HomeMy WebLinkAbout033-95 Payne Well Drilling - Stonewall - BackfileOLIVER L. & RUTH B. PAYNE
PROP. ID #44-1-D
ZONING: M 1
USE: RESIDENCE / x /
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RONALD S. SIMKHOVITCH �� ✓� 5 � SPACE.330 SF
PROP. ID #44-1-A Q �.
ZONING: RA '�� P P .1
D.B. 546, PG. 527 � � r.
'� EXISTING SIGN
USE: RESIDENTIAL / x '., (_`(yt�r�, siO 4'x5' TWO FACE x 15'H
WITH 2" OF SM-2A 'r!
/ FROM EDGE OF PAVEMENT 06.\N
TO PROPERTY LINE 01
/o.
O/H WIRES
J.K. & POLLY J. WAMPLER
PROP. ID #44-A-56
ZONING: B2
D.B. 605, PG. 258
USE: MOBILE HOME SALES
GENERAL NOTES /
I The propcnv delinc•aled on this plan consists of approximately 1.0 acres and is located on Route 11. in the Stonewall /
klagisterial Distict of Frederick County. Virginia. /
2. Owner: /
O. 1, Pavne
11.0 Box 160 /
Stephenson, VA 22656 Telephone: (703) 662-4957
1 Developer. /
O L. Payne
r.0 Box 160 /
Stephenson, VA 22656 -Telephone (703) 662-495
4 Engineer/Designer /
LFWiS & ASSOCIATES /
24 Fast Piccadilly Street
Winchester, VA 22601 '1clephone. (703)-722-9177 /
5. The property identification number Is 44-A-57. /
6, Site Data: /
Lot Area 1 0 acres
Zoning. N4- I /
t Ise well drilling /
Front Yard Setback: Required - 75' Provided - 6>'
Rear Yard Setback. Required - 25' Provided - 10' /
Rear setback requirement reduced to 7' b% Variance #01 1-95
Side Yard Setback Required - 25' Provided - 2N /
Parking Setback Required - 5' Provided - 12'
Landscaped Area /
M I Required - 25%
Approxunately 1500 A of W, of the site Is vegetated with various grass species 'These areas are gencialiv ?tong the
perimeter of the storage vard
Landscape open space requirement reduced to 8% he Variance 0011-95
Parking Tabulation
General Office: Required - I per 250 sf = 4
900.i square feet ofoffice!250s1. provided -5
EX'. MOBILE HOME
Zoning District Buffers SILTATION AND EROSION CONTROL NOTES
4Qn41lugf.1Vrjjgining_L,1mL___U 1lf�t`[3tijfgr-(tgquir I. Erosion control practices shall confirm to the requirements of the Virginia Erosion and Sediment control Handbook.
MITI (C)-Full Screen-75' Inac(iye125' Active
RA ((')-Full Screen-75' Inacttve+25' Active 2 All perimeter sediment control devices shall be erected prior to any land disturbing activnies and shall remain in place
Buffer and screen requirements were waived by Variance 4006-95. until the site is fully stabilized.
Floor Area Ratio main bldg.-1800 A' storage bldgs.- 3000+- sf
total 4800 1 the contractor shall provide adequate means of cleaning tnicks and/or other equipment prior to entering the public
FAR = 11.01" n right-of-w try It is theon t t '
Building Ileight 15'
7 Trash is temporarily stored in or near file existing garage before being transported to the county landfill
8 The properiv is served by well and on site septic system
y There are no steep slope:, woodland',', rlood plains, wetland or sink holes evident on the property
The
ire proposed building is to he used for storage only ant will not result in an increased number of eniplovees over the
present level.
I I. No storm water management is proposed for file site. The existing yard area consists of compacted gravel and asphalt.
The addition of the proposed structure will not result in a significant increase fit runoff from file site
CONSTRUCTION NOTES
I. 'The existing utilities shown on these plans are based on available information The CONTRACTOR shall he
responsible for defennming the exact location of all utilities before commencing work and for any damages which
occur by file 19ifure 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 necessary and proper
steps 10 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 shape lie kept on -site it all times
3. Cut and fill slopes are not to exceed 2-hortzonial to I -vertical unless otherwise called for on (he plans.
4. Controlled Fills:
A Controlled compaction shall occur fit all fill sections for pavement, trenches for utilities and fit other areas as
designated oil the plans.
B. Controlled fills shall he compacted to 9816 density as deternrmed by methods per standard proctor ASTM 1)698.
Density shall he 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 fit writing by a qualified soils engineer
D line 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 of6 inches to the same density as the controlled till to
he placed thereon.
E Fill material shape be taken from approved borrow areas. It shall he cleari soil, free of roots, woody vegetation,
oversized stones, rocks, sandy soil, yr other objectionable material
BENCHMARK: mark on top of existing 4" diameter PVC pipe: in vard - assumed elevation = 100.00.
crac of s rtspon,Ibddv to clean the streets, allay dust and take whafevef measures necessary
to Insure that public roads are maintainers in a clean and (lust -free condition at all fillies.
1 "File contractor shall pertonn 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,
The contractor shall stabilize all denuded land within 7 days after the end of constniction. Embankment or excavated
slopes denuded for a period of greater than 14 days shall be temporarily seeded and mulched Cut and fill slopes shall
be graded at a maximum of 2 horizowal to I vertical unless otherwise specified on the plans.
