HomeMy WebLinkAbout31-10 Regency Lake Sect 5 - Pavilion & Volleyball - Stonewall - Backfile (2)I 1 u ■ 1
CONSTRUCTION NOTES
GENERAL.
1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION
FOR THE COMPLETED INSTALLATION OF THE UTILITY SYSTEMS AND ALL OTHER IMPROVEMENTS SHOWN OR IMPLIED AS
NECESSARY 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
TRANSPORTATION, VIRGINIA DEPARTMENT OF HEALTH, AND THE CONTRACT DOCUMENTS.
2. THE ENGINEER HAS NOT ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES, THEREFORE 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 UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL "MISS
UTILITY 1-800-552-7001.
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. THE ENGINEER WILL APPROVE ALL
CUT SHEETS.
4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE IMMEDIATELY BROUGHT
TO THE ATTENTION OF THE ENGINEER AND/SIR THE OWNER.
5. CONTRACTOR TO OBTAIN, AT HIS EXPENSE, ALL PERMITS REQUIRED OF THIS WORK AND SHALL FAITHFULLY ADHERE TO THE
PERMIT CONDITIONS IMPOSED.
6. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITE IS THE
CONTRACTORS RESPONSIBILITY.
7. CUTSHEETS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING STRUCTURES AND START OF
CONSTRUCTION. ALL CUTSHEETS SHOULD SHOW EXISTING GROUND ELEVATIONS AT CENTERLINE OF UTILITY, STRUCTURE OR
ROAD, AND OFFSET HUB ELEVATION.
FIRE AND RESCUE
BURNING OF CONSTRUCTION DEBRIS ON SITE IS
A PERMIT FROM THE FIRE MARSHAL. B G
1. BURNING OF LAND CLEARING DEBRIS REWIRES
PROHIBITED.
2. ACCESS FOR EMERGENCY VEHICLES MUS
T BE MAINTAINED AT ALL TIMES DURING CONSTRUC
TION, TEMPORARY STREET SIGNS AND
ST
ADDRESSES MUST BE POSTED AS CONSTRUCTION BEGINS. PARKED VEHICLES AND STAGING OF CONSTRUCTION MATERIALS ARE
PROHIBITED WITHIN 26 OF FIRE HYDRANTS. FIRE HYDRANTS ARE NOT TO BE OBSTRUCTED AT ANY TIME
VIRGINIA DEPARTMENT OF TRANSPORTATION
1. 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.
2 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.
3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR
TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OR VDOTS WORK AREA
PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN
ACCORDANCE WITH SECTION 104.04(C) OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS.
4. 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.
5. 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.
6. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL
NECESSARY VOOT LAND USE PERMITS FOR ANY WORK WITHIN VDOT RIGHT-OF-WAY.
7. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE -CONSTRUCTION CONFERENCE SHALL
BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE
CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF
WORK.
8. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY 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 REWIRED OR REQUESTED INSPECTION.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT
FROM THE ADJACENT PUBLIC ROADWAY VIA A CONSTRUCTION ENTRANCE THAT IS CONSTRUCTED
AND MAINTAINED 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. THE DEVELOPER SHALL HAVE, WITHIN THE LIMITS
OF THE PROJECT, AN EMPLOYEE CERTIFIED BY THE VIRGINIA DEPARTMENT OF CONSERVATION AND
RECREATION (VDCR) IN EROSION AND SEDIMENT CONTROL WHO SHALL INSPECT EROSION AND
SILTATION CONTROL DEVICES AND MEASURES ON A CONTINUOUS BASIS FOR PROPER INSTALLATION
AND OPERATION. DEFICIENCIES SHALL BE PROMPTLY RECTIFIED.
10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE
DURING AND AT THE END OF CONSTRUCTION.
11. 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.
1Z 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.
13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED
BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT AND FILL. WHERE CBR TESTING IS REQUIRED,
A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED 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.
14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL. AND BAC KFILL 1N UTILITY/STORM SEWER
TRENCHES SHALL BE COMPACTED IN SIX (6) INCH LIFTS TO 95% OF THEORETICAL MAXIMUM
DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM
MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION
OF VDOT, DENSITY TESTS SHALL BE PERFORMED BY A QUALIFIED INDEPENDENT AGENCY IN
ACCORDANCE WITH COOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF TEST
REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE
15. VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE
PLANS AND/OR AS SPECIFIED BY VDOT.
16. 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.
17. PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAOE AND/OR
PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER OR, AT VDOTS DISCRETION, BY
VDOT ON AN ACCOUNT RECEIVABLE BASIS FOLLOWING THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
7my
1& THE DEVELOPER SHALL PROVIDE THE VDOT RESIDENCY 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
RESIDENCY OFFICE PRIOR TO ACCEPTANCE OF THE WORK. UNIT AND TOTAL PRICES MAY BE
OBSCURED.
19. 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 SPECIFlCATiONS AND VIM-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 OVEN THE
OPPORTUNITY TO BE PRESENT DURING THE CONSTRUCTION AND TESTING OF THE DENSITY
CONTROL STRIP.
20. ASPHALT CONCRETE PAVEMENTS MALL 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 VIM-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.
21. 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 FCIPJNDATION 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
22 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 SOLI, 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.
23. APPROVAL OF THESE PLANS SHALL EXPIRE THREE (3) YEARS FROM THE DATE OF THE APPROVAL
LETTER.
