HomeMy WebLinkAbout53-99 Pentecostal Holiness Church (addition) - Stonewall - Backfile (2)ABBREVIATIONS
ASSY.
ASSEMBLY
BF
BASEMENT FLOOR
BILK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BSBD.
BASEBOARD
C&G
CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CMF
CONCRETE MONUMENT FOUND
CPP
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
FF
FIRST FLOOR
FFE
FINISHED FLOOR ELEVATION
FDC
FIRE DEPARTMENT CONNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
Go
GAUGE
GM
GAS METER
GV
GAS VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6' HEADER CURB
HP
HIGH PINT
HTR
HEATER
IPF
IRON PIPE FOUND
IPS
IRON PIPE SET
INV
INVERT
LP
LOW POINT
LT
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI -PRODUCT DISPENSER
MB
MAIL BOX
MH
MANHOLE
MSP
METAL SIGN POST
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NRT
NO RIGHT TURN
NTS
NOT TO SCALE
OHE
OVERHEAD ELECTRIC
❑HT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
RD
ROOF DRAIN
RED.
REDUCER
R.D.
ROCK OUTCROP
SAN
SANITARY
STD
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R
TO BE REMOVED
T.B.P
TO BE PRESERVED
TB
THRUST BLOCK
TC
TOP OF CURB
TEL
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP
TYPICAL
UGE
UNDERGROUND ELECTRIC
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WSP
WOOD SIGN POST
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R RADIUS IN FEET
x00.00 PROPOSED SPOT ELEVATION
x(00.00) EXISTING SPOT ELEVATION
CONSTRUCTION NOTES
VIRGINIA DEPARTMENT OF TRANSPORTATION
REV 7/95 STAUNTON DISTRICT
GENERAL NOTES FOR ENTRANCE PLANS
VDOT GENERAL NOTES.
V1 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.
V2 ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST US.
DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH
ADMINISTRATION AND VOSH RULES & REGULATIONS.
V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC
CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN
ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK
AREA PROTECTION MANUAL. FURTHERMORE, ALL TRAFFIC
CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH
VDOT'S JANUARY. 1994 (OR LATEST EDITION OF) ROAD &
BRIDGE SPECIFICATIONS, SECTION 104 04-C
V4 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO
REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE
SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT.
V5 PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE
RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE
PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY.
V6 IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A
PRECONSTRUCTION CONFERENCE MUST 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
V7 CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY
OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY
UNDETERMINED LENGTH OF TIME VDOT WILL ALSO REQUIRE
48 HOURS NOTICE FOR ANY INSPECTION
V8 THE CONTRATOR 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 & SEDIMENT CONTROL HANDBOOK, SEC 3.02
FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY
THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION
1 The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be
responsible for determining the exact location of all utilities before commencing work and for any damages which occur by
the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than those shown on
these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the
facility and assure the continuance of service.
2 The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of
approved plans and revisions shall be kept on -site at oil times.
3 Cut and fill slopes shall not exceed 2-horizontol to 1-verticol unless otherwise called for on the plans
4 Controlled Fills
A. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other areas as
designated on the plans.
B. Controlled fills shall be compacted to 95% density as determined by methods per standard proctor ASTM D
698. Density shall be verified by a qualified soils engineer
C. Controlled fills shall be compacted in 8 inch Ilfts (loose thickness) to the specified density, beginning from the
existing ground surface, unless otherwise approved in writing by o qualified soils engineer
D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil
The area is then to be scarified and compacted to a depth of 6 inches to the same density as the controlled fill to be
placed thereon.
E Fill material shall be taken from approved borrow areas. It shot( be clean soil, free of roots, woody vegetation,
oversized stones, rocks, sandy soil, or other objectionable material.
5. Blasting is not permitted within 25 feet of existing utilities without owner permission
6 Storm sewer and pavement materials called for on the plans refer to standard VDOT designations
7. BENCHMARK three nails in wood power pole adjacent to the existing parking lot - elevation = 101,26.
8. All radii indicate edge of grovel, edge of pavement or face of curb as applicable
9. Fire lanes shall be delineated as directed by the Frederick County Fire Marshal.
10. The CONTRACTOR shall obtain permission from adjoining property owners prior to conducting any off site
construction activities.
11. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as
necessary.
12. All site and building lighting shall be installed to avoid spill -over onto adjoining properties.
13 Remove trees, shrubs, grass and other vegetation, improvements, or obstructions as required to permit installation of
new construction. Preserve existing vegetation as called for on the plans. Remove similar items elsewhere on site or
premises as specifically indicated. 'Removal' includes digging out and off -site disposing of stumps and roots. Cut minor
roots and branches of trees indicated to remain in a clean and careful manner, where such roots and branches obstruct
installation of new construction.
14. Topsoil is defined as friable cloy loam surface soil found in a depth of not less than 4 inches. Satisfactory topsoil is
reasonably free of subsoil, cloy lumps, stones, and other objects over 2 inches in diameter, and without weeds, roots, and
other objectionable material. Strip topsoil to whatever depths encountered in o manner to prevent intermingling with
underlying subsoil or other objectionable material. Stockpile topsoil in storage piles in areas indicated or directed. Construct
storage piles to provide free drainage of surface water. Cover storage piles, if required, to prevent wind erosion
15. Clear site of trees, shrubs and other vegetation, except for those indicated to be preserved. Completely remove
stumps, roots and other debris protruding through ground surface. Fill depressions caused by clearing and grubbing
operations with satisfactory soil material, unless further excavation or earthwork is indicated.
16. Burning of excess materials will not be permitted on the property.
17 Remove waste materials and unsuitable soil from Owner's property.
18. The CONTRACTOR shall obtain a Land Disturbance Permit from the Frederick County Public Works Department
prior to initiating any site work.
GENERAL NOTES
1, The property delineated on this plan is located on Route 11 near Stephenson in the Stonewall Magisterial District in
the County of Frederick, Virginia. The owner of the property proposes to construct on addition to the existing church
facility on the 2.12 acre tract.
2. Property Owr)er7 Contact: Pastor Ron Neff
Pentecostal Holiness Church
P 0. Box 52
Stephenson, VA 22656 Telephone: 540-662-7426
4. Engineer/Landscape Architect Contact: Mr. John Lewis
PAINTER-LEWIS, P.L.C.
