HomeMy WebLinkAbout63-06 Lake Holiday Clubhouse - Renovation - Assembly - Gainesboro - Backfile (2)4
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GENERAL NOTES
1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF
TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND
SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE
EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT
SHALL GOVERN.
2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION AND VOSH RULES AND REGULATIONS.
3. THE CONTRACTOR 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 UTILITY
COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND IDENTIFY UTILITY FACILITIES OR
ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY.
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE
ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN
ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, SECTION 3.02. FURTHERMORE,
ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.
THE CONTRACTOR SHALL HAVE, WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE CERTIFIED BY THE
DEPARTMENT OF CONSERVATION AND RECREATION IN EROSION AND SEDIMENT CONTROL WHO SHALL INSPECT
EROSION AND SILTATION CONTROL DEVICES AND MEASURES FOR PROPER INSTALLATION AND DEFICIENCIES
IMMEDIATELY AFTER EACH RAINFALL, AT LEAST DAILY DURING PROLONGED RAINFALL, AND WEEKLY WHEN NO
RAINFALL EVENT OCCURS.
5. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT
THE END OF CONSTRUCTION.
6. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DEVELOPER AND ENGINEER. WORK SHALL CEASE IN THAT
VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER.
7. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OR UTILITY SEWER TRENCHES SHALL BE
COMPACTED IN 6" 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 INSPECTOR, DENSITY TEST PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL
BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS.
8. AGGREGATE BASES AND SUB -BASES SHALL BE PLACED ON THE SUB -GRADE BY MEANS OF A MECHANICAL
SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN VDOT'S "ROAD
AND BRIDGE SPECIFICATIONS 304) AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE
TESTS.
9. ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH THE LATEST EDITION VDOT'S "ROAD
AND BRIDGE SPECIFICATIONS" (SECTION 315). DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP
AS SPECIFIED IN SECTION 315 AND VTM- 76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS.
10. TOPOGRAPHIC INFORMATION WAS DERIVED BASED UPON FIELD SURVEY PERFORMED BY URBAN ENGINEERING &
ASSOCIATES, INC., AND AERIAL PHOTOGRAPHY.
11. THE ROAD DESIGN HAS BEEN BASED UPON AN AVERAGE DAILY TRAFFIC VOLUME OF 430 VPD (43 LOTS X 10 TPO).
12. DAMAGE TO ANY EXISTING ENTRANCES, PAVEMENTS OF, OR OTHER EXISTING STRUCTURES NOT PROPOSED TO
BE DISTURBED WITH THIS DEVELOPMENT, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE
REPAIRED TO SATISFACTION OF THE INDIVIDUAL PROPERTY OWNER.
1-3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A SMOOTH TRANSITION FROM:lEXISTING
CENTERLINE TO THE PROPOSED EDGE OF PAVEMENT.
T
14. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALLWORK
INCLUDING RESTORATION FOR THE COMPLETED INSTALLATION OF THE UTILITY FACILITY READY FOR USE. UNLESS
OTHERWISE NOTED, SPECIFICATIONS FOR ALL THE WORK TO BE IN ACCORDANCE WITH APPLICABLE DEPARTMENT
OF HEALTH, LAKE HOLIDAY ESTATES UTILITY CO., FREDERICK COUNTY AND THE CONTRACT DOCUMENTS.
15. 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. THE DAMAGE SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL
UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-257-7777.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS, LOCATIONS
AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD BY EACH CONTRACTOR PRIOR TO BEGINNING THE WORK. CUT
SHEETS FOR THE CONSTRUCTION WILL BE APPROVED BY THE ENGINEER.
17. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS
AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE LAKE HOLIDAY ESTATES UTILITY CO. THE
CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR INSPECTION BY THEM AS NECESSARY.
18. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES.
19. THE CONTRACTOR SHALL EMPLOY EROSION CONTROL DEVICES AND METHODS AS REQUIRED TO MEET THE
INTENT OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. ALL AREAS TO SEEDED IMMEDIATELY
UPON ESTABLISHING FINISHED GRADE. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN 60 CALENDAR DAYS.
20. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK IN
AFFECTED AREAS.
21. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
22. EXACT LOCATION OF SEWER SERVICES TO BE DIRECTED BY THE LAKE HOLIDAY ESTATES UTILITY INSPECTOR IN
THE FIELD. CONTRACTOR TO PROVIDE ASSISTANCE TO THE INSPECTOR AS MAY BE REQUIRED IN THIS EFFORT.
23. CONTRACTOR RESPONSIBLE FOR ADJUSTMENT OF ALL EXISTING UTILITIES TO MEET PROPOSED ELEVATIONS.
24. AS BUILD PLANS TO BE PROVIDED BY CONTRACTOR AND/OR DEVELOPER AT COMPLETION AND ACCEPTANCE OF
WORK.
CONTACT "MISS UTILITY" AT
1-800-257-7777
PRIOR TO COMMENCING WORK
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
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VICINITY MAP
SCALE: 1 "= 2000'
LAKE HOLIDAY ESTATES UTILITY COMMISSION ACCEPTANCE
DATE
PROJECT: LAKE HOLIDAY CLUBHOUSE RENOVATION
FREDERICK COUNTY, VA
OWNER/DEVELOPER: LAKE HOLIDAY, LLC
100 LAKE HOLIDAY ROAD
CROSS JUNCTION, VA 22625
CONTACT# (540) 888-9310
ENGINEER/SURVEYOR: URBAN ENGINEERING & ASSOCIATES, INC.
210 FRONT ROYAL PIKE
WINCHESTER, VA 22602
TELEPHONE # 540-450-0211
ZONING: RESIDENTIAL RECREATIONAL COMMUNITY DISTRICT (R5)
PROPOSED USE: ASSEMBLY
¢
CD (o
CURRENT USE: STORAGE
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TOTAL PARCEL ACREAGE = 11.94 ACRES
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TOTAL DISTURBED ACREAGE = 0.25 ACRES
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TOTAL NUMBER OF PROPOSED LOTS = 1
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LOT TO BE SERVED BY PUBLIC WATER AND SEWER.
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NO TITLE REPORT FURNISHED.
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UTILITY COMPANY: LAKE HOLIDAY ESTATES UTILITY COMMISSION
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CONTACT# (540) 888-3549
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2. PLAN STATUS AND MISCELLANEOUS DETAILS
2A. E&S CONTROL - SEEDING SCHEDULE
3. GRADING PLAN
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DEFINITION:(1) LICENCED PROFESSIONAL ENGINEER, (2) RESPONSIBLE LAND DISTURBER (RLD), OR (3) OTHER KNOWLEDGEABLE
PERSON WHO (i) HOLDS A CERTIFICATE OF COMPETENCE FROM THE BOARD IN AREA OF PROJECT INSPECTION; OR (ii) IS
ENROLLED ON BOARD'S TRAINING PROGRAM FOR PROJECT INSPECTION OR COMBINED ADMINISTRATOR AND SUCCESSFULLY
COMPLETES SUCH PROGRAM WITHIN ONE YEAR OF ENROLEMENT)
1---i
SIGNATURE REGISTRATION DATE
APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR
SHEET
- 1
TE of
3
SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE
SP-20157
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HC HANDICAPED PARKING
—a— SIGNS
TYPE "A° FIRE LANE SIGN
TYPE "C' FIRE LANE SIGN
PARKING LOT PAVEMENT
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USE•
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6" CONCRETE _.�:_�l_.�._,4" SUBBASE VDOT STD. GR-21A
—COMPACTED SUBGRADE
(COMPACTED TO 95% DENSITY
AT OPTIMUM MOISTURE CONTENT
VDOT VTM-1 METHOD)
CONCRETE WALK TYPICAL SECTION
Nl.F�RS ET,UX 1' (;
DAME DB:4WAL pO',� )� 454
18A3-((3A))
T.M ZONE:
USE.