24. VDOT STANDARD OG-12 CURB RAMPS SHALL BE INSTALLED WHERE INDICATED ON THESE PLANS
AND/OR AS SPECIFIED BY VDOt
25. 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 COOT AFTER GRADING IS MOSTLY COMPLETE
QREVISED
PER ♦COMMENTS_-
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VICINITY MAP
SCALE: 1 " = 100'
NOVEMBER 24, 2010
Patton Harris Rust & Associates
Engineers. Surveyors. Planners. Landscape Architects.
1 17 East Piccadilly Street
+ Winchester, VA 22601-5002
T 540.667.2139
F 540.665.0493
HIDDEN VALLEY SPE LLC
C/O HOMETOWN AMERICA
150 N. WACKER DRIVE STE. 2800
CHICAGO, IL 60606
(540) 662-9757
LOCAL UTILITIES
FREDERICK COUNTY SANITATION AUTHORITY
P. 0. BOX 1877
WINCHESTER, VIRGINIA 22604
(540) 868-1061 P.O.C. JOHN WHITACRE
RAPPAHANNOCK ELECTRIC COOPERATIVE
137 KELLEY COURT
FRONT ROYAL, VIRGINIA 2-2630
(540) 622-5124 P.O.C. DAVE KELLER
VERIZON
404 HILLANDALE LANE
WINCHESTER, VIRGINIA 22602
(540) 665-3156 P.O.C. LARRY WIWNGHAM
COMCAST COMMUNICATION
1039 N. FREDERICK PIKE
WINCHESTER, VIRGINIA 22601
(540) 667-0364 P.O.C. DAVE CESEFSKE
WASHINGTON GAS
P. 0. BOX 2400
WINCHESTER, VIRGINIA 22604
(540) 869-1111 P.O.C. TIM HOCKMAN
RESPONSIBLE LAND DISTURBER:
NAME:
CERTIFICATION #:
DATE:
THE RESPONSIBLE LAND DISTURBER
IS THAT PARTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
IIIIJIlli III
s
SHEET DESCRIP�ON
1 COVER SHEEP
2 KEY MAP
3 SITE PLAN
4 DETAILS
RELATED SITE PLANS
1. SECTIONS A & B 25-86 AND 48-87
2. SECTION C 21-94
3. SECTION D 22-95
4. SECTION E 43-95
5. SECTION F 18-03
EROSION CONTROL
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.
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.
PRIOR TO RELEASE OF BUILDING PERMITS, THE FOLLOWING ITEMS SHALL BE COMPLETED:
3.1. SITE SMALL BE STABILIZED IN ACCORDANCE WITH THE APPROVED PLAN (I.E., ROAD
SURFACE, STORMWATER CONVEYANCE SYSTEM, CURB AND GUTTER, SIDEWALKS,
CHANNEL LININGS, VEGETATIVE COVER, ETC.)
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.
SITE PLAN APPROVAL
17�ATE��
I A9 EN
Approved by Frederick County Zoning Administrator
Site Plan Approval Valid for 5 Years From Date Shown Hence
Sheet Number
1 Of 4
FAA IMAIWASMANW-FAr-
INFAICAPAPIA
,.11"§ a
REVISED PER COUNTY COMMENTS
m, �m ,
PROJECT
REGENCY LAKES SECTION A
PAVILION/VOLLEYBALL PLAN
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
TITLE
KEY
MAP
JILT" TOTALS-OCTOBER, 1995 AND PROPOSED SECTION F
REA(ACRES)
26.5
UNITS
50
UNITS/ACRE
1.9
ACRES
18.9
OPEN SPACE
71.4%
13.2
55
4.1
4.7
35.2%
21.6
78
3.6
7.3
33.7%
30.1
110
3.6
7.2
23.9%
28.0
95
3.4
8.5
30.3%
46.2
139
3.0
17.8
38.5%
165.6
527
3.2
64.4
38.9%
34.8
71
2.4
9.7
27.9%
200.4
598
3.0
74.1
37.0%
VDOT NOTES:
1. REGENCY LAKES
DRIVE IS TO BE
THE
ONLY STATE MAINTAINED
RIGHT-OF-WAY
IN THIS SECTION
OF
THIS DEVELOPMENT.
HOUSING TYPE: MANUFACTURED HOUSING
EXISTING ZONING: MH-1
NOTES:
1. ALL FUTURE RESIDENTS OF REGENCY LAKES SHALL
BE PROVIDED A COPY OF THE APPROVED PROPERTY
OWNERS' ASSOCIATION BYLAWS AND SHALL BE INFORMED
OF THE AMOUNT OF THE ASSOCIATIONS ANNUAL FEES.
2. RECREATIONAL UNITS REQUIRED BY FMDP CURRENTLY EXIST.
Patton Harris Rust & Associates
Engineers. Surveyors. Planners. Landscape Architects.
p pA 117 East Piccadilly Street
H + Winchester, VA 22601-5002
T 540.667.2139
F 540.665.0493
!!
a ■Lei Rem I
rem m mi
DESIGN
SURVEY
ND
DRAWN
DATE
ND
NOV. 24' 2010
CHECKED
SCALE
RAM
SHEET
FILE NO.
2 OF 4'
06817-5-1
1
REVISED PER COUNTY COMMENTS
12/8/10
ND
R.A.M.
NO.
DESCRIPTION
DATE
REVS'D
REVW'D
APRV'D
DATE
REVISION
PROJECT
REGENCY LAKES SECTION A
PAVILION/VOLLEYBALL PLAN
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
LEGEND
PROPOSED CURB & REVERSE GUTTER
PROPOSED STANDARD PAVED AREA (e 21B/2' SM 12.5A)
PROPOSED ffAVY DUTY PAVED AF%e 21B/3- OM-25.0/Y SM-125A)
PROPOSED GRASS AREA
PROPOSED EASEIM AREA
ZONPIG BOL".m
ZB
Ul><!tY PEDESTALS
m
DEW STORM WO" & SiRUCT1IRE
PROPOSED STORM MOICE k STRUCTURE
PROPOSED MIER MAN
DEW MWFR MAP!-------------------
--i--
PROPOSED FIRE HYDRANT
PROPOSED GALE VALVE & BOX
— -►f---
DEW SAIL SM AND MANHOLE-
SQ0 AND
EROSION CONTROL LEGEND
WTI
•
CONSTRUCTION ENTRANCE�
► • iili :.
