-9-204ABRIARWOOD ESTATES H.O.A.INST. 040013356
OPEN SPACE
Ex. Lot 13
LYNNEHAVEN - SEC. 1INST. 030007982
LYNNEHAVENSEC. 2 / PH. 1AINST. 040010667
PATTON SUBDI
V
I
S
I
O
N
DB 218 PG 370
WETLANDSCHANNEL243 LF
24" PEP NESCLIFFE CT.50' R/WFARMINGTON BLVD.
50' R/WLADYSLIPPER DR.54' R/WARDEYTH LN.54' R/WEX. 30" P
E
P
DRAINAGE ESMT.INST. NO. 040010667
EX.
24
"
RCP
EX. 15" P
E
P
EX. 18" PEPEX. 18" PEP20' WIDE DRAINAGE ESMT.INST. NO. 050028042
20' WIDE DRAINAGE ESMT.INST. NO. 050028042
15" PEP18" PEP
EX. SAN. SEWER
EX. W/L(TYP.)
EX. W/L (TYP.)EX. GASLINE (TYP.)
EX. SAN.SEW. (TYP.)
EX. SAN. SEWER
EX. SAN. SEWER
EX. W/L
T.M. 64-8-9TIRRENIA,LLCDB 838 PG 1360INST. NO. 15000586ZONE: B2USE: COMMERCIAL
ORRICK COMMONSSUBDIVISION LOT 5
20' FCSA SA
N.
E
S
M
T.
INST. NO. 0
8
0
0
0
6
2
8
6
50' ACCESS
E
S
M
T
.INST. NO. 080
0
0
6
2
8
6
20' FCSA W/L
E
S
M
T
.INST. NO. 080
0
0
6
2
8
6
Ex. Lot 26
Ex. Lot 27
EX. W/L (TYP.)
ORRICK COMMONSSUBDIVISION LOT 6ARDEYTH LN.54' R/WSTEEPLECHASE SUBDIVISIONINST. 050028042
STEEPLECHASE SUBDIVISIONINST. 050028042
Ex. Lot 12Ex. Lot 11
Ex. Lot 17
C A
C
D
A
D
DC
C
D
D
D
C
A
A
D C
A
D C
A
C D
A
C D
A
D
D
C
NO PARKING / FIRE LANE MARKINGS
FH LOCATION SIGN TYPE
NO PARKING (BOTH SIDES)
PARKING (BOTH SIDES)
LEGEND
X
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS8000.dwg PLOTTED: 7/14/2022 2:10 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS8000 BYNO.DATEREVISIONSDHOLC20001
1" = 80'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF76 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 80'160'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601LIFE SAFETY PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
TYPE "C" SEPARATION BUFFER100' - LANDSCAPE SCREENTYPE "C" SEPARATION BUFFER100' - LANDSCAPE SCREENTYPE "A" SEPARATION
B
U
F
F
E
R
50' - LANDSCAPE SCR
E
E
N
TYPE "A" SEPARATION
B
U
F
F
E
R
25' - FULL SCREEN
TYPE "C" SEPAR
A
T
I
O
N
B
U
F
F
E
R
100' - LANDSCA
P
E
S
C
R
E
E
N
LOT 1
10,319 SF
LOT 2
8,350 SF
LOT 3
8,348 SF
LOT 4
8,346 SF
LOT 5
8,344 SF
LOT 6
8,343 SF
LOT 7
10,741 SF
LOT 8
10,740 SF
LOT 10
10,874 SF
LOT 11
10,778 SF
LOT 12
9,920 SF
LOT 13
8,918 SF
LOT 14
8,000 SF
LOT 9
10,739 SF
LOT 15
8,423 SFLOT 16
8,425 SF
LOT 17
8,107 SF
LOT 18
8,615 SFLOT 19
8,609 SFLOT 20
8,427 SF
LOT 21
8,001 SF
LOT 22
8,000 SF
LOT 23
8,000 SF
LOT 24
8,000 SF
LOT 25
12,523 SF
LOT 26
8,816 SF
LOT 28
10,176 SF
LOT 29
8,002 SF
LOT 30
8,003 SF
LOT 31
8,004 SF
LOT 40
8,053 SF
LOT 32
8,005 SF
LOT 33
8,007 SF
LOT 34
8,008 SF
LOT 35
8,009 SF
LOT 36
8,010 SF
LOT 37
8,000 SF
LOT 38
8,000 SF
LOT 39
8,000 SF
LOT 167
2,556 SF
LOT 166
2,556 SF
LOT 165
3,621 SF
LOT 168
2,556 SF
LOT 169
2,556 SF
LOT 170
3,621 SF