RESIDENTIAL
�
DISABLED PARKING STALL
HANDICAP RAMP
(NO SCALE)
1"
4 LB./PT. "U"
CHANNEL
(GALVANIZED)
36" 3/8" 0
@ 1" O.C. _.I �_1-1/4„
113/1�6" 181'
SIDEWALK OR
i— FIN. GRADE
I I. 6„
POST
N.T.S
NUT AND
LOCK WASHER
5/16" MACHINE
SCREW OR BOLT
MOUNTING
N.T.S
12"
ti
DMV PERMIT
REQUIRED
$100 FINE
�„ 6" 1 1,2'
VAN
ACCESSIBLE
PARTIAL ELEVATION
N.T.S
7"
6" DIA. PIPE FILLED I PLAN STATUS
W/ CONCRETE. PAINT
AND(1()COAT 2) COATS ENAMIMER EL DATE DESCRIPTION
TRAFFIC YELLOW
FINISHED SURFACE 8/16/06 FIRST SUBMISSION
9/18/06 RESUBMISSION TO PUBLIC WORKS DEPARTMENT
14 4/25/07 FIRE MARSHALL SUBMISSION
5/01/07 FINAL SUBMISSION - FREDERICK COUNTY
PLANNING DEPARTMENT
CAST PIPE IN
CONCRETE FOOTER
PIPE BOLLARD
N.T.S. W
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TRASH ENCLOSURE PLAN o
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N.T.S
8HIGH, BOARD ON BOARD FENCING
19' X 12.5' - 6" CONCRETE PAD
W/ STEEL MESH REINFORCMENTON
COMPACTED MATERIAL
0
12.5' X 12.5' - 6" CONCRETE
PAD ON COMPACTED MATERIAL
BOLLARD DETAIL (TYP. OF 2 )
CENTER IN SPACE, 6'-0" O.C.
12" AWAY FROM BACK WALL
NOTE.- REFER TO SITE PLAN DRAWINGS FOR EXACT
LOCATION OF TRASH ENCLOSURE.
INSERTABLE SHEET A59
CG-/2 A Or' WHERE STO. CG-3 OR
PERMISSIRLE CC-7 IS USED, B'-0" 4•_D,•
CONSTRUCTION
JOINT--,SID. CC_2 a v
OR u-1 MAX. 4e:1 MAx,
p yam' 201 1 05 DOWELS. B".LONG
T o o" C-C
8t, IR Na SECTION A -A CONSTRUCTION
$011 OPE 1D,1 MAXIMUM JOINT
B MN` B _
r .SE TION 8-0
TRUNCATED DOMES A 4'SCUARE LANDING
AREA OUTS OF
HE PVROWDED91N.L
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TANGENT PLAN CROSSWALK � C R SSW JK
5• 1 4 TYPICAL PLACEMENT CROSSWALK TYPICAL PLACEMENT
AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION
WITHIN CROSSWALK WITHIN CROSSWALK
+ O•N'� 1 TYPE A (PERPENDICULAR) APPLICATION (WITH BUFFER STRIP)
ALTERATIONS THIS
DESIGN TO BE USED FOR CONSTRUCTION THAT NOORPORATES TIGER SDEWALK. LANDING
148,' DEI REQUIRED AT TDP OF CURB RAMP. Lamm CURB RAARP LENGTH 8 FEET FOR NEEVI
NOTES. CONS TIIUCN. B FEET FOR ALTERATIONS.
1. DETECTABLE WARPING TO BE CLASS A-3 CONCRETE [CLASS A-4 IF PRECAST) PATH SLIP RESISTANT INTEGRAL
"DIA, SURFACE COVERING T}RE FULL WIDTH OF TIC RAMP FLOOR BY 2 FOOT IN LENGTH IN THE MICTION OF TRAVEL.
OTHER TYPES OF MATERIAL WITH THE TRL74CATED DOME DETECTABLE WARNING MAY BE USED WITH THE APPROVA
OF Of ENGINEER.
1{j CIA. 2. THE pETECTABLE WANING SHALL BE PROVIDED SY TNLNCATED DOMES. TRUNCATED DOMES TO 8E STAr,�ED
TRUNCATED DOME IF C�J�g4T•N-PI ACE OR PRECAST N TOP SURFACE. Tk£ COLOR OF THE DETECTABLE YARN NG SECTIOPI SHALL BE A
DETAIL, CONTRASTING COLOR WITH THE ADd14CENT SURFACES RAOJ►AENT SURFAC,E5 etCLUDE$ FLARED ECTM
3. SLOPING S5ApES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAAP FLOOR OR NAY =NC PERMISSIBLE
C•C TIRUNCATEID CONSTRUCTIONJD1NT WITH RFOURED BARS.
4.IF RAMP FLOOR $PRECAST HOLES MUST 8E PRDVCIED FOR DOW BARS SO THAT ADJOANC FLARED SERFS
CAN BE CAST IN LACE AFTER PLACEMENT RDF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4,
O O ap 5. REOUINE0 BARS ARE T'Q BE NO.5 X &• PLACED Y CENTEH TO CENTER A 43MG BOTH SEDES OF THE RAMP
O O O O O O O O O❑ 0 0 0 0 FLOOR• MID -DEPTH OF LMP FLOOR. MNMUM CONCRETE COVER V/t-
S.CURBACURB " GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RMPS ARE INCLUDED IN PAYMENT
0 0 0 0 O O p o O O a 0 O Cl FOR CURBICURB AND GUTTER.
2'f4" C•C O O O O 0 o 0 0 0 0 0 o o o 0 0 1-WHEN USED N CONJUNCTION WITH STANDARD CG-3 OR CG ]• THE CURB FACE ON THIS STANDARD IS
TO f!E ADJUSTED TO MATCH THE MOUNTABLE CURB AAq COIlFTCURATTON
O O D O O O 00 O p p O O O O S. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGTrEER. THEY ARf i0
0 0 0 O O O O O O O O O O O O BE PROVIDED AT NTERSECTIONS NREEREVER AN ACCESSIBLE ROUTE WNTHW THE RIGHT OF WAY OF A HKiIWAY
FACILITY CROSSES A CURB REGMDN.E55 OF WHE TITER S6EW►LfR 1S EXPSTIIIC. PROPOSED (R NONEXISTENT- THEY
O O O D O O O O o 0 0 0 p 0 0 MUST BE LOCATED WITWN PFXIESTRIAJ CROSSWRKS AS SHOWN ON PLANS OR AS DNiE�TED BY THE E'LI HR,
AND HOT BE LOCATED BEHaID VEHKTE STOP LINES: ppXISTNG LIGHT POLES, FIRE HYDRANTS. DROP
O O D O O p 00 0 0 0 0 0 0 0 • NLETS. TC. WlL AFFECT PLAPEMERT, ACCESSIBLE ROUTE IS pEFINEO AS A ODNT/aU0U5 -UNOBSTRUCTED
O O 0 O O 0 0 0 0 0 0 0 0 0 0 STABLE,FIRM AND YIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT LAN BE
APPROACHED. ENTERED AM USED BY PERSONS WITH MOBILITY IMPA RMENTS.