302 South Braddock Street, Suite 200
Winchester, Virginia 22601 Telephone: (540) 662-5792
5. Property boundary and topographic information shown on these plans was taken from available information.
6. Site Doto
Parcel Area 2.12 acres
PIN: 44((A))52
Zoning: RA
Use church
Front Yard Setback Required - 30.00' Provided - 30.0'+(BY VARIANCE #020-77, GRANTED 10/18/77)
Rear Yard Setback Required - 50' @residential Provided - no
Side Yard Setback Required - 50'@residential Provided - 56'+
Maximum Building Height: Allowed - 35' Proposed -28'
Maximum FAR: Allowed - 1.0
Existing Buildings = 5500 sf Proposed Building = 5270 sf
Proposed Total Floor Area = 10,770 sf = 0.1166 FAR
7. Parking Space Requirements
Property Line Setbock Required - 5' Provided - 5'+
Church with 200 seats Required - 1 space per 3 seats = 67 spaces
Provided - 67 spaces including 3 ADA spaces
Loading Space Requirements Required - none
8. Handicap Accessibility:
HC parking spaces shall have a maximum slope of 1:50.
HC ramps on the site shall hove detectable warning surface per ADAAG 4.7 and 4.29
HC ramps off site shall be constructed at the direction of the VDOT inspector.
9. Buffering Requirements:
No buffering or landscaping is required. Adjacent properties are commercial except for 44-A-50A which is screened
by existing parsonage.
10. Environmental Features
Wetlands - None
Flood plains - None
Sinkholes - No sinkholes have been identified on this site
Steep Slopes - None
Woodlands -No woodlands have been identified on this site. Woodlands are generally defined by the Frederick
County Code as including largely mature trees in groves greater than 1/4 acre. The wooded area of the site contains
immature second growth deciduous vegetation with some scattered larger trees.
11. Storm water management is provided by a detention facility constructed on the property of Cutshaw Enterprises, Inc.
See the report by Pointer -Lewis, PLC titled 'STORM WATER MANAGEMENT REPORT'; Allied Wood Products, dated
July 6, 1998.
EROSION AND SILTATION CONTROL NARRATIVE
Project Description
The developer proposes to build a church addition on a 2,12 acre parcel. The total area of disturbance on the parcel is
approximately 25,000 square feet. Storm water runoff will discharge overland to the northeast and to on existing
storm water detention pond. Site grading will include the importation of fill material to bring the site up to the proposed
grades.
Existing Site Conditions
The site is currently occupied by a church. Slopes range from 1.0 % to approximately 5.0%,
Adjacent Areas
The site is bordered on the east by the Route 11 right-of-way. To the south is a residential lot and Allied Wood
Products. The area to the north and west is the commercial
Off -site Areas
With the exception of borrow operations, no off site disturbance or construction activities are anticipated
Critical Areas
None are identified.
Storm Water Discharge -Adequate Channel
The runoff from the site will generally be sheet flow.
Erosion and Sediment Control Measures
3.05 Silt fence will be installed in one location downstream from the construction area as a First measure of construction.
Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be
made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be
removed) after each storm event They must be removed when deposits reach approximately one-half the height of the
barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the
existing grade and stabilized.
3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and all
areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of
greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, the
seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with
the schedule included herein.
3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The
anticipated time for construction completion is September 1999.
3.35 All seeded areas will be mulched in accordance with the schedule included herein.
Temporary Seeding
SEED TYPE RATE MIN. PURITY(%) MIN GERM.(%)
Sept 1 - Feb 15:
Annual Ryegross 50 Ib/oc 98 85
Winter Rye 50 lb/oc 98 85
May 1 - Aug 31
German Millet 50 lb/oc 98 85
or
Feb 16 - Apr 30:
Annual ryegrass 75 lb/ac 98 85
Mulch 1.5 ton/oc small grain straw
Fer tilizer 1000 Ib/oc 10-10-10
Permanent Stabilization
The contractor shall stabilize oil denuded land within 7 days after the end of construction. Permanent stobilization shall be
applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be
stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and
permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The
contractor shall establish vegetation on all areas not otherwise stabilized according the following specification
Seedbed Preparation
o. Scarify top V to 2' of soil after final grades hove been achieved
b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf ).
SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%)
Tau fescue 60 lb.ac 97 85
Red clover 8 lb/ac 95 65
Ladino clover 8 Ib/oc 95 65
Nurse Grass -(season dependent)
Sept 1 - Feb 15
Annual Ryegross 12 Ib/oc 98 85
Winter Rye 12 Ib/oc 98 85
May 1 - Aug 31
German Millet 12 Ib/oc 98 85
or
Feb 16 - Apr 30:
Annual ryegrass 12 lb/oc 98 85
Mulch 15 ton/oc small grain strow
Fertilizer 1000 lb/oc 10-10-10
1. Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control Handbook.
2. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in
place until the site is fully stabilized.
3. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off site
grading and construction is to be done with the property owner's consent.
4. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise specified on the plans.
5. The limits of clearing and grading are restricted to the limits of the parcel.
6 The CONTRACTOR is responsible for preventing the tracking of mud and dirt onto the public right-of-way.
SEQUENCE OF CONSTRUCTION
1. establish perimeter silt fence
2. clear and grub site
3. strip, stockpile and stabilize top soil
4. perform rough grading
5. construct drainage controls
6. begin facilities construction
7. perform final grading and site stabilization
8. remove all temporary sediment control structures
ti
BM 606 BM 602
.-STEPHENSON
0
4
,' ro
SITEQ`
a
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VICINITY MAP 1" = 1000'
i
4a-A-54
1 CUTSHAW ENTERPRISES. INC.
1 USE: MANUFACTURING
ZONED RA
448-1-12B yy 1
RONNIE S. SIMKHOVITCH I 1 1
USE: RESIDENTIAL
ZONED: RA J
44B-I-11A
MARY R. STRAIGHT '
USE RESIDENTIAL I
ZONED RA
I � 1
448-1- IOA
GARY L. REEDti I
USE RESIDENTIAL
ZONED: RA
sae-I-87i -- I
ELOUISE R. SIRBAUGH
USE. RESIDENTIAL I
ZONED RA
FINAL SITE-
i z// -7/7 t
ZONING ADMINISTRATOR DATE
FFF-DEDD ERDUC K COUNTY, AR"GIMA
SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL
LIST OF DRAWINGS:
SHT. 1 /3: COVER SHEET
SHT 2/3: LAYOUT AND GRADING PLAN
SHT. 3/3: CONSTRUCTION DETAILS
FREDERICK COUNTY, VIRGINIA
50 0 50
SJJe 1" = 50 f
I
I I
I
j 44-A-53
OWIN_GS BONDING. INC. 44-A-54
CUTSHAW ENTERPRISES, INC.