PROJECT SUMMARY
TAX IDENTIFICATION NUMBER
EXIS77NG PARCEL AREA
ZONING
OWNER
ADDRESS
CURRENT USE
DISTURBED AREA
55 A-27
123.96 ACRES
MH1
HIDDEN VALLEY SPE LLC
C/O HOMETOWN AMERICA, LLC
150 N. WACKER DRIVE STE: 2800
CHICAGO, IL. 60606
A CCESOR Y/RECREA 17ONAL
0.07 ACRES
SETBACKS TO PAVILION REQUIRED
FRONT 5'
PERIMETER 50'
50'
PARKING REQUIRED
PAVILION 11200 S.F. 8 SPACES
TENNIS COURTS 4 SPACES
BASKETBALL COURT 3 SPACES
VOLLEYBALL COURT 3 SPACES
TOTAL REQ'D 18 SPACES
PARKING PROVIDED 19 SPACES
PROPOSED
89.80'
396.60'
361.79'
BUILDING HEIGHT ALLOWED = N/A
PROP. BUILDING HEIGHT = 18'14-
CONSTRUCT/ON ENTRANCE NO TES:
1. SHOULD THE TRACKING OF MUD ONTO THE PUBLIC ROADS BECOMES A PROBLEM,
THE FREDERICK COUNTY INSPECTOR MAY REQUIRE WASHmms BE INSTALLED AS
REQUIRED BY 7HE CONSTRUCTION ENTRANCE DETAIL ON SHEET 3.
2. THE CONTRACTOR WILL REMOVE ANY MUD THAT /S TRACKED ONTO THE ROADWAYS
BY THE END OF WORK THAT DAY.
NOTES:
1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE
REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. NO
SIGNS ARE PROPOSED WITH THIS PLAN.
2. EXISTING CONTOURS ARE FROM FREDERICK COUNTY TOPOGRAPHY.
3. NO UNDERGROUND U77LI77ES HA TE BEEN FIELD LOCA TED, THEREFORE THE
CONTRACTOR IS REQUIRED TO FIELD LOCATE ANY UNDERGROUND
UTILITIES PRIOR TO CONSTRUCTION.
4. EX. BASEBALL DIAMOND TO BE REMOVED.
5. BUILDING SHALL COMPLY WITH THE 14RGINIA UNIFORM STATEWIDE
BUILDING CODE AND SECTION 303-A, ASSEMBL Y USE GROUP OF THE
IN7ERNA 77ONAL BUILDING CODE 2006. OTHER CODE THA T APPLIES IS
ICC/ANSI A117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.
STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE
SEALED BY A 14RGIN/A LICENSED DESIGN PROFESSIONAL FOR ASSEMBL Y
USE GROUP AND AN OCCUPANT LOAD SHALL BE SPECIFIED.
6. PROPOSED 1, 440 S.F. PA WLION SHALL MEET ANSI REQUIREMENTS AS
REQUIRED BY CHAPTER 11, IBC 2006.
7. SPECIAL INSPEC77ON REQUIREMENT OF CHAPTER 17 OF IBC SHALL
APPLY TO THIS TYPE OF STRUC7URE. (SOILS, CONCRETE, STEEL, ETC.)
8. DISTANCE TO THE NEAREST EXIS77NG RESTROOM /S APPROXIMA TEL Y 310'
AT THE EXIS77NG COMMUNITY CENTER BUILDING.
9. ACCESSIBLE ROUTE TO MEET ADA REQUIREMENTS
10. NO EXTERIOR LIGHTING IS PROPOSED WITH THIS PLAN.
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PAVILION LOCATION DETAIL
SCALE: 1 "=100'
Patton Harris Rust & Associates
Engineers. Surveyors. Planners. Landscape Architects.
p H 117 East Piccadilly Street
pAWinchester, VA 22601-5002
T 540.667.2139
F 540.665.0493
100 50 0 50 100
1"=100'
DESIGN
SURVEY
ND
DRAWN
DATE
ND
NOV. 24, 2010
CHECKED
SCALE
RAM
1 "=20'
SHEET
FILE NO.
3 of 4
06817-5-1
STONE CONSTRUCTION ENTRANCE
70' MIN. EXISTING
1 PAVEMENT
FILTER CLOTH 6" MIN. A MOUNTABLEERM
(OPTIONAL)
SIDE ELEVATION
EXIS/NGGROUND
70' MIN.
B WASHRACK s 11'MIN.
(OPTIONAL)
�r
101+AI .
12' MI�J. � � EXISTING
e�
�..� � ���' -X PAVEMENT
,.+M1.,�i,• a.:
q
,., VDOT #1 B POSITIVE DRAINAGE " c I MIN.
COURSE AGGREGAL TO SEDIMENT "
# MUST EXTEND FULL WIDTH I TRAPPING DEVICE
OF INGRESS AND EGRESS PLAN VIEW
OPERATION
12' MIN.
t MIN.
�-
3" MIN.
FILTER CLOTH
SECTION A -A
6'-7"
\) R
�� _ \ T
REINFORCED CONCRETE DRAIN SPACE
SEC11ON B-B
Plote 3.02-1
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
FLOW
T
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL
O FLOW
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
_ Inii1R.