VARIABLE 9. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPR:TaI a PLACED
'•I' MNIIAUM• WITHIN THE LIARS OF THE CROSSWALK.
PAY UNITS
DETECTABLE WARNING TO' RTETIU�EMECNOTTNSC'ROEANTTWATE� WAVY TRUCK WHEN
TRAFFIC 7HE CONCRREETTE S ALK DEPTH SHOULD BELEASED
TAfL Tv >".
CG-12 DETECTABLE WARNING SURFACE SKCFJCJOM
-TYPE 'A (PERPENDICULAR) APPLICATION - 10 1U3.05 VIRCINIA DEPARTMENT OF TRANSPORTATION
SIGN POST W/ ACCESSIBILITY
SYMBOL & "VAN ACCESSIBLE"
SIGN MOUNTED BELOW
FACE OF CURB
1„ —1 -3/4"
NATIONAL
STANDARD
ACCESSIBILITY
SYMBOL
1-3/4"
3/4"
PAINTED
ON PAVEMENT
(YELLOW
REFLECTIVE)
4" PAINTED
V-6"
STRIPING
FRONT
O.C. AT 45° IN
OF RAMP
(YELLOW
REFLECTIVE)
2"
1-3/4"
1„
PAVEMENT
SLOPE
MAXIMUM
2% IN ALL
A.D.A. OR PER
LOCAL CODE
13'
PARKING TABULATIONS
TOTAL USEABLE FLOOR AREA = 6447
PARKING SPACE REQUIREMENTS = 1 PER 250 SQ.FT.
TOTAL NO. OF REQUIRED SPACES = 26
TOTAL NO. OF PROVIDED SPACES 63
NO. OF HANDICAP SPACES = 3
NO. OF LOADING SPACES PROVIDED = 1
LANDSCAPING TABULATIONS
TOTAL PARKING LOT AREA = 30,800 SQ.FT.
INTERIOIR LANDSCAPING AREA REQUIRED (5%) = 1540 SQ.FT,
INTERIOR LANDSCAPING AREA PROVIDED = 1635 SQ.ET.
N
SOILS LEGEND
41C
SYMBOL
NAME
HYDROLOGICAL GROUP
41 C
WEIKERT
C/D
41 D
WEIKERT
C/D
41 E
WEIKERT
C/D
18E
GAIN ESBORO-LEHEW COMPLEX
C
SOIL INFORMATION WAS TAKEN FROM THE "SOIL SURVEY OF FREDERICK
COUNTY, VIRGINIA" ISSUED JANUARY 1987 AND PROVIDED BY THE USDA.
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TABLE 3.32-C
SITE SPECIFIC SEEDING MIXTURES
FOR APPALACHIAN / MOUNTAIN AREA
Minimum Lawn Care
Per Acre
Commercial or Residential
200-250 tbs.
-Kentucky 31 or Turf Type Tall Fescue
90-100 %
-Improved Perennial Ryegrass *
0-10 %
-Kentucky Bluegrass
0-10 %
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia.
125 tbs.
General Slope (3:1 or less)
128 tbs.
Low -Maintenance Slope (Steeper than 3: 1)
108 tbs.
2 tbs.
20 tbs.
20 lbs.
150 tbs.
* Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby
providing cover and erosion resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding dates as stated below:
March, April through May 15th........................................Annual Rye
May 16th through August 15th.....................................Foxtail Millet
August 16th through September, October ........................Annual Rye
November through February ..............................................Winter Rye
*** If flatpea is used, increase to 30lbs./acre. All legume seed must be properly inoculated. Weeping
Lovegrass may also be included in any slope or low -maintenance mixture during warmer seeding
periods; add 10-201bs./acres in mixes.
TABLE 3.35-A
ORGANIC MULCH MATERIALS AND APPLICATION RATES
RATES:
MULCHES:
NOTES:
Per Acre
Per 1000 s .ft.
Straw or Hay
1.5-2 Tons
70-90 tbs.
Free from weeds and coarse
(Minimum 2
matter. Must be anchored.
tons for
Spread with mulch blower or
winter cover)
by hand.
Fiber Mulch
Minimum
35 tbs.
Do not use as a mulch for
1500lbs.
winter cover or during hot, dry
periods.* Apply as slurry.
Corn Stalks
4-6 tons
185-275 tbs.
Cut or shredded in 4-6"
lengths. Air-dried. Do not use
in fine turf areas. apply with a
mulch blower or by hand.
Wood Chips
4-6 tons
185-275 lbs.
Free of coarse matter.
Air-dried. Treat with 121bs.
Nitrogen per ton. Do not use in
fine turf areas. Apply with a
mulch blower, chip handler, or
by hand.
Bark Chips
50-70 cu. yds.
1-2 cu. yds.
Free of coarse matter.
or
Air-dried. Do not use in fine
Shredded
turf areas. Apply with a mulch
Bark
blower, chip handler, or by
hand.
* When fiber mulch is the only available mulch during periods when straw should be used,
apply at a minimum rate of 2000 lbs./ac. or 451bs./1000 s.f.
Source: Va. DSWC
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Planting Dates Species
Rate
lbs./acre
SEPT. I -FEB. 15 50/50 Mix of Annual Ryegrass
(Lolium multi-florum)
&
50-100
Cereal (Winter) Rye
(Secale cereale)
FEB. 16-APR. 30 Annual Ryegrass
60-100
(Lolium multi-flonun)
MAY 1 AUG. 31 German Millet
50
Setaria italica
Source: Va. DSWC
STORM DRAIN 3.0�-3 IP/46
INLET PROTECTION
BLOCK AND GRAVEL DROP INLET
SEDIMENT FILTER
WIRE SCREEN _ CONCRETE BLOCK
-
11�•
GRAVEL * FILTER
RUNOFF WIRE SCREEN
WATER FILTERED WATER
WITH OVERFLOW
SEDIMENT - ,
IIII
.�•. DROP INLET
WITH GRATE
SEDIMENT
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE
HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW
CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING
AROUND THE STRUCTURE.
* GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 44' 2. STAPLE WIRE FENCING TO THE POSTS
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
MIMIUN OF FAUNK; ANU MITRE MHO THE TRENCH
FLTER FABRIC
I-1 11=1 1=1 I I RE-1 11=
-1 I I -
Plate 3.05-1
EROSION AND SEDIMENT
CONTROL LEGEND
TEMPORARY STONE
3.02 CONSTRUCTION CE
ENTRANCE
3.07 STORM DRAIN IP
INLET PROTECTION
3.08 CULVERT CIP CI
INLET PROTECTION
3.18 OUTLET PROTECTION OP
3.20 ROCK CHECK DAM
3.05 SILT FENCE OSF X X X /X
LIMITS OF CLEARING
DRAINAGE DIVIDE
LOC
EROSION & SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
The purpose of this project is to upgrade the existing community building site. The site is located in the Gainesboro District of Frederick County, Virginia.
Approximately 0.47 acres will be disturbed for this project.
EXISTING SITE CONDITIONS
The proposed site consists of slopes ranging from 2 to 33%. The site consists of an existing community building including a gravel parking lot.
OFFSITE AREAS
No disturbance of any off -site areas will be required for this project.
SOILS
(See Sheet 2)
EROSION AND SEDIMENT CONTROL MEASURES
Unless otherwise indicated, all vegetative and structural erosion and sediment control practices; shall be constructed and maintained according to minimum standards
and specification of the handbook. The minimum standards of the VESCR shall be adhered to unless otherwise waived or approved by a variance.
No disturbed area shall be denuded for more than seven (7) days, except for that portion of the site in which work will be continuous beyond seven (7) days. All Silt
Fence and other perimeter controls as indicated on the plans, shall be placed in conjunction with clearing and prior to rough grading.
CONSTRUCTION SEQUENCING
1. Construction shall be sequenced so that grading operations can begin and end as quickly as possible.
2. Install permieter controls including silt fence and check dams.
3. Begin grading and removal of existing pavement where necessary.
4. Provide temporary seeding and mulching to all earthen perimeter controls immediately following grading.
5. Install inlet and outlet protection as storm structures are constructed.
6. Start re -vegetation as areas are brought to grade or stand idle for more than fourteen (14) days.
7. Stabilize the remainder of the disturbed area with permanent seeding.
8. When the site work is completed, remove all structural practices and apply permanent seeding to all disturbed areas.
PERMANENT STABILIZATION
All areas disturbed by construction shall be stabilized with permanent seeding immediately following finished grading. Seeding shall be done with Kentucky 31 Tall '-
Fescue according to Std. & Spec. 3.32, Permanent Seeding, of the handbook. Permanent seeded areas shall be protected during establishment with straw mulch.
MAINTENANCE
All measures are to be inspected daily by the site superintendent. Any damaged controls shall be repaired and/or replaced by the close of the day. No controls are
to be removed without the approval of the site inspector. The contractor shall be responsible for any damage or penalties caused by his failure to comply with the
erosion and sediment control program or the direction of the site inspector. The design engineer shall be notified of any changes to this program.
1. The check dams will be checked regularly for sediment and cleaned when necessary.
2. The silt fence barrier will be checked regularly for undermining or deterioration of the fabric. Sediment shall be removed when the level of sediment deposition
reaches half way to the top of the barrier.
3. The seeded area will be checked regularly to ensure that a good stand is maintained. Area should be fertilized and reseeded as needed.
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LEGEND:
--
PROPOSED STORM DRAIN
== --=�--
EXISTING STORM DRAIN
EXISTING CONTOUR
PROPOSED CONTOUR
O --
EXISTING SANITARY SEWER
O4—
PROPOSED SANITARY SEWER
W
EXISTING WATER LINE
W
PROPOSED WATER LINE
EXISTING TREE LINE
PROPOSED LIMITS OF LOC
CLEARING & GRADING
i
1
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Plant List
CG-6R CG-6 CURB TRANSITION
r
EXISTING TREE
RIPRAP
UTILITY PREBLAST
PROPOSED SIDEWALK
® WHEEL STOPS
............................
EXISTING PAVEMENT
±` EXISTING GRAVEL
PROPOSED PAVEMENT
PAVEMENT TO BE REMOVED AND
REPLACED WITH TOPSOIL AND MULCH
STAMPED CONCRETE SIDEWALK
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
Symbol Quantity Botanical Name (Common Name) Min. Size
Canopy trees to be selected from the following:
Acer Saccharum Sugar Maple 2" Cal.
8
C+)
Acer Rubrum Red Maple 2" Cal.
/
d�6Y
NOTE: FIRE
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GENERAL NOTES
1. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE LATEST EDITIONS OF THE VIRGINIA DEPARTMENT OF
TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS AND STANDARDS, THE VIRGINIA EROSION AND
SEDIMENT CONTROL REGULATIONS AND ANY OTHER STATE, FEDERAL OR LOCAL REGULATIONS APPLICABLE. IN THE
EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT
SHALL GOVERN.
2. ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST U.S. DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND
HEALTH ADMINISTRATION AND VOSH RULES AND REGULATIONS.
3. THE CONTRACTOR 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 UTILITY
COMPANY. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND IDENTIFY UTILITY FACILITIES OR
ITEMS WHICH MAY BE IN CONFLICT WITH THE PROPOSED CONSTRUCTION ACTIVITY.
4. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAINTAINING ADEQUATE ACCESS TO THE PROJECT FROM THE
ADJACENT PUBLIC ROADWAY THROUGH CONSTRUCTION AND MAINTENANCE OF A CONSTRUCTION ENTRANCE IN
ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, SECTION 3..02. FURTHERMORE,
ACCESS TO OTHER PROPERTIES AFFECTED BY THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION.
THE CONTRACTOR SHALL HAVE, WITHIN THE LIMITS OF THE PROJECT, AN EMPLOYEE CERTIFIED BY THE
DEPARTMENT OF CONSERVATION AND RECREATION IN EROSION AND SEDIMENT CONTROL WHO SHALL INSPECT
EROSION AND SILTATION CONTROL DEVICES AND MEASURES FOR PROPER INSTALLATION AND DEFICIENCIES
IMMEDIATELY AFTER EACH RAINFALL, AT LEAST DAILY DURING PROLONGED RAINFALL, AND WEEKLY WHEN NO
RAINFALL EVENT OCCURS.
5. CONTRACTOR SHALL ENSURE ADEQUATE DRAINAGE IS ACHIEVED AND MAINTAINED ON THE SITE DURING AND AT
THE END OF CONSTRUCTION.
6. ANY UNUSUAL SUBSURFACE CONDITIONS ENCOUNTERED DURING THE COURSE OF CONSTRUCTION SHALL BE
IMMEDIATELY BROUGHT TO THE ATTENTION OF THE DEVELOPER AND ENGINEER. WORK SHALL CEASE IN THAT
VICINITY UNTIL AN ADEQUATE DESIGN CAN BE DETERMINED BY THE ENGINEER.
7. ALL ROADWAY FILL, BASE, SUBSURFACE MATERIAL AND BACKFILL OR UTILITY SEWER TRENCHES SHALL BE
COMPACTED IN 6" 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 INSPECTOR, DENSITY TEST PERFORMED BY A QUALIFIED INDEPENDENT AGENCY SHALL
BE CONDUCTED AS REQUIRED IN THE VDOT ROAD AND BRIDGE SPECIFICATIONS.