USE: MANUFACTURING
ZONED RA
150
44-A-51
CUTSHAW ENTERPRISES, INC
USE SAW MILL
ZONED RA
JAL, FIFTH EDITION
H
00 SF
TRIPS BASED ON 1000 SF GFA.
WEEKDAY: 9.32 X 10.6 = 99 TRIPS
AM PEAK HOUR: 1.37 X 10.6 = 15 TRIPS
PM PEAK HOUR: 1,42 X 10.6 = 15 TRIPS
SUNDAY 36.63 X 10.6 = 388 TRIPS
PEAK HOUR: 9,37 X 10.6 = 99 TRIPS
PENTECOSTAL HOLINESS CHURCH
U.S. ROUTE 11
STONEV�WP0 DISTRICT
FREDERICK COUNTY. VIRGINIA
:�pyTH
U J C. WIS
y� No' 021621 w�
[PA0H1rFEHc3LF=W039 PoLoCo
302 South Braddock Street, Suite 200
Winchester, Virginia 22601
Telephone (540)662-5792
Facsimile (540)662-5793
JOB NO 9808017
05MAYR99
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PLANT LIST
KEY
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IBOTANICAL NAME
COMMON NAME
SIZE
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Japonese yew
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SIZE 01 PLANT IS HEIGHT AT TIME OF PLANTING
5' PARKING SETBACK
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NO OUTDOOR STORAGE IS PROPOSED FOR THIS SITE.
NO OUTDOOR TRASH RECEPTACLE IS PROPOSED FOR THIS SITE.
NO POLE MOUNTED EXTERIOR LIGHTING IS PROPOSED FOR THIS SITE
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DATE: SURVEY:
05MAY99 GREENWAY
SCALE:
DRAWN:
1"=20'
PLC
C.I :
JOB NO.:
2'
9808017
DWG:
SHEET:
SITEPLN
2/3
2" SM-2A
6" 21-A
COMPACTED SUBGRADE
ON SITE PAVEMENT DETAILS
NOT TO SCALE
4'
(OR AS SHOWN ON PLANS)
4" CRUSHED STONE —�
(3000 PSI) 4" CONC
6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) -- —
TYPICAL SIDEWALK DETAIL LLJ
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(3000 PSI) 6" CONIC
6 X 6-2.9 WWF(1 5" MIN CLEAR)
TYPICAL CONCRETE SLAB DETAIL
NOT TO SCALE
2"
CG-7
COMBINATION 4" CURB & GUTTER
12" x 18" STND.
STND. U—CHANNEL POST
PROP. GROUND
RESERVED
PARKING
VAN
ACCESSIBLE
VAN
ACCESSIBLE
SIGN
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1.5" SM-12.5A
NOT TO SCALE
(SEE VDOT (CG-7) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION)
WATER
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4" PVC F
4" BM-25.0
8" 21—B '
COMPACTED SUBGRADE
VAN ACCESSIBLE SIGN
— END OF STALL — STRIPE OR CURBING
------ SOLID BLUE
WHITE SYMBOL PER ADA
-� --- WHITE PAVEMENT MARKING,
4' WIDTH, LENGTH AS SHOWN ON PLANS.
RESERVED L
A
PARKING UU
$' 8'
OR 5.00'
NOTE:
HANDICAP ALL CONSTRUCTION SHALL CONFORM TO ADA
PARKING ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
SIGN PAINT: NO—REFLECTORIZED, ACRYLIC LATEX TYPE 442XX
TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL
SIGNS MAY BE PLACED ON BUILDINGS WITH
CONSENT FROM BUILDING INSPECTOR,
PARKING LOT STRIPING DETAIL
NOT TO SCALE
HOLDING TANK DETAIL
NOT TO SCALE (TWO TANKS REQUIRED)
ENTRANCE SECTION
NOT TO SCALE
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Radial combs -pion
curb and gutter
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W
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Note Width ' B" 2'-0•' or as a S I
shown on typical section »
HALF PLAN �tr
,utter line
Gutter line Cuof
rb Curb t of Side Street
Moen line Roadway
_-_- 'Nhw uwd in :OtltulsL h,Xl with Srondord CG-3
�• 'G - +M curb #ace on M+s Stowala o to ee
SECTION A -A 30rvst•d to match the'noantobse -urb :onhgWillon
EFjE'er " STANDARD CONNECTION FOR STREET INTERSECTIONS
302 ,RGiNIA DEPARTMENT
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ENTRANCE CULVERT PROFILE
SCALE: HORIZONTAL: 1 = 50 ; VERTICAL: 1 = 5'
END -SECTION 12"-60" PIPE ALTERNATE ES
END- SECTION 12" 50' PIPE
,a+a wild •,rllr $nil �-I n• NW Ma on outM •M . UCI,p,n - _ _--
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t 4000 PSi Mrr~- -- E :ancrete to be
4000 •'SI Min
PLAN PLAN
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SECTION X-X ENO VIEW SECTION X-X
-- END VIEW
€"_p- NS
._ END SECTION OMENSIONS
OIAAIt AT, 8 - D-- E _ -+- - 4-1r
_ 12'--_sr 7-0" _ 2'-C" d C _ Or,
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SLOPE DETAIL
SPECIFICATION r
REFERENCE FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS
302 VIRGINIA DEPARTMFN-
a
-RANSPORTATION
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT
STEEL OR
WOOD POST
STEEL OR
WOOD POST
36t' HIGH MAX
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a
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FILTER FABRIC
/ATTACH SECURELY
TO UPSTREAM
�= SIDE OF POST.
RUNOFF (RET Og M�X�_
f
\ MMtNDED) \ STORAGE ORAGE HT.