PI A
r
._
WE ARE DISTURBING LESS THAN 1 ACRE OF LAND
WITH THIS PLAN, THEREFORE NO STORMWATER MGMT.
OR BMP IS REQUIRED PER VIRGINIA STORMWATER
MANAGEMENT HANDBOOK.
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Frederick County does not give arty expressed or implied warranties,
o�tditbns, representstians, indemnities arty kind, statutory cu
the Frederick County GIS data
otherwise, conceming any or all of -
REVISED PER •UNTY COMMENTS�—�
s
SOILS DATA
NO.
NAME
SLOPE
PERMEABILITY
WATER
RUNOFF
SHRINK SWELL
EROSION
SEASONAL
CAPACITY
POTENTAIL
HAZARD
HIGHWATER
41 B
WEIKERTS BERK
2-7%
MOD. —MOD.
VERY LOW
MED.
LOW
MOD.
--
CHANNERY SILT
RAPID
LOAM
-- 2" TYP.
6"
11. JL
,
1 12" [— 4'I
1— 24" --j
LENGTH VARIES
-2-1" DIA. HOLE
2-3 4" DIA. x3O"
ELEVATION DRI�r PIN
ISOMETRIC
2" TYP.
—2-#4 BAR
•-�- '`.:III--.. ..�
2'_6"
1
SECTION A —A
PRECAST CONCRETE WHEEL STOP
NO SCALE
8.0, 8.0' (WHITE LETTERS ON BLUE
REFLECTIVE BACKGROUND)
SIGN
(SEE DETAIL 12"
EDGE OF PAVEMENT v
DMV PERMIT
REQUIRED
Co
C��
$XX FINE
ti o
00 VAN
ACCESSIBLE
X
f�-
J6" STRIPES
$100 to $500 — AS APPLICABLE
8' FOR VAN ACCESSIBLE SPACES NOTE:
IF APPLICABLE SIGNS SHALL BE MOUNTED
TO BUILDING AT HEIGHTS SPECIFIED
HANDICAPPED PARKING NOTE:
DETAIL D IiSPLAYEDRONNTTHETSIGN
SHALL BE AS SPECIFIED
(NO SCALE) IN COUNTY CODE.
�,1y'l rt Q.F
MRO A. MISLOWSKY, JR
No' 2200674
ONAL
PROJECT
REGENCY LAKES SECTION A
PAVILION/VOLLEYBALL PLAN
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
3" SAND
VOLLEYBALL COURT SURFACE
NTS
STEEL POST
100 LBS. OF THE DRY
INGREDIENTS AS IN V.D.O.T. CLASS
A3 CONCRETE DRY MIXED WITH
BACKFILL MATERIAL DURING
COMPACTION
TYPICAL POST DETAIL
NTS
DETAILS
7125000 FT
N
a
J
w
d
Redcd
a
Z Run
a
T MAP SCALE 1" = 20001
Q 2000 40DO
-- — FEET
ZONE x LIGK RUN M
rn
iRgin
I
ZONE A
FIDDLER
AV
LAKE ZONE x
CLUSERET SEVER DR
COURT MORGAN
FIRST MILL Rd
WGANO VMODS
f, f;l / • 1T1
Ar ► l r
FIRM
FLOOD INSURANCE RATE MAP
FEA 11,111, F'REDER M MILIP TY,
VMGIl41A
VVH E rSTO 4 AND INCORPORATED AREAS
PMEL 219II OF 375
tb'EE MAP INDEX FOR FIRMA PMEL tAYDUT)
COWAM-
FCC oWVTY atwm cm D
No6oe is Uaor- The Yap Nu slier sEavn =or shcur6 oe
�..a w.. a •aa onbra en. osmm�.it�r Muetrr
frYORO inCM 4M O"d M so.uranw Opp raAf rs �r
751000 M ct**Lfi,.dMMM*j.
'O MAP NUMBER
0059CO250D
EFFECTIVE DATE
„pSEMBdUR2,2009
Federd Emer9Wq MsasacmeW ASeaai'
Patton Harris Rust & Associates
Engineers. Surveyors. Planners. Landscape Architects.
1 17 East Piccadilly Street
+ Winchester, VA 22601-5002
T 540.667.2139
F 540.665.0493
This le an oelclat copy Dr a portion cf Vo above rs*mwced food map: R
was wtrac bdusing F-WrOn-Um Tide mep does not rn9eet changes
Dr aafarulmords which may hum bmm made subsequent to the lobe on the
title dock For Me latest product Irdbrrodon about National Flood Ineuranae
Program load rnapc check the FEMA Flood Map 8bom at www.mmc_11ernaqw
DESIGN
ND
SURVEY
DRAWN
ND
DATE
NOV. 24, 2010
CHECKED
RAM
SCALE
NTS
SHEET
4 OF 4
FILE NO.
06817-5-1
x
GENERAL
1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK INCLUDING RESTORATION
FOR THE COMPLETED INSTALLATION OF THE U11UTY SYSTEMS AND ALL OTHER IMPROVEMENTS SHOWN OR IMPLIED AS
NECESSARY 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
TRANSPORTATION, VIRGINIA DEPARTMENT OF HEALTH, AND THE CONTRACT DOCUMENTS.
2. THE ENGINEER HAS NOT ATTEMPTED TO LOCATE EXISTING SUBSURFACE UTILITIES; THEREFORE THE CONTRACTOR SHALL
ARE THIS
EXERCISE C IN IS WORK SO AS TO AVOID DAMAGETO ANY UTILITIES. ANY DAMA
GE SHALL BE THE CONTRACTORS
RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL "MISS
UTILITY 1-800-552-7001.