8. AGGREGATE BASES AND SUB -BASES SHALL BE PLACED ON THE SUB -GRADE BY MEANS OF A MECHANICAL
SPREADER. DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP AS SPECIFIED IN.VDOT'S "ROAD
AND BRIDGE SPECIFICATIONS 304) AND VTM-10. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE
TESTS.
9. ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH THE LATEST EDITION VDOT'S "ROAD
AND BRIDGE SPECIFICATIONS" (SECTION 315). DENSITY WILL BE DETERMINED USING THE DENSITY CONTROL STRIP
AS SPECIFIED IN SECTION 315 AND VTM- 76. A CERTIFIED COMPACTION TECHNICIAN SHALL PERFORM THESE TESTS
10. TOPOGRAPHIC INFORMATION WAS DERIVED BASED UPON FIELD SURVEY PERFORMED BY URBAN ENGINEERING &
ASSOCIATES, INC., AND AERIAL PHOTOGRAPHY.
11. THE ROAD DESIGN HAS BEEN BASED UPON AN AVERAGE DAILY TRAFFIC VOLUME OF 430 VPD (43 LOTS X 10 TPO).
12. DAMAGE TO ANY EXISTING ENTRANCES, PAVEMENTS OF, OR OTHER EXISTING STRUCTURES NOT PROPOSED TO
BE DISTURBED WITH THIS DEVELOPMENT, WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST BE
REPAIRED TO SATISFACTION OF THE INDIVIDUAL PROPERTY OWNER.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A SMOOTH TRANSITION FROM EXISTING
CENTERLINE TO THE PROPOSED EDGE OF PAVEMENT.
T
14. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR AND EQUIPMENT AND PERFORM ALL WORK
INCLUDING RESTORATION FOR THE COMPLETED INSTALLATION OF THE UTILITY FACILITY READY FOR USE. UNLESS
OTHERWISE NOTED, SPECIFICATIONS FOR ALL THE WORK TO BE IN ACCORDANCE WITH APPLICABLE DEPARTMENT
OF HEALTH, LAKE HOLIDAY ESTATES UTILITY CO., FREDERICK COUNTY AND THE CONTRACT DOCUMENTS.
15. 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. THE DAMAGE SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL NOTIFY ALL
UTILITY COMPANIES 72 HOURS PRIOR TO CONSTRUCTION. CALL "MISS UTILITY" 1-800-257-7777.
16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION STAKEOUT. ALL DIMENSIONS, LOCATIONS
AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD BY EACH CONTRACTOR PRIOR TO BEGINNING THE WORK. CUT
SHEETS FOR THE CONSTRUCTION WILL BE APPROVED BY THE ENGINEER.
17. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS
AND SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE LAKE HOLIDAY ESTATES UTILITY CO'. THE
CONTRACTOR SHALL COORDINATE WITH THIS AGENCY AND ARRANGE FOR INSPECTION BY THEM AS NECESSARY.
18. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR THIS WORK AND PAY ALL ASSOCIATED FEES
19. THE CONTRACTOR SHALL EMPLOY EROSION CONTROL DEVICES AND METHODS AS REQUIRED TO MEET THE
INTENT OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. ALL AREAS TO SEEDED IMMEDIATELY
UPON ESTABLISHING FINISHED GRADE. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN 60 CALENDAR DAYS.
20. CONTRACTOR TO CLEAN UP AND RESTORE DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK IN
AFFECTED AREAS.
21. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
22. EXACT LOCATION OF SEWER SERVICES TO BE DIRECTED BY THE LAKE HOLIDAY ESTATES UTILITY INSPECTOR IN
THE FIELD. CONTRACTOR TO PROVIDE ASSISTANCE TO THE INSPECTOR AS MAY BE REQUIRED IN THIS EFFORT.
23. CONTRACTOR RESPONSIBLE FOR ADJUSTMENT OF ALL EXISTING UTILITIES TO MEET PROPOSED ELEVATIONS.
24. AS BUILD PLANS TO BE PROVIDED BY CONTRACTOR AND/OR DEVELOPER AT COMPLETION AND ACCEPTANCE OF
WORK.
CONTACT "MISS UTILITY" AT
1-800-257-7777
PRIOR TO COMMENCING WORK
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
4_11PITE PLAN
lorm-1ml
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SCALE: 1 "= 2000'
ti r PLAN
A I'Esov,EU
LAKE HOLIDAY ESTATES UTILITY COMMISSION ACCEPTANCE
DATE
PROJECT: LAKE HOLIDAY CLUBHOUSE RENOVATION
FREDERICK COUNTY, VA
OWNER/DEVELOPER: LAKE HOLIDAY, LLC
100 LAKE HOLIDAY ROAD
CROSS JUNCTION, VA 22625
CONTACT# (540) 888-9310
ENGINEER/SURVEYOR: URBAN ENGINEERING & ASSOCIATES, INC.
210 FRONT ROYAL PIKE
WINCHESTER, VA 22602
TELEPHONE # 540-450-0211
ZONING: RESIDENTIAL RECREATIONAL COMMUNITY DISTRICT (R5)
PROPOSED USE: ASSEMBLY
CURRENT USE-. STORAGE
TOTAL PARCEL ACREAGE = 11.94 ACRES
TOTAL DISTURBED ACREAGE = 0.25 ACRES
TOTAL NUMBER OF PROPOSED LOTS = 1
LOT TO BE SERVED BY PUBLIC WATER AND SEWER.
NO TITLE REPORT FURNISHED.
UTILITY COMPANY: LAKE HOLIDAY ESTATES UTILITY COMMISSION
CONTACT# (540) 888-3549
SHEET INDEX
1. COVER SHEET
2. PLAN STATUS AND MISCELLANEOUS DETAILS
2A. E&S CONTROL - SEEDING SCHEDULE
3. GRADING PLAN
RESPONABILE LAND DISTURBER
DEFINITION: (1) LICENCED PROFESSIONAL ENGINEER, (2) RESPONSIBLE LAND DISTURBER (RLD), OR (3) OTHER KNOWLEDGEABLE
PERSON WHO (i) HOLDS A CERTIFICATE OF COMPETENCE FROM THE BOARD IN AREA OF PROJECT INSPECTION; OR (ii) IS
ENROLLED ON BOARD'S TRAINING PROGRAM FOR PROJECT INSPECTION OR COMBINED ADMINISTRATOR AND SUCCESSFULLY
COMPLETES SUCH PROGRAM WITHIN ONE YEAR OF ENROLEMENT)
SIGNATURE
REGISTRATION DATE
APPROVED BY THE FREDERICK COUNTY ZONING ADMINISTRATOR
DATE
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SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE
SP-20157
6" DIA. PIPE FILLED PLAN STATUS
L W/ CONCRETE. PAINT
AND(1O2)CCOA SRENAMEOAT PIMER LID DATE DESCRIPTION
-- o TRAFFIC YELLOW
>> >>
F
N 0 PARKING SIGN LEGEND � SURFACE 8/16/06 FIRST SUBMISSION
CARL SMS ET AL
.� FFINISHED 9/18/06 RESUBMISSION TO PUBLIC WORKS DEPARTMENT
! 526 NIF
P
j OBSA81((3A)) (5 D M• FG•E4� Z 5/01/07 FINAwn , 4/25/07 FIRE MASUBMISSIONSSIO FREDERICK COUNTY 0
i.M• ZONE: R TIA� �pB 77 �-,P 5)-485 SIGN TYPE A SIGN TYPE C
RESIDEN A3'lx3A))"( �Z o PLANNING DEPARTMENT � v)
ZONE: ENTIAL
USE• T.M.18 R5
RESIO � CAST PIPE IN � [�
USE. N O N O CONCRETE FOOTER o
PARKING PARKING i
F UX OR OR
�" 6"
R SNAUGNNEs553i STANDING STANDING 1 8"
GREGUpB 866' 3A))"(5) 114
T.M.18A3"(( FIRE LANE FIRE LANE PIPE BOLLARD
ZONE IDENTIA►
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USE• , Q
p�cF E1UX TRASH ENCLOSURE PLAN z
RAY E68, PG. 483 STANDARD WORDING WITH AN STANDARD WORDING WITH AN �•
DB18 3A))R5) ARROW AT BOTTOM POINTING ARROW AT BOTTOM POINTING N.