-r AU I r.l-IVCH
WITH COMPACTED
BACKFILL
STANDARD DETAIL
TRENCH WITH NATIVE BACKFILL
12" MIN.
PONDING HT.
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is
GRAVEL
ALTERNATE DETAIL
TRENCH WITH GRAVEL
o���PLT H 0p, `!�c
JOHN CIEW,15 a
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ZONAL 5.�
DATE:
SURVEY:
05MAY99
NA
SCALE:
DRAWN:
SHOWN
PLC
C. I.:
JOB NO.:
NA
9BOB017
DWG:
SHEET:
PH—SHT3
3/3
FREDERICK COUNTY, VIRGINIA
ABBREVIATIONS
ASSY,
ASSEMBLY
BF
BASEMENT FLOOR
BLK.
BLOCK
BC
BOTTOM OF CURB
BML
BUILDING MOUNTED LIGHT
BSBD.
BASEBOARD
C&G
CURB & GUTTER
CIP
CAST IN PLACE CONCRETE
CMF
CONCRETE MONUMENT FOUND
CPR
CORRUGATED POLYETHYLENE PIPE
CMP
CORRUGATED METAL PIPE
CMPA
CORRUGATED METAL PIPE ARCH
CO
CLEAN OUT
DIA.
DIAMETER
DS
DOWNSPOUT
EOP
EDGE OF PAVEMENT
FF
FIRST FLOOR
FFE
FINISHED FLOOR ELEVATI❑N
FDC
FIRE DEPARTMENT C❑NNECTION
FG
FACE OF GUTTER
FH
FIRE HYDRANT
F.L.S.
FIRE LANE SIGN
Ga.
GAUGE
GM
GAS METER
GV
GAS VALVE
HCR
HANDICAP RAMP
HB
HOSE BIB
HDR CURB
6' HEADER CURB
HP
HIGH POINT
HTR.
HEATER
IPF
IR❑N PIPE FOUND
IRS
IRON PIPE SET
INV
INVERT
LP
LOW POINT
LT
LIGHT
MLP
METAL LIGHT POLE
MPD
MULTI -PRODUCT DISPENSER
MB
MAIL BOX
MH
MANHOLE
MSP
METAL SIGN POST
NDC
NOSE DOWN CURB
N.P.S.
NO PARKING SIGN
NRT
NO RIGHT TURN
NTS
NOT TO SCALE
❑HE
OVERHEAD ELECTRIC
OHT
OVERHEAD TELEPHONE
PIV
POST INDICATOR VALVE
PL
PROPERTY LINE
PP
POWER POLE
PVMT
PAVEMENT
RCP
REINFORCED CONCRETE PIPE
RD
ROOF DRAIN
RED
REDUCER
R.O.
ROCK OUTCROP
SAN.
SANITARY
STD.
STANDARD
T.B.D.
TO BE DEMOLISHED
T.B.R
TO BE REMOVED
T.B.P
TO BE PRESERVED
TB
THRUST BLOCK
TC
TOP OF CURB
TEL.
TELEPHONE
TRB
TELEPHONE RISER BOX
TVRB
TELEVISION RISER BOX
TYP
TYPICAL
UGE
UNDERGROUND ELECTRIC
XFMR
ELECTRIC TRANSFORMER
WL
WATERLINE
WM
WATER METER
WPP
WOOD POWER POLE
WSP
WOOD SIGN POST
WTP
WOOD TELEPHONE POLE
WV
WATER VALVE
5'R
RADIUS IN FEET
x00.00
PROPOSED SPOT ELEVATION
x(00.00)
EXISTING SPOT ELEVATION
CONSTRUCTION NOTES
VIRGINIA DEPARTMENT OF TRANSPORTATION
REV 7/95 STAUNTON DISTRICT
GENERAL NOTES FOR ENTRANCE PLANS
VDOT GENERAL NOTES:
V1 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.
V2 ALL CONSTRUCTION SHALL COMPLY WITH THE LATEST US
DEPARTMENT OF LABOR OCCUPATIONAL SAFETY & HEALTH
ADMINISTRATION AND VOSH RULES & REGULATIONS.
V3. WHEN WORKING ON VDOT RIGHT OF WAY, ALL TRAFFIC
CONTROL, WHETHER PERMANENT OR TEMPORARY, SHALL BE IN
ACCORDANCE WITH THE CURRENT EDITION OF THE VDOT'S WORK
AREA PROTECTION MANUAL FURTHERMORE, ALL TRAFFIC
CONTROL FLAGGERS MUST BE CERTIFIED IN ACCORDANCE WITH
VDOT'S JANUARY, 1994 (OR LATEST EDITION OF) ROAD &
BRIDGE SPECIFICATIONS, SECTION 104.04-C
V4 DESIGN FEATURES RELATING TO CONSTRUCTION OR TO
REGULATION, CONTROL AND SAFETY OF TRAFFIC MAY BE
SUBJECT TO CHANGE AS DEEMED NECESSARY BY VDOT.
V5 PRIOR TO INITIATION OF WORK, CONTRACTOR SHALL BE
RESPONSIBLE FOR ACQUIRING ALL NECESSARY VDOT LAND USE
PERMITS FOR ANY WORK ON VDOT RIGHT OF WAY.
V6 IF REQUIRED BY THE LOCAL VDOT RESIDENCY OFFICE, A
PRECONSTRUCTION CONFERENCE MUST 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.
V7 CONTRACTOR SHALL NOTIFY THE LOCAL VDOT RESIDENCY
OFFICE WHEN WORK IS TO BEGIN OR CEASE FOR ANY
UNDETERMINED LENGTH OF TIME VDOT WILL ALSO REQUIRE
48 HOURS NOTICE FOR ANY INSPECTION.
V8 THE CONTRATOR 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 & SEDIMENT CONTROL HANDBOOK, SEC 302
FURTHERMORE, ACCESS TO OTHER PROPERTIES AFFECTED BY
THIS PROJECT SHALL BE MAINTAINED THROUGH CONSTRUCTION
1 The existing utilities shown on these plans are based on available information. The CONTRACTOR shall be
responsible for determining the exact location of aII utilities befo
re commencing work and for any damages which occur by
the failure to locate and preserve these utilities. If the CONTRACTOR should encounter utilities other than those shown on
these plans, the CONTRACTOR shall immediately notify the engineer and take the necessary and proper steps to protect the
facility and assure the continuance of service.