3. THE CONTRACTOR MALL 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. THE ENGINEER WILL APPROVE ALL
CUT SHEETS.
4. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF THE WORK SHALL BE IMMEDIATELY BROUGHT
TO THE ATTENTION OF THE ENGINEER AND/OR THE OWNER.
5. CONTRACTOR TO STHIS WORK AND SHALL FAITHFULLY ADHERE TO THE
PERMIT CONDITIONS IMPOSED.
6. ALL GRADING FOR IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA. ANY WORK PERFORMED OFFSITE IS THE
CONTRACTOR'S RESPONSIBILITY.
7. CUTSHEETS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING STRUCTURES AND START OF
CONSTRUCTION. ALL CUTSHEETS SHOULD SHOW EXISTING GROUND ELEVATIONS AT CENTERLINE OR UTILITY, STRUCTURE OR
ROAD, AND OFFSET HUB ELEVATION.
FIRE AND RESCUE
OF CLEARING FROM THE FIRE MARSHAL. BURNING OF CONSTRUCTION DEBRIS ON SITE IS
1. BURNING LAND CLEAR N DEBRIS REQUIRES A PERMIT OM E
PROHIBITED,
2. ACCESS FOR EMERGENCY VEHICLES MUST BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. TEMPORARY STREET SIGNS AND
ADDRESSES MUST BE POSTED AS CONSTRUCTION BEGINS. PARKED VEHICLES AND STAGING OF CONSTRUCTION MATERIALS ARE
PROHIBITED WITHIN 20' OF FIRE HYDRANTS. FIRE HYDRANTS ARE NOT TO BE OBSTRUCTED AT ANY TIME.
VIRGINIA DEPARTMENT OF TRANSPORTATION
1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE CURRENT EDITIONS OR 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.
2. 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.
3. WHEN WORKING WITHIN VDOT RIGHT-OF-WAY, ALL TRAFFIC CONTROL, WHETHER PERMANENT OR
TEMPORARY, SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF VDOTS WORK AREA
PROTECTION MANUAL FURTHERMORE, ALL TRAFFIC CONTROL FLAGGERS MUST BE CERTIFIED IN
ACCORDANCE WITH SECTION 104.04(C) OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS.
4. 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.
5. 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 MALL BE THE RESPONSIBILITY OF THE
DEVELOPER.
6. PRIOR TO INITIATION OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL
NECESSARY VDOT LAND USE PERMITS FOR ANY WORK WITHIN VDOT RIGHT-OF-WAY.
7. IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A PRE -CONSTRUCTION CONFERENCE SHALL
BE ARRANGED AND HELD BY THE ENGINEER AND/OR DEVELOPER WITH THE ATTENDANCE OF THE
CONTRACTOR, VARIOUS COUNTY AGENCIES, UTILITY COMPANIES AND VDOT PRIOR TO INITIATION OF
WORK.
8. THE CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY 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.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT
FROM THE ADJACENT PUBLIC ROADWAY VIA A CONSTRUCTION ENTRANCE THAT IS CONSTRUCTED
AND MAINTAINED 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. THE DEVELOPER MALL HAVE, WITHIN THE LIMITS
OF THE PROJECT, AN EMPLOYEE CERTIFIED BY THE VIRGINIA DEPARTMENT OR CONSERVATION AND
RECREATION (VDCR) IN EROSION AND SEDIMENT CONTROL WHO SHALL INSPECT EROSION AND
SILTATION CONTROL DEVICES AND MEASURES ON A CONTINUOUS BASIS FOR PROPER INSTALLATION
AND OPERATION. DEFICIENCIES SHALL BE PROMPTLY RECTIFIED.
10. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE
DURING AND AT THE END OF CONSTRUCTION.
11. 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.
12. ANY UNUSUAL SUBSURFACE CONDITIONS (E.G., UNSUITABLE SOILS, SPRINGS, SINKHOLES, VOIDS,
CAVES, ETC.) ENCOUNTERED DURING THE COURSE OR 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.
13. ALL FILL AREAS, BORROW MATERIAL AND UNDERCUT AREAS SHALL BE INSPECTED AND APPROVED
BY A VDOT REPRESENTATIVE PRIOR TO PLACEMENT AND FILL WHERE CBR TESTING IS REQUIRED,
A VDOT REPRESENTATIVE SHALL BE PRESENT TO INSURE THE SAMPLE OBTAINED 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.
14. ALL ROADWAY FILL, BASE, SUBGRADE MATERIAL, AND BACKFILL IN UTILITY/STORM SEWER
TRENCHES SHALL BE COMPACTED IN SIX (6) INCH LIFTS TO 95% OF THEORETICAL MAXIMUM
DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM
MOISTURE FOR THE FULL WIDTH OF ANY DEDICATED STREET RIGHT-OF-WAY. AT THE DIRECTION
OF VDOT, DENSITY TESTS MALL BE PERFORMED BY A QUALIFIED INDEPENDENT AGENCY IN
ACCORDANCE WITH VDOT ROAD AND BRIDGE SPECIFICATIONS. CERTIFIED COPIES OF TEST
REPORTS SHALL BE SUBMITTED TO VDOT DAILY, UNLESS SPECIFIED OTHERWISE.
15. VDOT STANDARD CD AND UD UNDERDRAINS SHALL BE INSTALLED WHERE INDICATED ON THESE
PLANS AND/OR AS SPECIFIED BY VDOT.
16. 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.