LOT 1302,556 SFLOT 1312,556 SFLOT 1323,621 SFLOT 1292,556 SFLOT 1282,556 SFLOT 1272,556 SFLOT 1262,556 SFLOT 1253,621 SFLOT 1352,556 SFLOT 1342,556 SFLOT 1333,621 SFLOT 1362,556 SFLOT 1372,556 SFLOT 1382,556 SFLOT 1392,556 SFLOT 1403,621 SFLOT 1622,556 SFLOT 1632,556 SFLOT 1643,621 SFLOT 1612,556 SFLOT 1602,556 SFLOT 1592,556 SFLOT 1582,556 SFLOT 1573,621 SFLOT 1112,556 SFLOT 1102,556 SFLOT 1093,621 SFLOT 1122,556 SFLOT 1132,556 SFLOT 1142,556 SFLOT 1152,556 SFLOT 1163,621 SFLOT 1222,556 SFLOT 1232,556 SFLOT 1243,621 SFLOT 1212,556 SFLOT 1202,556 SFLOT 1192,556 SFLOT 1182,556 SFLOT 1173,621 SFLOT 1432,556 SFLOT 1422,556 SFLOT 1413,621 SFLOT 1442,556 SFLOT 1452,556 SFLOT 1462,556 SFLOT 1472,556 SFLOT 1483,621 SFLOT 1542,556 SFLOT 1552,556 SFLOT 1563,621 SFLOT 1532,556 SFLOT 1522,556 SFLOT 1512,556 SFLOT 1502,556 SFLOT 1493,621 SFLOT 1032,556 SFLOT 1022,556 SFLOT 1013,621 SFLOT 1042,556 SFLOT 1052,556 SFLOT 1062,556 SFLOT 1072,556 SFLOT 1083,621 SFLOT 173
2,556 SF
LOT 172
2,556 SF
LOT 171
3,621 SF
LOT 174
2,556 SF
LOT 175
2,556 SF
LOT 176
3,621 SF
LOT 179
2,556 SF
LOT 178
2,556 SF
LOT 177
3,621 SF
LOT 180
2,556 SF
LOT 181
3,621 SF
FARMINGTON BLVD.
55' ROW - 25 MPH
GABRIEL CT.55' ROW - 25 MPHMAURY WAY (PRIVATE)
31' ACCESS ESMT.
HARDY WAY (PRIVATE)
31' ACCESS ESMT.WERTLAND PL. (PRIVATE)31' ACCESS ESMT.OPEN SPACE 2
1.5522 AC.
OPEN SPACE 3
0.3772 AC.
AGE RESTRICTED
APARTMENTS NORTH
4-STORY - 24 UNIT
HEIGHT = 48.26'
10,490 SF GFA /41,960 SF TOT
A
L
FFE=672.69
AGE RESTRICTE
D
APARTMENTS S
O
U
T
H
4-STORY - 24 UN
I
T
HEIGHT = 48.26'
10,490 SF GFA/4
1
,
9
6
0
S
F
T
O
T
A
L
FFE=673.07
11 25' ACTIVE25' ACTIVE 25' ACTIVE20' ACTIVE
TYPE "A" SEPARATION
B
U
F
F
E
R
100' - NO SCREEN4+07 UNWRAP0+58 UNWRAP1+002+00 3+0025' ACTIVE
50'ACCESS ESMT.OPEN SPACE 1
15.4709 AC.
OPEN SPACE 1
15.4709 AC.
OPEN SPACE 1
15.4709 AC.
LOT 27
9,004 SF
TYPE "C" SEP
A
R
A
T
I
O
N
B
U
F
F
E
R
200' - NO SCR
E
E
N
R
E
Q
.50' ACTIVE150' INACTIVEEx. Lot 119
Ex. Lot 117
Ex. Lot 118
Ex. Lot 13
Ex. Lot 12
Ex. Lot 11
OUTLOT A
Ex. Lot 14
Ex. Lot 24
Ex. Lot 25
2
3 4 5
6 7
8 9
Ex. Lot 204Ex. Lot 199Ex. Lot 198Ex. Lot 197Ex. Lot 196Ex. Lot 195Ex. Lot 194
Ex. Lot 193
Ex. Lot 192
Ex. Lot 203
1 PIN 55-A-202CHARLES D. LLOYDINST. 100001953PIN 55-A-203CHARLES D. LLOYDDB 820 PG 345
PIN 65-A-21ROCKY J. RHODESINST. 060023931
PIN 65-A-22GEORGE T. DAMKODB 505 PG 845
PIN 65-A-23RUSSELL W.MORELANDDB 344 PG 311
Ex. Lot 14
Ex. Lot 15
Ex. Lot 18
Ex. Lot 19
Ex. Lot 20
Ex. Lot 21
Ex. Lot 22
Ex. Lot 23
Ex. Lot 24
Ex. Lot 16
L1
BRIARWOOD ESTATES H.O.A.INST. 040013356
4
OPEN SPACE
Ex. Lot 13
LYNNEHAVEN - SEC. 1INST. 030007982
LYNNEHAVENSEC. 2 / PH. 1AINST. 040010667
PATTON SUBDI
V
I
S
I
O
N
DB 218 PG 370
WETLANDSCHANNEL243 LF
24" PEP NESCLIFFE CT.50' R/WFARMINGTON BLVD.