2. The CONTRACTOR shall have approved construction drawings prior to the start of construction. At least one copy of
approved plans and revisions shall be kept on -site at all times.
3 Cut and fill slopes shall not exceed 2-horizontal to 1-vertical unless otherwise called for on the plans.
4. Controlled Fills
A. Controlled compaction shall occur in all fill sections for pavement, trenches for utilities and in other, areas as
designated on the plans.
B. Controlled fills shall be compacted to 95Y density as determined by methods per standard proctor ASTM D
698. Density shall be verified by a qualified soils engineer.
C. Controlled fills shall be compacted in 8 inch lifts (loose thickness) to the specified density, beginning from the
existing ground surface, unless otherwise approved in writing by a qualified soils engineer.
D. The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil.
The area is then to be scarified and compacted to a depth of 6 inches to the some density as the controlled fill to be
placed thereon.
E. Fill material shall be taken from approved borrow areas. It shall be clean soil, free of roots, woody vegetation,
oversized stones, rocks, sandy soil, or other ob jectionoble moteriol.
5. Blasting is not permitted within 25 feet of existing utilities without owner permission.
6. Storm sewer and pavement materials called for on the plans refer to standard VDOT designations.
7 BENCHMARK: three nails in wood power pole adjacent to the existing parking lot - elevation = 101.26.
8. All radii indicate edge of gravel, edge of pavement or face of curb as applicable
9. Fire lanes shall be delineated as directed by the Frederick County Fire Morshol.
10, The CONTRACTOR shall obtain permission from adjoining property owners prior to conducting any off site
construction activities.
11. The CONTRACTOR shall coordinate the relocation of the existing utilities with the appropriate utility company as
necessary.
12. All site and building lighting shall be installed to avoid spill -over onto adjoining properties.
13, Remove trees, shrubs, grass and other vegetation, improvements, or obstructions as required to permit installation of
new construction. Preserve existing vegetation as called for on the plans. Remove similar items elsewhere on site or
premises as specifically indicated. 'Removal' includes digging out and off -site disposing of stumps and roots. Cut minor
roots and branches of trees indicated to remain in a clean and careful manner, where such roots and branches obstruct
installation of new construction.
14. Topsoil is defined as friable clay loam surface soil found in a depth of not less than 4 inches. Satisfactory topsoil is
reasonably free of subsoil, clay lumps, stones, and other objects over 2 inches in diameter, and without weeds, roots, and
other objectionable material. Strip topsoil to whatever depths encountered in a manner to prevent intermingling with
underlying subsoil or other objectionable material. Stockpile topsoil in storage piles in areas indicated or directed. Construct
storage piles to provide free drainage of surface water. Cover storage piles, if required, to prevent wind erosion.
15. Clear site of trees, shrubs and other vegetation, except for those indicated to be preserved. Completely remove
stumps, roots and other debris protruding through ground surface. Fill depressions caused by clearing and grubbing
operations with satisfactory soil material, unless further excavation or earthwork is indicated.
16. Burning of excess materials will not be permitted on the property.
17, Remove waste materials and unsuitable soil from Owner's property.
18. The CONTRACTOR shall obtain a Land Disturbance Permit from the Frederick County Public Works Department
prior to initiating any site work.
GENERAL NOTES
1. The property delineated on this pion is located on Route 11 near Stephenson in the Stonewall Magisterial District in
the County of Frederick, Virginia. The owner of the property proposes to construct on addition to the existing church
facility on the 2.12 acre tract.
2. Property Owner: Contact Pastor Ron Neff
Pentecostal Holiness Church
P. 0. Box 52
Stephenson, VA 22656 Telephone 540-662-7426
4. Engineer/Landscape Architect Contact: Mr. John Lewis
PAINTER-LEWIS, P.L.C.
302 South Braddock Street, Suite 200
Winchester, Virginia 22601 Telephone: (540) 662-5792
5. Property boundary and topographic information shown on these plans was taken from available information.
6. Site Data:
Parcel Area: 2.12 acres
PIN: 44((A))52
Zoning: RA
Use:: church
Front Yard Setback: Required - 30,00' Provided - 30.0'+(BY VARIANCE #020-77, GRANTED 10/18/77)
Rear Yard Setback Required - 50' @residential Provided - no
Sidle Yard Setback: Required - 50'@residential Provided - 56'+
Maximum Building Height: Allowed - 35' Proposed -28'
Ma ximum FAR: Allowed - 1.0
Existing Buildings = 5500 sf Proposed Building = 5270 sf
Proposed Total Floor Area = 10,770 sf = 0.1166 FAR
7, Parking Space Requirements:
Property Line Setback: Required - 5' Provided - 5'+
Church with 200 seats Required - 1 space per 3 seats = 67 spaces
Provided - 67 spaces including 3 ADA spaces
Loading Space Requirements Required - none
8. Handicap Accessibility:
HC parking spaces shall hove a maximum slope of 1:50.
HC ramps on the site shall have detectable warning surface per ADAAG 4.7 and 4.29.
HC ramps off site shall be constructed at the direction of the VDOT inspector.
9. Buffering Requirements:
No buffering or landscaping is required. Adjacent properties are commercial except for 44-A-50A which is screened
by existing parsonage.
10. Environmental Features:
Wetlands - None
Flood plains - None
Sinkholes - No sinkholes hove been identified on this site
Steep Slopes - None
Woodlands -No woodlands hove been identified on this site. Woodlands are generally defined by the Frederick
County Code as including largely mature trees in groves greater than 1/4 acre. The wooded area of the site contains
immature second growth deciduous vegetation with some scattered larger trees.
11. Storm water management is provided by a detention facility constructed on the property of Cutshow Enterprises, Inc.
See the report by Painter -Lewis, P.L.C. titled 'STORM WATER MANAGEMENT REPORT'; Allied Wood Products, doted
July 6, 1998.
EROSION AND SILTATION CONTROL NARRATIVE
Project Description
The developer proposes to build a church addition on a 2.12 acre parcel The total area of disturbance on the parcel is
approximately 25,000 square feet. Storm water runoff will discharge overland to the northeast and to on existing
storm water detention pond. Site grading will include the importation of fill material to bring the site up to the proposed
gra des.