T.M.18A3'(( R5 � 8' HIGH, BOARD ON BOARD FENCING
ZONE' IDENTIAE TO THE RIGHT. ONE SIGN TO THE LEFT. ONE SIGN \ o \\�\
USE. MOUNTED PARALLEL TO THE MOUNTED PARALLEL TO THE ' z C°Co"c)
LINE OF CURBING OR THE LINE OF CURBING OR THE �° - 00cy) -,I- Ln
NIF ET•UX PAVEMENT EDGE AT END OF PAVEMENT EDGE AT END OF o.
MARBC1pNRP�R'57482 PAINTED AREA. PAINTED AREA. 0 U
D () _ x
3A))
T.M.18�ON(E R5 AL 12.5 X 125 6 CONCRETE p
SIDENI PAD ON COMPACTED MATERIAL I� w
USE: RE NIF
19' X 12.5' - 6" CONCRETE PAD
ETgg% W/ STEEL MESH REINFORCMENTON
BENJAMIN�: EssEE, I COMPACTED MATERIAL
T 5 481
INS 18A3'((3A)) RS)/ >� - j BOLLARD DETAIL (TYP. OF 2) o
I.M. ZONE: N PA
RESIDE F CENTER IN SPACE, 6'-0" O.C. VD F N o
USE: N/TF ZER,[TUX 12" AWAY FROM BACK WALL H
J.T. 0660
449 PG• ?p
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~-t I pg. 3A))"(5) ! NOTE.- REFER TO SITE PLAN DRAWINGS FOR EXACT ` 8 0
18A3"(( x o
1 T.M• j LOCATION OF TRASH ENCLOSURE. 04
ZONE:
USE. NIF EL, ET•AL w
v� M. NENK 009211
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NO 030 N Q o x
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RESIDE 1� I
USE: NIF INC, ET.AL F a
CLUB, N� ET AL I
LAKE NO-L590 PG. 56478 E NANEYI q03 \ W
D8 590, 3A))"(5)" pB 599, PG;(5)-411 NIF MING, ET-11 \
5 � z
�. i.M.1 NE. R5 AE i8A3'((3A)) UNE JONES G 1630.. NIF T.UX
T.M. E INSERTABLE SHEET A59 w1
Z RESIDENTI ZONE' R5 TIAL JACOUE �52, P 476 1Y, M.12 A @P' WHERE STD. CG-3 OR i--�
USE E• RESIDEN DB 8p3"((3A))-(5" LCNARD E. M MC
Ap01168 ��5 �, ® PARKING TABULATIONS
PERMISSIBLE CG-7 15 USED, B''O" s'-D" t--t
1 ^� _ 1Z�1 MAX. 4Etl MA7I.
USE: 1.M• ZONE: R5TLAE R INST No' 3A))�(5)� JOINT 0Rp DCGOB2 G,.
CONSTRUCTION
` <• y 2Dt1 s5 DOWELS, 8"-LUNG
USE: RESIDE TM 18AZONE: RSTIAE ,9 t ~_ °,�..G_G ERMISSBLE TOTAL USEABLE FLOOR AREA — 6447
ZONE:
a42�ti B,� N; SECTION A -A CONSTRUCTION
USE: @ B MAX g REQUIREMENTS = 1 PER 250 SQ.FT.
" '°�' °P` '°`' M�`I"`� J°'N' PARKING SPACE A C E
"SE TION B-8 R TOTAL NO. OF REQUIRED SPACES = 26
TRUNCATED COMES A 4'9CUARE LANDING
AREA GUT$QEOF Y TOTAL NO. OF PROVIDED SPACES = 63
�APROVIDDED,''LL ♦ 1 � � 1 �
a \� '° o NO. OF HANDICAP SPACES = 3 ���' �, 00
V) NO. OF LOADING SPACES PROVIDED = 1
I
aN'sti• o I �? TANGENT PLAN a
mom♦
I f CROSSWALK o CR SSW K ♦ O C�2
0 NIF ET.UX = R iI "� B B LANDSCAPING TABULATIONS - ti Q) a
LTERS, TYPICAL PLACEMENT CROSSWALK TYPICAL PLACEMENT \
MES K• WA PG. 351 454�� 5 AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION
I �. JA D6.41 , ,(4)' i D.�M WITHIN CROSSWALK WITHIN CROSSWALK p \ p
-((3A)) + TYPE A (PERPENDICULAR) APPLICATION TOTAL BUFFEp�Rp STRIP) TOTAL PARKING LOT AREA = 30,800 SQ.FT. z
T. 160ONE R5 TIRE ALTERATIONS (.a WIDE)REgUI EOLAiT f� oc'RU GxaF"TpTHAT N�AUM C IWPSLENGTHBFEE'�7 FOR NE'W
NUTESS CONSTRUCTION,6 FEET FOR ALTERATXBS. —
nMP ( ', Z RESIDEN I, DETECTABLE WARNING TO BE CLASS A-3 CONCRETL (CLASS A-4 IF PRECASTI Y1VTH SLIP RESISTANT INTEGRAL I N T E IR I O I R LANDSCAPING AREA REQUIRED (5 %) - 1540 S Q . E T. 00 ^ Qgo
USE. •• uln. SURFACE COVERING THE FULL WEITH OF THE RAMP FLOOR T!Y 2 FOOT IN LENGTH N TTE DIRECTION OF TRAMTl.000OO 1 1
OTHER TYPES OF MATERIAL. WITH THE TRUNCATED DOME DETECTABLE WARNING MAY BE USED VAT" THE APPROVAL INTERIOR LANDSCAPING AREA PROVIDED = 1635 SQ.FT.