17. PRIOR TO VDOT ACCEPTANCE OF ANY STREETS, ALL REQUIRED STREET SIGNAGE AND/OR
PAVEMENT MARKINGS SHALL BE INSTALLED BY THE DEVELOPER OR, AT VDOT•S DISCRETION, BY
VDOT ON AN ACCOUNT RECEIVABLE BASIS FOLLOWING THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES.
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OWNERIDEVELOPER:
HIDDEN VALLEY SPE LLC
C/O HOMETOWN AMERICA
150 N. WACKER DRIVE STE. 2800
CHICAGO, IL 60606
(540) 662-9757
FREDERICK COUNTYSANITATION AUTHORITY
BO 1877
WINCHESTER, VIRGINIA .1
RAPPAHANNOCK ELECTRIC COOPERATIVE
137 KELLEY COURT
FRONT ROYAL, VIRGINIA 22630
(540) 622-5124 P.O.C. DAVE KELLER
VERIZON
404 HILLANDALE LANE
WINCHESTER, VIRGINIA 22602
(540) 665-3156 P.O.C. LARRY WILLINGHAM
COMCAST COMMUNICATION
1039 N. FREDERICK PIKE
WINCHESTER, VIRGINIA 22601
(540) 667-0364 P.O.C. DAVE CESEFSKE
WASHINGTON GAS
P. 0. Box 2400
WINCHESTER, VIRGINIA 22604
(540) 869-1111 P.O.C. TIM HOCKMAN
VICINITY MAP
SCALE: 1 " = 100'
/: ! III,' • ,, ,� ,:
9U
Patton H arris Rust & Associates
Engineers. Surveyors. Planners. Landscape Architects.
RESPONSIBLE
NAME:
CERTIFICATION
DATE:
W11 39,
THE RESPONSIB
LE LAND DISTURBER
IS THAT PA
RTY RESPONSIBLE FOR
CARRYING OUT THE LAND DISTURBING
ACTIVITY AS SET FORTH IN THE PLANS.
,t M, ` Y I,
SHEET DESCRIPTION
1 COVER SHEET
2 KEY MAP
3 SITE PLAN
4
DETAILS
1.
SECTIONS A & B 25-86 AND 48-87
2.
SECTION
C 21-94
3.
SECTION
D 22-95
4.
SEC11ON
E 43-95
5.
SECTION
F 18-03
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.
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 TALL GRANT APPROVAL TO INITIATE LAND DISTURBING ACTIVITIES.
3. PRIOR TO RELEASE OF BUILDING PERMITS, THE FOLLOWING ITEMS SHALL BE COMPLETED:
3.1. SITE SHALL BE STABILIZED IN ACCORDANCE WITH THE APPROVED PLAN (I.E., ROAD
SURFACE, STORMWATER CONVEYANCE SYSTEM, CURB AND GUTTER, SIDEWALKS,
CHANNEL LININGS, VEGETATIVE COVER, ETC.)
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.
SITE PLAN APPROVAL
NAME AIL- DATE JZj_%_0
SITE PLAN NUMBER 3I - I Q
Site Plan Approval Valid for 5 Years From Date Shown Hence
L hMDWM, LJR.
1 17 East Piccadilly Street No.20674
+ Winchester, VA 22601-5002 e2.
T 540.667.2139MN% as
®�
IF 540.665.0493 Froject riumber: 0158-17-5-1
1 Of 4
0REVISED PER COUNTY COMMENTS
REVISION
PROJECT
REGENCY LAKES SECTION A
PAVILION/VOLLEYBALL PLAN
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
JILT" TOTALS-OCTOBER, 1995 AND PROPOSED SECTION F
REA (ACRES)
26.5
UNITS
50
UNITS/ACRE
1.9
ACRES
18.9
OPEN SPACE
71.4%
13.2
55
4.1
4.7
35.2%
21.6
78
3.6
7.3
33.7%
30.1
110
3.6
7.2
23.9%
28.0
95
3.4
8.5
30.3%
46.2
139
3.0
17.8
38.5%
165.6
527
3.2
64.4
38.9%
34.8
71
2.4
9.7
27.9%
200.4
598
3.0
74.1
37.0%
VDOT NOTES:
1. REGENCY LAKES
DRIVE
IS TO BE
THE
ONLY STATE MAINTAINED
RIGHT-OF-WAY
IN THIS
SECTION
OF
THIS DEVELOPMENT.
HOUSING TYPE: MANUFACTURED HOUSING
EXISTING ZONING: MH-1
NOTES:
1. ALL FUTURE RESIDENTS OF REGENCY LAKES SHALL
BE PROVIDED A COPY OF THE APPROVED PROPERTY
OWNERS' ASSOCIATION BYLAWS AND SHALL BE INFORMED
OF THE AMOUNT OF THE ASSOCIATIONS ANNUAL FEES.
2. RECREATIONAL UNITS REQUIRED BY FMDP CURRENTLY EXIST.
Patton Harris Rust & Associates
Engineers. Surveyors. Planners. Landscape Architects.
p H l 17 East Piccadilly Street
pAWinchester, VA 22601 -5002
T 540.667.2139
F 540.665.0493
GRAPHIC
00 0 200 -00
1
DESIGN
SURVEY
ND
DRAWN
DATE
ND
NOV. 24, 2010
CHECKED
SCALE
RAM
SHEET
FILE NO.
2 of 4
06817-5-1
1
REVISED PER COUNTY COMMENTS
12/8/10
ND
R.A.M.
NO.
DESCRIPTION
DATE
REVS'D
REVW'D
APRV'D
DATE
REVISION
0
OF
A:-MSIAWSW JR.
No. 20674
�
� l �, L.