Existing Site Conditions
The site is currently occupied by a church. Slopes range from 1.0 % to approximately 5.0%.
Adjacent Areas
The site is bordered on the east by the Route 11 right-of-way. To the south is a residential lot and Allied Wood
Products. The area to the north and west is the commercial.
Off -site Areas
With the exception of borrow operations, no off site disturbance or construction activities are anticipated.
Critical Areas
None are identified.
Storm Water Discharge- Adequate Channel
The runoff from the site will generally be sheet flow.
Erosion and Sediment Control Measures
3.05 Silt fence will be installed in one location downstream from the construction area as a first measure of construction.
Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shot[ be
modle immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should Ice
remioved after each storm event. They must be removed when deposits reach approximately one-half the height of the
barrier. Any sediment deposits remaining in ploce after the silt fence is no longer needed shall be dressed to conform with the
existing grade and stabilized.
3,31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and all
areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of
n II '1 1 T renter than 30 days shall be temporarily seeded and mulched. o coincide with theanticipated construction t th c da es, e
9 Y P Y
seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with
the schedule included herein.
3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The
anticipated time for construction completion is September 1999.
3.35 All seeded areas will be mulched in accordance with the schedule included herein.
Temporary Seeding
SEED TYPE RATE MIN. PURITY('%) MIN GERM.(%)
Sept 1 - Feb 15:
Annual Ryegross 50 Ib/oc 98 85
Winter Rye 50 Ib/ac 98 85
May 1 - Aug 31
German Millet 50 Ib/oc 98 85
or
Feb, 16 - Apr 30:
Annual ryegrass 75 Ib/oc 98 85
Mulch: 1.5 ton/oc small grain straw
Fer tilizer 1000 Ib/oc 10-10-10
Permanent Stabilization
The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be
applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be
stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and
permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The
contractor shall establish vegetation on all areas not otherwise stabilized occording the following specification
Seedbed Preparation
a. Scarify top 1' to 2' of soil after final grades have been achieved.
b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).
SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%)
Tolle. fescue 60 Ib.ac 97 85
Red clover 8 lb/oc 95 65
Ladino clover 8 Ib/oc 95 65
Nurse Grass -(season dependent)
Sept 1 - Feb 15
Annual Ryegross 12 Ib/ac 98 85
Winter Rye 12 lb/oc 98 85
May 1 - Aug 31:
German Millet 12 Ib/oc 98 85
or
Feb 16 - Apr 30:
Annual ryegross 12 Ib/oc 98 85
Mulch: 1.5 ton/oc small grain straw
Fertilizer: 1000 Ib/oc 10-10-10
1. Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control Handbook
2. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in
place until the site is fully stobilized.
3. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off site
grading and construction is to be done with the property owner's consent.
4. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise specified on the plans.
5. The limits of clearing and grading are restricted to the limits of the parcel.
6. The CONTRACTOR is responsible for preventing the tracking of mud and dirt onto the public right-of-woy.
SEQUENCE OF CONSTRUCTION
1. establish perimeter silt fence
2. clear and grub site
3. strip, stockpile and stabilize top soil
4, perform rough grading
5. construct drainage controls
6. begin focilities construction
7. perform final grading and site stabilization
8. remove all temporary sediment control structures
1`
8M 606 BM 602 J•
.'ZPHENSON
4
e
SITE
ae Cnaorn �
�o
VICINITY MAP 1" = 1000'
1 � I
Z
i
I 44-A-54
1 I I CUTSHAW ENTERPRISES, INC.
I USL: MANUFACTURING
I ZONED: RA
448-1-128
RONNIE S. SIMKHOVITCH '
USE. RESIDENTIAL ii ttt
ZONED: RA
44e -1-11A
MARY R. STRAIGHT I
USE: RESIDENTIAL
ZONED: RA
rPROPOSED
448-1-10A 1
GARY L REEDY '
USE: RESIDENTIAL
ZONED: RA
448-1-a -
ELOUISE R. SIRSAUGH
USE RESIDENTIAL
ZONED: RA '
1t
1
N
/?-o
S, /e S 3 -q
r
50 0 50
SJ�e 1" = 50 f -t
150
i
44-A-53
OWINGS BONDING, INC 44-A-54
USE: RESIDENTIAL CUTSHAW ENTERPRISES, INC
ZONED RA USE: MANUFACTURING
ZONED RA
�I
IN
I
1
r- - 44-A-51
l I 44-A-50 CUTSHAW ENTERPRISES. INC
CUTSHAW ENTERPRISES, INC USE: SAW
MILL
USE' MANUFACTURING ZONED: RA
44-A-50A II ZONED: M1
1 DOROTHY BOLYARD TRAFFIC IMPACT
' I USE.
ZNEDO RESIDENTIAL
U: 560-CHURCH SOURCE.
SEMANUAL,
FIFTH EDITION
ORALAND
I PROPOSED GFA = 10,600 SF
' L _ - - J TRIPS BASED ON 1000 SF GFA:
WEEKDAY: 9.32 X 10.6 = 99 TRIPS
AM PEAK HOUR: 1.37 X 10.6 = 15 TRIPS
IPM PEAK HOUR: 1.42 X 10.6 = 15 TRIPS
x SUNDAY: 36.63 X 10.6 = 388 TRIPS
PEAK HOUR: 9.37 X 10.6 = 99 TRIPS
�Lr liio /2// -71
ZUNING ADMINISTRATOR DATE
FGFaEDC RR-1 CCU 0OwUNTY9 VMORG�N A
SITE PLAN EXPIRES FIVE(5) YEARS FROM DATE OF APPROVAL
LIST OF DRAWINGS:
SHT. 1 /3: COVER SHEET
SHT. 2/3: LAYOUT AND GRADING PLAN
SHT. 3/3: CONSTRUCTION DETAILS
EXISTING BLDG. I
-_J
PENTE4*s' L HOLIf`JES`�S CHURCH
U.S. ROUTE 11
STONEI.UALL (MAGISTERIAL DISTRICT
WREDERICK COUNTY. VIRGINIA
OA,
0 JO C• EMS
/I . .