DI0. OF THE ENGINEER.
z I 1 2. THE DETECTABLE WA SHALL BE PROVIDED BY TRUNGATED DOMES. TRUNCATED DOMES TO BE STAMPED
TRUNCATED DOME F C1�S T-F2-PLACE OR piRECAST H TOP SURFACE. THE COLOR Of 7HE DETECTABLE 1YARN NG SECTION SHALL BE A
DETAIL CON! TTRG COLOR WITH THE ADJACENT $U(FkES RADJ/10ENT SURFACES roOLU�s FLARED SIMS).
i 3. SLOPING SIDES OF CURB RAMP MAY BEPOURED MONOLITHICALLY W17H RMP FLOOR OR BY Lf7NG PERMISSIBLE
Np04 P 1N� I 2%11 C•C TRUNCATED DOME CONSTRUCTION JOINT WITH REQUIRED BARS.
CAN BE CAST N ACE AFTER PL ACEMEN7 OF PRECAST RAMP FLOOR, PRECAST CONCRETE SHALL BE CLASS A-4.
O O 4. F RAMP FLOOR IS %CAggSFET HOLES MUST BE PROVIDED FCR DOWEL BARS SO THAT MMOIMNO FLARED SIDES
b O b o 0 o O O O 0 O 5' FEOOR u�D 5 HARE TRAMP FLOOR. I PLACED
LA ED f CENT rR 'TO ENTER ALONG BOTH SIDES OF THE RAMP
6.CURBACURB AND GUTTER SLOPE TRANSITIONS ADJACENI TO CURB RAMPS ARE ACLUDEEI IN PAYMENT
O O O O 0 0 0 0 0 0 0 0 0010 b FOR CURB/CURB AND GUTTER.
2Tifi• C•C O O O 0 O 0 O O O O O O O O 0 o I- WHEN USED N CONJUNCTION WITH STANDARD CG-3 OR CG-7, TFE CURB FACE ON THS STANDARD (S �
TO ADJUSTED TO MATCH THE MOUNTABLE CURD AMD COFt7g1RAT1ON. o
O O a O O O 00 o O O O Do b ^I B. C(liB RAMPS( ARE 70 BE LOCATED AS SxOnN GN THE PLAYS OR AS ORECTEp BY 7FIE ENGREER. THEY ARE TO O
4 0 p 0 0 0 0 0 O 00 0 00 0 FAICILITY CROSSES A CURB REGNROLE55 OF WHETHER SIDEWALK 5 EX1571NG. PROPOSED NONEXISTT:(TT- THEY N
j I / BE PROVT]ED AT INTERSECTIONS WHEREVER AM ACCES91BLE ROUTE WTHW THE RIGHT pF WAY Of A HM"I, iTTAY
,t O 00 O O O 00 O O O O O O O MUST BE LOCATED WITHIN PEAESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS OREZ7Ep BY THE ENGINEER,
`! AND NDT BE LOCATED BEN 0I. VEHICTE STOP LINES: li E%15TNG LIGHT POLES, FIRE HYDRANTS. DROP
TENNIS CQURj / O O O O O O 00 O O O O O O O En
STABLE. FANWA40 SUPCRE STTANI PATH CONNECCTINGISSISLEO A" ACCESSIBLE ELEMENTS OF A FACT TY THAT Dem am (/]
0 0 0 0 0 0 00 0 00 0 0 0 0 APPROACHED• ENTERED AND USED BY PERSONS TRTH MOBILITY IMPAIRMENTS,
VARIPBLE 9. RAMPS MAY LIMITS
PLACED ON RADIAL AL TIWCENTIAL SECTIONS PROVIDED THAT THE CURB OPE7RYYC .IS PLACCO tr-,
Y ULOT. 1YTHN THE LAAITS OF THE CROSSWALK. +. `J
• � i PAY LaWTS .. -
�p I / I DETECTABLE WARNING 1O� AIL gQPTNOT ACCOMMODATE THE 7(fti;NO
IREMEOAL N SRE' SIDEWALK IS V' Or ANTrMPAT D FEAVY<TRUC KTRAFFIIC THE N THE ACOHCRETE SICE µOEYAALK DEPTH SHOULD BE INLTiEASED 41
GG-12 DETECTABLE WARNING .SURFACE
I D Y.3AD3 TYPE 'A (PERPENDICULAR) APPLICATION ID
[—�
® 2DS.O5 VIRGINIA DEPARTMENT OF TRANSPORTATiDN
e C
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DISABLED PARKING STALL 41 w 0 �
0 �
w 1-�
3 HANDICAP RAMP SIGN POST W/ ACCESSIBILITY o 18E 41D
/ (NO SCALE) SYMBOL & "VAN ACCESSIBLE"
= �. 12° SIGN MOUNTED BELOW O
FACE OF CURB �. O
o 4 LB./PT. "U" " NATIONAL STANDARD
DMV PERMIT 1-3/4 """cr
ow CHANNEL 1" ACCESSIBILITY SYMBOL
A BF PER AR cH. OwGS.
\ r.R r (GALVANIZED) REQUIRED 1-3/4" -� (-� [� Z U II
_Ip 540.7 2_ FF PER _ 36 3/8" 3/4" PAINTED ON PAVEMENT u ' -i
(YELLOW REFLECTIVE)
/ r
c @ 1" 0. C. o �I�. wTjE ti Q
LEGEND. i oJ-1 ° j 1-13/16 18 7" 4" PAINTED STRIPING
v� _„
- - SITE w FRONT OF AMPS IN
H
�p (YELLOW REFLECTIVE) WATER
C HANDICAPED PARKING SIDEWALK O t ."M� L OR 2 _ 1
PFIN. GRADE
SIGNS 100 »FINE 1>, 1-3/4" � l
\ 1 2 6 2 1 11 PAVEMENT MAXIMUM � V
SIGN SLOPE 2% IN ALL
DIRECTIONS VAN ACCESSIBLE ` -
'A' TYPE "A" FIRE LANE SIGN 18„ NUT AND VAN 60" MIN. o
LOCK WASHER ACCESSIBLE PER A.D.A.
TYPE "C' FIRE LANE SIGN �6" SOILS LEGEND
{ 5/16" MACHINE
CONCRETE SCREW OR BOLTL W
96" MIN. PER SYMBOL NAME HYDROLOGICAL GROUP �]
PARKING LOT PAVEMENT �r_�r_.:,.:�:_.._.�._�._.�, 4" SUBBASE VDOT STD. GR-21A POST MOUNTING A.D.A. OR PER U
—COMPACTED SUBGRADE N.T.S PARTIAL ELEVATION LOCAL CODE 41 C WEIKERT C/D
(COMPACTED TO 95% DENSITY N.T.S N.T.S
AT VDOTPVTM—MMOISTURE 1 METHOD) CONTENT
41 D WEIKERT C/D
ACCESS AND LOADING AREA PAVEMENT CONCRETE WALK TYPICAL SECTION 41 E WEIKERT C/D SHEET
2
18E GAIN ESBORO-LEHEW COMPLEX C OF
STAMPED CONCRETE WALK SOIL INFORMATION WAS TAKEN FROM THE "SOIL SURVEY OF FREDERICK 3
COUNTY, VIRGINIA" ISSUED JANUARY 1987 AND PROVIDED BY THE USDA.