QIIAL
PROJECT
REGENCY LAKES SECTION A
PAVILION/VOLLEYBALL PLAN
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
TITLE
SITE PLAN
LEGEND
PROPOSED CURB & REVERSE GUM
PROPOSED STM M PAVED AREA {8" 218/2' S11 12-*
PROPOSED HEAVY DUTY PAVED AI%r 21BIY BY-25.0/Y SY-12-*
1. . 1,•11 r•
..1.1�„11
:1 '
..1.1+,11 1.
•.,.�+,71 ,.
1'101
..�•1.•11 • i' I �
••t•hii 11'r r ► 1 1' 1 ' `i' ►
IUMITS OF DISTURBANCE
PROJECT SUMMARY
TAX IDEN17RCA77ON NUMBER
EXIS77NG PARCEL AREA
ZONING
OWNER
ADDRESS
CURRENT USE
DISTURBED AREA
55 A-27
123.96 ACRES
MH1
HIDDEN VALLEY SPE LLC
C/O HOMETOWN AMERICA, LLC
150 N. WACKER DRIVE STE: 2800
CHICAGO, IL. 60606
ACCESORYIRECREA77ONAL
0.07 ACRES
SETBACKS TO PAVILION REQUIRED PROPOSED
FRONT 5' 89.80'
PERIMETER 50' 396.60'
50' 361.79'
PARKING REQl�/RED
PAVILION 11200 S.F. 8 SPACES
TENNIS COURTS 4 SPACES
BASKETBALL COURT 3 SPACES
VOLLEYBALL COURT 3 SPACES
TOTAL REQ'D 18 SPACES
PARKING PROVIDED 19 SPACES
BUILDING HEIGHT ALLOWED = N/A
PROP. BUILDING HEIGHT = 18't
CONSTRUCT/ONENTRANCENOTES:
1. SHOULD THE TRACKING OF MUD ONTO THE PUBLIC ROADS BECOMES A PROBLEM,
THE FREDERICK COUNTY INSPECTOR MAY REQUIRE WASHR4CKS BE INSTALLED AS
REQUIRED BY THE CON57RIACAON ENTRANCE DETAIL ON SHEET 3
2. THE CONTRACTOR WILL REMOVE ANY MUD THAT /S TRACKED ONTO THE ROADWAYS
SY THE END OF WORK THAT DAY.
)VOTES..
1. ALL SIGNS INSTALLED ON THE PROPERTY WLL COMPLY WITH THE
REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. NO
SIGNS ARE PROPOSED WITH THIS PLAN.
2. EXIS77NG CONTOURS ARE FROM FREDER/CK COUNTY TOPOGRAPHY.
3. NO UNDERGROUND U77LI77ES HAW BEEN FIELD LOCATED, THEREFORE THE
CONTRACTOR IS REQUIRED TO FIELD LOCA7F ANY UNDERGROUND
UALIAES PRIOR TO CONS7RUCRON.
4. EX. BASEBALL DIAMOND TO BE REMOVED.
5. BUILDING SHALL COMPLY WITH THE VIR67NIA UNIFORM STATEWIDE
BUILDING CODE AND SEC77ON 303--A, ASSEMBL Y USE GROUP OF THE
IN7FRNA 77ONAL BUILDING CODE 2006. OTHER CODE THAT APPLIES IS
ICC/ANSI A 117.1-03 ACCESSIBLE AND USABLE BUILDINGS AND FACILI RES.
S7RUC7URAL PLANS SUBMITTED FOR PERMIT APPLICA 77ON SHALL BE
SEALED BY A 14RGINIA LICENSED DESIGN PROFESSIONAL FOR ASSEMBLY
USE GROUP AND AN OCCUPANT LOAD SHALL BE SPECIFIED.
6. PROPOSED 1, 440 S.F. PA VILION SHALL MEET ANSI REQUIREMENTS AS
REQUIRED BY CHAP7FR 11, IBC 2006.
7. SPECIAL INSPEC77ON REQUIREMENT OF CHAPTER 17 OF IBC SHALL
APPL Y TO THIS TYPE OF STRUC7URE. (SOILS, CONCRETE, STEEL, ETC.)
8. DISTANCE TO 7HE NEAREST EXIS77NG RESTROOM IS APPROXIMATEL Y 310'
AT THE EXIS77NG COMMUNITY CENTER BUILDING
9. ACCESSIBLE ROUTE TO MEET ADA REQUIREMENTS
10. NO EXTERIOR LIGH1NG IS PROPOSED WITH THIS PLAN.
PAVILION LOCATION DETAIL
SCALE: 1 "=100'
Patton Harris Rust & Associates
Engineers. Surveyors. Planners. Landscape Architects.
1 17 East Piccadilly Street
.+ Winchester, VA 22601-5002
T 540.667.2139
F 540.665.0493
100 50 0 50 100
1"=100'
DESIGN
SURVEY
ND
DRAWN
DATE
ND
NOV. 24, 2010
CHECKED
SCALE
RAM
1 "=20'
SHEET
FILE NO.
3 of 4
1 06817-5-1
STONE CONSTRUCTION ENTRANCE
70' MIN EXISTING
PAVEMENT
1 ,y�'� ,jam tom. '�! ,-,s•,ay''J� � }xy�'�+,t�^: �2� � \
FILTER CLOTH 6" MIN. I AlMOUNTABLE
(OPTIONAL)
SIDE ELEVATION
EXIS/NGGROUND
70' MIN. T
B WASHRACK gMIN.
(OPTIONAL)
LIS 1OVII <
12' A.�1 EXISTING
A-4
PAVEMENT
;
VDOT #1 B •\ POSITIVE DRAINAGE 10" MIN_
COURSE AGGREGA6 TO SEDIMENT
MUST EXTEND FULL WIDTH ( TRAPPING DEVICE
OF INGRESS AND EGRESS PLAN MEW
OPERATION
12' MIN.