No.021621 �4'
TONAL
9
302 South Braddock Street, Suite 200
Winchester, Virginia 22601
Telephone (540)662-5792
Facsimile (540)662-5793
JOB NO.: 9808017
05MAYR99
SHEET
1 /3
EX DRIVEWAY
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EX COP
�c�}c ADJUSTMENT TO BE COORDINATED WITH
FCSA MAINTENANCE DEPT.
CONTACT RICHARD WOOD
(540) 868-1061 EXT. 351
SEE GENERAL
NOTE #8
101 55 3' CURB -CUT
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EX. DRIVEWAY W ' 0Oj05 70751 EX TELE
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I1-57ORY RANCH
W/CRAWL SPACE
GARAGE F.F. = 99.44
APPRQX. LOCATION OF
IEX 4 HOUSE SEWER
EX 14
1 n 1
MAPLE -STORY
FRAME O
IOWEL L /NG
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0 H E PP
PLANT LIST
KEY
OTY
BOTANICAL NAME
COMMON NAME
I SIZE
PACING
TC
1 32
Toxus cuspidoto
Japonese yew
3'
4' cc
SIZE Of PLANT IS HEIGHT AT TIME OF PLANTING
NO OUTDOOR STORAGE IS PROPOSED FOR THIS SITE.
NO OUTDOOR TRASH RECEPTACLE IS PROPOSED FOR THIS SITE.
NO POLE MOUNTED EXTERIOR LIGHTING IS PROPOSED FOR THIS SITE.
5' PARKING SETBACK
J_9'_� 1 I\ I I I I I I I I 6
(TYP) \ \ g51
a \ PROPOSED PROPOSED PARKING
o \
O 2-1500 GALLON \ cv \ I I
u`' \ HOLDING TANKS 9
FIELD FIT TO ACCEPT
SEWER FLOWS \ 50' BRL
9'
(TYP \
ACCESS. 0 20.00' -- 22.00 20.00
ITE \ o
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81.00
0 _C) BM= 101.26
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1 _ m )VoT DISTURB �y9
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3E SEWTE
ER E�P \ \ \
RESTRIPE ADA SPACE '
O�� AS SHOWN \ \ \ \ \ \(40
rt
ERADICATE (2)
EX. STRIPES //� \ 98.2
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/ MATCH EX. EOP(TYP)� \
----- -- 74.86' --- \ \
EX ASAHAL T "� \ \ \ \ \
\ 18 PARKING
\ 50 ' BRL
\ ONE \ \
\ EX FRAME \
CARPORT ` \
EX EOP
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20 0 20 60
Scale 1 " = 20 ft
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LTH Of'1
L
�N C LEWIS
No. 21621
\ _ZONAL _
DATE: SURVEY:
05MAY99 GREENWAY
SCALE:
DRAWN:
1 "= 20'
PLC
C.I.:
JOB NO.:
2'
9808017
DWG:
SHEET:
SITEPLN
2/3
2" SM-2A
6" 21- A —�-
11-E Lli
COMPACTED SUBGRADE—
ON SITE PAVEMENT DETAILS
NOT TO SCALE
4'
(OR AS SHOWN ON PLANS)
4" CRUSHED STONE
(3000 PSI) 4" CONIC
6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR)
TYPICAL SIDEWALK DETAIL W
z NOT TO SCALE
(r
Uj UJ
w O
U D'
PER PLANS
4" VDOT 21- A STONE
(3000 PSI) 6" CONIC
6 X 6-2.9 WWF(1.5" MIN CLEAR)
TYPICAL CONCRETE SLAB DETAIL
NOT TO SCALE
2j�c
I
12" x 18" STND.
STND. U—CHANNEL POST
PROP, GROUND
RESET VED
PARKING
VAN
ACCESSIBLE
VAN
ACCESSIBLE
SIGN
I I
1.5" SM-12.5A
4" BM— 25.0
8" 21—B
COMPACTED SUBGRADE
CG-7
COMBINATION 4" CURB & GUTTER
NOT TO SCALE
(SEE VDOT (CG-7) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION)
WATEF
BOOT
4" PVC f
HOLDING TANK DETAIL
VAN ACCESSIBLE SIGN
--- END OF STALL — STRIPE OR CURBING
SOLID BLUE
WHITE SYMBOL PER ADA
WHITE PAVEMENT MARKING,
4" WIDTH, LENGTH AS SHOWN ON PLANS.
RESEkVED I II I
PARKING IUU
8' 8'
OR 5.00'
NOTE:
HANDICAP ALL CONSTRUCTION SHALL CONFORM TO ADA
PARKING ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES.
SIGN PAINT: NO—REFLECTORIZED, ACRYLIC LATEX TYPE 442XX
TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL
SIGNS MAY BE PLACED ON BUILDINGS WITH
CONSENT FROM BUILDING INSPECTOR.
PARKING LOT STRIPING DETAIL
NOT TO SCALE
NOT TO SCALE (TWO TANKS REQUIRED)
ENTRANCE SECTION
NOT TO SCALE
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ROUTE 11
ENTRANCE TAPER DETAIL
NO SCALE
8" TO 12" COVEP
4" PVC TO SECOND TANK
6" CRUSHED STONE
COMPACTED SUBGRADE
G+ *C CG 11
nation
er -
`o
LJR
9 Street approach somesurfacing as main line
oadway mU
W LU
_ �i
Expansion Joint
O
Main tine roadwray A E '
Note Width "B" 2'-0" or as a
shown on typical Section
HALF PLAN .2 I
I
I
Face of Goiter line j
,utter line Curb t of Side Street
MainMatine Roadway Curb
_ When .,ssd :n ;:anwntnon w,tn jtandard '_ , i
'-�-'. the curb face 0,, this >landord 4 to be
SECTION A -A
ldlustod to mnt[o me rnoun,nMr urb 'Wf.9U11I1on
EFER EAT1
REFERENCEE 1 STANDARD CONNECTION FOR STREET INTERSECTIONS
-.. 302 -7
JIRGINIA DEPARTMENT
of
----------..—._._-----_.-. --- TRANSPORTATION
---
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offix pdorm Pa,
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a
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fait USE 4' AOPt2Alk! Sf RE E7
c B Bus • l7: r CaaMECllpaS 4rG C(MIME11Cut • %m C&m vcla £Nrorcf
!y YInl,wnn pact He fMRAaCES. rt*eay 7'utt IrdliC Mltlpdad 1
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Slit, CG ? r
d CG 6 �y /' i�J7 Yo - — —�— - - -- f,med sides ofcwoL0 rcov to De pad ap Itflcdir +IM ramp eha, a, a osig7 Aw
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n ,amp flay Is to Kas'.ftw rter31 or paweJ to, dorei Do's so trice ad/dNfV f,orad
ewes CM fr cos,r Ipocf of,. nor twA A'aarsf'drip rs(p- t'rarasr cmYrelf srWi
rr�� De cross ♦1
SECT /0N ,A A Ins llet,, mq be Rfdulrtl awe me to to ao ' . � fdaced r ClMv ,o Cfref eWV ban lid" of fa Iromp
pf Wasf a, cost cost In daff W. atd depn of ,amp tkw wirja ra, cortfmr octiv iVl I
CWD IpeAI wrl, [e aaoswr and polo fad d'te c•rrrrfdCI sdtii m'!Co% fm "rdfoLOC Cease,
•S . e'BarJ 1 17cr_ C
N aiSJON1 Cmerrt,r'rlonarina» 510erae oM F.M,w a ard-M,. ro,rp»ri ,n aa.