SP-20157
TABLE 3.32-C
SITE SPECIFIC SEEDING MIXTURES
FOR APPALACMN / MOUNTAIN AREA
Total lbs.
Minimum Lawn Care
Per Acre
Commercial or Residential
200-2501bs.
-Kentucky 31 or Turf Type Tall Fescue
90-100 %
-Improved Perennial Ryegrass *
0-10 %
-Kentucky Bluegrass
0-10 %
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia.
125 lbs.
General Slope (3:1 or less)
128 Ibs.
Low -Maintenance Slope (Steeper than 3: 1)
108 lbs.
2 lbs.
20 lbs.
20 lbs.
150 lbs.
* Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby
providing cover and erosion resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding dates as stated below:
March, April through May 15th........................................Annual Rye
May 16th through August 15th.....................................Foxtail Millet
August 16th through September, October ........................Annual Rye
November through February ..............................................Winter Rye
*** If flatpea is used, increase to 30lbs./acre. All legume seed must be properly inoculated. Weeping
Lovegrass may also be included in any slope or low -maintenance mixture during warmer seeding
periods; add 10-20lbs./acres in mixes.
TABLE 3.31-13
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Planting Dates Species
Rate
(lbs./acre)
SEPT.1-FEB. 15 50/50 Mix of Annual Ryegrass
(Lolium multi-florum)
&
50-100
Cereal (Winter) Rye
(Secale cereale)
FEB.16-APR. 30 Annual Ryegrass
60-100
(Lobum multi-florum)
MAY 1-AUG. 31 German Millet
50
Setaria italica
Source: Va. DSWC
BLOCKSTORM DRAIN 3.07-3
INLET PROTECTION
-•. INLET
BLOCKSEDIMENT FILTER
WIRE SCREEN CONCRETE
�:� as �'• •,
GRAVEL
-
-
RUNOFF WIRE SCREEN FILTERED WATER
WATE
WITH
• •
SEDIMENT--,:,
DROP INLET
WITH GRATE
SEDIMENT
•I-----_llllll= tea,, �.■.■.■.■.■.■.■
i
IIIIII
SPECIFIC APPLICATION
METHODTHIS OF PROTECTION IS APPLICABLE •
HEAVY•WS ARE EXPECTED AND WHERE OVERFLOW
CAPACITY IS NECESSARY TO PREVENT PONDING
AROUND THE STRUCTURE.
GRAVEL SHALL C DO OR #5 COARSEAGGREGATE
CONSTRUCTION OF A SILT FENCE
( WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4'x4' 2. STAPLE (MIRE FENCING TO THE POSTS
TRENCH UPSL.OPE ALONG THE LINE
OF POSTS.
n n n
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH
4. BACKFI.L AND COMPACT THE
EXCAVATED SOIL.
Plate 3.05-1
EROSION AND SEDIMENT
CONTROL LEGEND
TEMPORARY STONE
3.02 CONSTRUCTION CE
ENTRANCE
3.07 STORM DRAIN IP
INLET PROTECTION
3.08 CULVERT CIP CI
INLET PROTECTION
3.18 OUTLET PROTECTION OP
3.20 ROCK CHECK DAM e
3.05 SILT FENCE SF X X X '
LIMITS OF CLEARING
e
DRAINAGE DIVIDE <_
EROSION & SEDIMENT CONTROL NARRATIVE
PROJECT DESCRIPTION
The purpose of this project is to upgrade the existing community building site. The site is located in the Gainesboro District of Frederick County, Virginia.
Approximately 0.47 acres will be disturbed for this project.
EXISTING SITE CONDITIONS
The proposed site consists of slopes ranging from 2 to 33%. The site consists of an existing community building including a gravel parking lot.
OFFSITE AREAS
No disturbance of any off -site areas will be required for this project.
SOILS
(See Sheet 2)
EROSION AND SEDIMENT CONTROL MEASURES
Unless otherwise indicated, all vegetative and structural erosion and sediment control practices shall be constructed and maintained according to minimum standards
and specification of the handbook. The minimum standards of the VESCR shall be adhered to unless otherwise waived or approved by a variance.
No disturbed area shall be denuded for more than seven (7) days, except for that portion of the site in which work will be continuous beyond seven (7) days. All Silt
Fence and other perimeter controls as indicated on the plans, shall be placed in conjunction with clearing and prior to rough grading.
CONSTRUCTION SEQUENCING
1. Construction shall be sequenced so that grading operations can begin and end as quickly as possible.
2. Install permieter controls including silt fence and check dams.
3. Begin grading and removal of existing pavement where necessary.
4. Provide temporary seeding and mulching to all earthen perimeter controls immediately following grading.
5. Install inlet and outlet protection as storm structures are constructed.
6. Start re -vegetation as areas are brought to grade or stand idle for more than fourteen (14) days.
7. Stabilize the remainder of the disturbed area with permanent seeding.
8. When the site work is completed, remove all structural practices and apply permanent seeding to all disturbed areas.
PERMANENT STABILIZATION
All areas disturbed by construction shall be stabilized with permanent seeding immediately following finished grading. Seeding shall be done with Kentucky 31 Tall
Fescue according to Std. & Spec. 3.32, Permanent Seeding, of the handbook. Permanent seeded areas shall be protected during establishment with straw mulch.
MAINTENANCE
All measures are to be inspected daily by the site superintendent. Any damaged controls shall be repaired and/or replaced by the close of the day. No controls are
to be removed without the approval of the site inspector. The contractor shall be responsible for any damage or penalties caused by his failure to comply with the
erosion and sediment control program or the direction of the site inspector. The design engineer shall be notified of any changes to this program.
1. The check dams will be checked regularly for sediment and cleaned when necessary.
2. The silt fence barrier will be checked regularly for undermining or deterioration of the fabric. Sediment shall be removed when the level of sediment deposition
reaches half way to the top of the barrier.
3. The seeded area will be checked regularly to ensure that a good stand is maintained. Area should be fertilized and reseeded as needed.
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( IN FEET )
1 inch = 30 ft.
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LEGEND:
PROPOSED STORM DRAIN
EXISTING STORM DRAIN
EXISTING CONTOUR
i
PROPOSED CONTOUR
Ot*-- EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
W EXISTING WATER LINE
I W PROPOSED WATER LINE
I EXISTING TREE LINE
PROPOSED LIMITS OF LOC
CLEARING & GRADING
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Plant List
CG-6R CG-6 CURB TRANSITION
EXISTING TREE
RIPRAP
UTILITY PREBLAST
PROPOSED SIDEWALK
® WHEEL STOPS
STAMPED CONCRETE SIDEWALK
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
80
Symbol Quantity Botanical Name (Common Name) Min. Size
Canopy trees to be selected from the following:
Acer Saccharum Sugar Maple 2" Cal.
8
C+)
Acer Rubrum Red Maple 2" Cal.
Ft
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60
lb
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RAGE TO BE PROVIDED BY FIRE HYDRANT ADJACENT TO DOCK
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SP-20157