3" MIN.
3" MIN.
FILTER CLOTH
REINFORCED
SECTION B-B
DRAIN SPACE
Plote 3.02-1
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
Jill
FLOW I p
4
3. ATTACH THE FILTER FABRIC TO THE WIRE 4. BACKFILL AND COMPACT THE
FENCE AND EXTEND IT INTO THE TRENCH. EXCAVATED SOIL.
Jill
r ✓
,r FLOW
I — I
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
WIR
W.YINSJEII�
SWM/BMP NARRATIVE:
WE ARE DISTURBING LESS THAN 1 ACRE OF LAND
WITH THIS PLAN, THEREFORE NO STORMWATER MGMT.
OR BMP IS REQUIRED PER VIRGINIA STORMWATER
MANAGEMENT HANDBOOK.
. II k
.
i.
= _
SITE =x
AF_
3E
. r
i.
Pit 3
s
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f
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ff l
F � t i
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0
F � CO echrmllogWs,
Gr �� !SI VI III Ii �teS.
�
Frederick County does not give any expressed or implied warranties,
conditions, representations, indemnities of any kind, statutory or
the Frederick County GIS data
5 - i5-5
otiiterwise, oonc:erning any or all of -
REVISED PER COUNTY COMMENTS
• - - •
i�iiii�il�Cir
1
... 1
SOILS DATA
NO.
NAME
SLOPE
PERMEABILITY
WATER
RUNOFF
SHRINK SWELL
EROSION
SEASONAL
CAPACITY
POTENTAIL
HAZARD
HIGHWATER
41 B
WEIKERTS BERK
2-7%
MOD. —MOD.
VERY LOW
MED.
LOW
MOD.
--
CHANNERY SILT
RAPID
LOAM
2" TYP.
LENGTH VARIES
1-2-1" DIA. HOLE
I I �
6" 5.
2-3/4" DIA. x3O"
ELEVATION DRIFT PIN
12"
1 24" --1 LA
ISOMETRIC
2" TYP.
—2—#4 BAR
2'-6"
SECTION A -A
PRECAST CONCRETE WHEEL STOP
NO SCALE
8.0, 8.0' (WHITE LETTERS ON BLUE
REFLECTIVE BACKGROUND)
SIGN
(SEE DETAIL 12"
EDGE OF PAVEMENT a
DMV PERMIT
REQUIRED
m
C��
$XX FINE
ti o
00 VAN
ACCESSIBLE
X
6" STRIPES
$100 to $500 - AS APPLICABLE
8' FOR VAN ACCESSIBLE SPACES NOTE:
IF APPLICABLE SIGNS SHALL BE MOUNTED
TO BUILDING AT HEIGHTS SPECIFIED
HANDICAPPED PARKING NOTE:
DETAIL D IiSPL.AYEDRONNTTHETSIGN
SHALL BE AS SPECIFIED
(NO SCALE) IN COUNTY CODE.
Z09AW A. MISLOWSKY, JR
11 No.20674
0%Z�
ANAL -
PROJECT
REGENCY LAKES SECTION A
PAVILION/VOLLEYBALL PLAN
STONEWALL MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
TITLE
3" SAND
VOLLEYBALL COURT SURFACE
NTS
STEEL POST
100 LBS. OF THE DRY
INGREDIENTS AS IN V.D.O.T. CLASS
A3 CONCRETE DRY MIXED WITH
BACKFILL MATERIAL DURING
COMPACTION
TYPICAL POST DETAIL
NTS
DETAILS
MAP SCALE 1" = 2000'
0 2000 4000
FEET
ZONE X UGK RUN m
dF%DfV9&Q1kV3 ?r'T�x'
0
N
O
W
a Red wd
to z Run
a
ZONE A
FIDDLER
AV
tZOAE X
CLUSERIET
r
4
+ FIRST MI LRD
.
ILUGAINIO
-� • ,.
, ..MLLASTON
.
DRIVE
R`MLLE 749WO M ` i� M
PIKE Ash Hoflew
Run
VVODDS
MILL RD
Ran
VVOODS
MILL DR
CT
PMEL 02>6f}D
_11i111jiI
FLOOD INSURANCE RATE MNP
FRIEDERICK C'OUNW,
VIRGINIA
AND INCORPORATED AREAS
PANEL = OF 375
(SEE MAP INDEX FOR FIRM PANEL LAYOUT)
COWAM-
Sd tBUi� HSFifl. SLRTix
FREDERM 9I0m3 O'ii96 D
I II IIIIII III�IIII) �. d mffl i s.a o. m.ia" app eamrIdi
,.to
751000 Mt
Patton Harris Rust & Associates
Engineers. Surveyors. Planners. Landscape Architects.
1 17 East Piccadilly Street
+ Winchester, VA 22601 —5002
T 540.667.2139
F 540.665.0493
=1' I
TFII< 1
�.. :;�• ri.;
Thfe l8 en 0111CU l CoPV Gf a portico Ofthe &boas robMVed hood map. R
was eatracbedusing F-MrrOr U". Thle nrep does not reriett changes
or art>endnwrds whlch may have tm m made sutsaquard to the date on the
tale bloolc For the latest product Irdbrmat on about National Rood Insurance
Progam food maps check the F EMA Flood Map Sbore at v^~..mac_tema.Ww
DESIGN
SURVEY
ND
DRAWN
DATE
ND
NOV. 2411 2010
CHECKED
SCALE
RAM
NTS
SHEET
FILE NO.
4 of 4
06817-5-1