r'r•P"r d
-Sq,a IY�aa•InLm �_JOfN Cvfoipno and Pieter spas tfanselM ad7a[srr la orb ,wfY de IM11,600 M pflleaN
far cwbirwo end "WM
�__ _— ___ .._ 6asa�6. o•a `._..—_..�.._._ _ —_ Moen ✓W In too clot r/M ifpVard Cf, ) m CG f, Ile cure tern 6'• lie, 9"ord /s
• __ . _ fG be ad/v.11ar ft morn Ice aripvdDle n,'D cv/JpMd/m _ _ ay tara>ra. 1400
_-- aw1ls f»/I,ad as o <dflrrAefa CwD Aww we ro re'bl'ared as sres.^ m rru ydnf m asd/reefed tit Ito
Sl CTION' 0 ,Rfftar•fr
' rFiDalr-WHIV 01 r"V W. drip rfsflfV0 trey lire la h qr f-In •,I "se, lI •Ivan' m, a'celaode �ar10 el is Nn IM •1(INd
.Indrs d f.Ix,sed apdr eeore slna,.n/r pcdsr nanscNrV W, ,a.eaa,av wawNs d o .q d o tedn•fe' f,y-7nry eryaas a c.rP r7"+ Msa d AWW slJNair is a.lsrrfq,
e lrvanwv rare r.Otn d Jwwrd, m eider lit, f �rlrN !hM rW� ee c.Vs•axhia fne•v! pro mafasW b fwrrrr rlen 7e, my pr drsty dr Md#011W 01WN,,ales os Sk.1 m pl—s
s/gce is less iron ♦ - tt de, sons MIyNs /-� jrsnry 1)?N es. ft,e raj a ram a ar asa � er't po(amen�
rim aldy I I I ) d as
N•KIfV site, rr , �nrys I
(I'CRSONr. hr' fa 4401i11I11 /M7'AIPA41 ,N' xx
1 v,As;,afs ;It ps/Vrr/rT pr IR,sySrY:r+l sr �, ! iae
Y7J09 I Irw �,fr . ?e e:
105
100
95
PROPOSED
GRADE
EXISTIN
GRADE
60'
15
maoyy RCP
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+lg
10+00 1 1 +00
ENTRANCE CULVERT PROFILE
SCALE: HORIZONTAL: 1 = 50 ; VERTICAL: 1 = 5
END -SECTION 12"-60" PIPE
ALTERNATE ENO
12 - 60" PIPE ES
•,ua 9r,d -n ou,Nl 1rq- Merlgre j
-}
-SECT.
r110 Ma ...No ero- sfetidr,t
�S
ffesrftsean mIMfM-sfbtlmt
I I
-i
X X
XT
X
I
f E Cancrete to be
Zoo PSI Min
_. ----..—. a- _--- _....
' E Concrete to be
4000 PSI Min
PLAN
I
PLAN
-�
ice!!!, 'I �I
'_rb=senrant
A`
I
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D _,
E _
SECTION X-X END VIEW
SECTION X-X
END VIEW
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OAK 8 i 0 -r p—' E•e---$?r-��-Q,-
is d o z s"
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30 4-6 I 6•I S 0
36 3" 5 3 2 g I" CrT- 5 a
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ar 9" 5-3 2'-n•_ �-2" 5-6
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e
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a,r Mir :f �N CM�.artp ela[tt
._�•. M -CWws _ •d "M me asvnnN oagn tho— on
- -
IM •.ear, a„ lh. ref a eoueea of
SLOPE DETAIL
sPEcIFIr,Aru,t�
REFERENCE
FLARED END -SECTIONS FOR CONCRETE PIPE CULVERTS
VIRGINIA DEPARTMENT
d
TRANSPORTATION
-- 102 01
EXTRA STRENGTH FILTER FABRIC
NEEDED WITHOUT WIRE MESH SUPPORT
STEEL OR
WOOD POST
STEEL OR
WOOD PO
36" HIGH
12'
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FLOW O o
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FLOW 0
FL0w e ° E
41
0 O U tv U
10 FT MAX SPACING WITH
U)3�LL_
WIRE SUPPORT FENCE N
6 FT MAX SPACING WITHOUT 0
WIRE SUPPORT FENCE
09
93
'ONDING HT.
FILTER FABRIC
/ ATTACH SECURELY
/ TO UPSTREAM
SIDE OF POST.
RUNOFF gg M�
�v (RECOMMENDED)
STORAGE HT.
4' x6 TRENCH
WITH COMPACTED
BACKFILL
STANDARD DETAIL
TRENCH WITH NATIVE BACKFILL
12" MIN.
PONDING HT.
RUNOFF
i
GRAVEL
ALTERNATE DETAIL
TRENCH WITH GRAVEL
o�PtiTx op c
J C. I
10. 1
10 1{�v
SSIONAI,
DATE:
SURVEY:
05MAY99
NA
SCALE:
DRAWN:
SHOWN
PLC
C I':
JOB NO.:
NA
9808017
DWG:
SHEET:
PH--SHT3
3/3