50' R/WLADYSLIPPER DR.54' R/WARDEYTH LN.54' R/WEX. 30" PE
P
DRAINAGE ESMT.INST. NO. 040010667
EX.
24
"
RCP
EX. 15" PE
P
EX. 18" PEP
20' WIDE DRAINAGE ESMT.15" PEP18" PEP
EX. SAN. SEWER
EX. W/L(TYP.)
EX. W/L (TYP.)EX. GASLINE (TYP.)
EX. SAN.SEW. (TYP.)
EX. SAN. SEWER
EX. W/L
T.M. 64-8-9TIRRENIA,LLCDB 838 PG 1360INST. NO. 15000586ZONE: B2USE: COMMERCIAL
ORRICK COMMONSSUBDIVISION LOT 5
20' FCSA SA
N.
E
S
M
T.
INST. NO. 08
0
0
0
6
2
8
6
50' ACCESS
E
S
M
T
.INST. NO. 080
0
0
6
2
8
6
20' FCSA W/L
E
S
M
T
.INST. NO. 080
0
0
6
2
8
6
EX WATER ME
T
E
R
(
G
I
S
)
Ex. Lot 26
Ex. Lot 27
EX. W/L (TYP.)
ORRICK COMMONSSUBDIVISION LOT 6ARDEYTH LN.54' R/WSTEEPLECHASE SUBDIVISIONINST. 050028042
STEEPLECHASE SUBDIVISIONINST. 050028042
Ex. Lot 12Ex. Lot 11
Ex. Lot 17
U:\Accounts\DHOLC\DHOLC20001 - Holliday - Orrick\DESIGN\_SHEETS\SDP\CS8100.dwg PLOTTED: 7/14/2022 2:10 PM, BY: Christopher Mulholland PLOTSTYLE: Pennoni NCS.stb PROJECT STATUS: CONSTRUCTION PLANSCS8100 BYNO.DATEREVISIONSDHOLC20001
1" = 80'
CJM
2021-03-19
DLF
SHEET
APPROVED BY
OF77 79
DRAWN BY
DRAWING SCALE
DATE
PROJECT
ALL DOCUMENTS PREPARED BY PENNONI ASSOCIATES
ARE INSTRUMENTS OF SERVICE IN RESPECT OF THE
PROJECT. THEY ARE NOT INTENDED OR REPRESENTED
TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON
THE EXTENSIONS OF THE PROJECT OR ON ANY OTHER
PROJECT. ANY REUSE WITHOUT WRITTEN VERIFICATION
OR ADAPTATION BY PENNONI ASSOCIATES FOR THE
SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS
SOLE RISK AND WITHOUT LIABILITY OR LEGAL
EXPOSURE TO PENNONI ASSOCIATES; AND OWNER
SHALL INDEMNIFY AND HOLD HARMLESS PENNONI
ASSOCIATES FROM ALL CLAIMS, DAMAGES, LOSSES AND
EXPENSES ARISING OUT OF OR RESULTING THEREFROM.ALL DIMENSIONS MUST BE VERIFIED BY CONTRACTORAND OWNER MUST BE NOTIFIED OF ANYDISCREPANCIES BEFORE PROCEEDING WITH WORK00 80'160'PENNONI ASSOCIATES INC.117 East Piccadilly StreetWinchester, VA 22601T 540.667.2139F 540.665.0493NORTHAPPROVED PERMIT DRAWINGS
07-14-2022
DAVID L. FRANK
Lic. No.1061
DAVE HOLLIDAY CONSTRUCTION, INC.420 WEST JUBAL EARLY DRIVE | WINCHESTER, VIRGINIA 22601LIGHTING PLANWINCHESTER LANDINGSUBDIVISION DESIGN & SITE PLANPROJECT ADDRESS 1 | PROJECT ADDRESS 2RED BUD MAGISTERIAL DISTRICT
LIGHT POLE FOUNDATION DETAIL
NOT TO SCALE
3'-0"6"4'-6"NOTE:
1'-8"