Erosion control de%ic•es shall be inspected daily and damaged devices shall he repaired by the close of fhe day.
The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification:
Seedbed Preparation:
a. Scarily top I" to 2" of soil tiller final grades have been achieved
h Add 3 tons per acre pulverized agricultural hniesione(1401b/1000sf).
EFDy f BATE. MIN._PljR1"iy(N1 MIN.. QF�RII 1"
Tall fescue 60 Ib.ac 97 85
Red clover 8 Ib/ac 95 65
Ladino clover_ 8 Ib/ac 95 65
Annual rvegrass 12 Ib/ac 98 85
Mulch: 1.5 ton/ac small grain straw Fenihzer 1000 Ib/ac 10-10-10
SEQUENCE OF CONSTRUCTION
I establish construction entrance 01'required)
2 establish perimeter controls as required
3 clear and gnib site
4, strip, stockpile and stabilize top soil
5. pertixm rough grading
6 construct drainage controls
7 begun facilities construction
8. perform final grading and site stabilization
WELDON G. & ALICE C. OATES
PROP. ID #44-A- ioc)
ZONING: RA
D.B. 392, PG. 214
USE: VACANT
/ EXISTING 6' CHAIN
EX. MOBILE HOME P/P i i LINK FENCE
EX. MOBILE HOME
LANDSCAPE OPEN
SPACE.' 1575 SF
S4900'OCr W
10.78ft
EX. MOBILE HOME
LANDSCAPE OPEN
SPACE.' 750 SF
149000�:E ai 750 iBUN/iER MILL a An 151
—_ - — --- -- q �— —yyam
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1318, ( 63
- \ Rest Are;,
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u l q 6rnmenuel 602 L
3 rrailer 'Stephenson 6//
Qu F .i "Park • ��
(It31)�
VICINITY MAP-USGS STEPHENS(ON QUADRANGLE -SCALE: 1" = 2000'
EX. MOBILE HOME
OOo
�S
EX. FRAME
BLDG
�Q.1 12
ON,
EX. MIOBILE HOME
EXISTING
VEGETATION
EX. TREELINE
SILT FENCE
EXISTING 6' CHAkIN
LINK FENCE
(, LANDSCAPE OPEN
SPACE. 1410 SF
A:)
EXISTING
VEGETATION
EX. MOBILE HOME
J.K. & POLLY J. WAMPLER
PROP. ID #44-A-56
ZONING: MH1
D.B. 605, PG. 258
USE: RESIDENTIAL
E:X. MOBILE HOME
20 01 20 60
IN
Scale 1" = 20 ft
APPROVED BY THE ZONING ADMINISTRATOR
COUNTY OF FREDERICi(, VIRGINIA
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No. 021,621
DATE:
SURVEY:
21 JUN95
PLC
SCALE:
DRAWN:
1 " = 20'
JCL
C. I.:
NA
JOB NO.:
SHEET:
95018
1 /1
Mr. Payne recieved two copies of the approved revisions of the Payne Well Drilling site plan on
September 26, 1995, when he obtained the building permit.
RONALD S. SIMKHOVITCH
PROP. ID #44-1 -A
ZONING: RA
D.B. 546, PG. 527
USE: RESIDENTIAL
OLIVER L. & RUTH B. PAYNE
PROP. ID #44-1 -D
ZONING: M 1
USE: RESIDENCE \ O/ x /
Off/
Q
WITH 2" OF SM-2A
FROM EDGE OF PAVEMENT o
TO PROPERTY LINE 00
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`1
J.K. & P J. W LEF
PROP. D #44-A-56
ZO G: B2
D.B. 605,
USE: MOBILE HOME SALES
O/H WIRES
LANDSCAPE OPEN
SPACE. 330 SF
�A
EXISTING SIGN
4'x5' TWO FACE x 15'H
/
GENERAL NOTES
P/P
I The property delineated on this plan consists of approximately 1.0 acres and is located on Route 11. in the Stonewall
0l
o
Magisterial District of Frederick County, Virginia.
2. Owner:
O. L. Pavne
P.O. Box 160
/
Stephenson, VA 22656 Telephone. 1703) 662-4957
/
3. Developer:
O. L. Payne
/
P.O. Box 160
Stephenson, VA 22656 Telephone: (703) 662495
/
4. Engineer/Designer:
/
LEWIS & ASSOCIATES
24 East Piccadilly Street
/
Winchester, VA 22601 Telephone: (703)-722-9377
/
5. The property identification number is 44-A-57.
6. Site Data:
/
Lot Area: I.0 acres
Zoning: M-1
/
Use: well drilling
Front Yard Setback: Required - 75' Provided - 65'
/
Rear Yard Setback: Required - 25' Provided - 7'
Rear setback requirement reduced to 7' by Variance #01 1-95.
/
Side Yard Setback: Required - 25' Provided - 26'
Parking
Setback Required - 5' Provided - 12'
/
Landscaped Area /
M I Required - 25%
Approximately 3500 sf or 8% of the site is vegetated with various grass species. These areas are generally I.g the
perimeter of tile storage yard.
L.andseape open space requirement reduced to 8"/ by Variance #01 I-95
Parking Tabulation:
General Office: Required - I per 250 sf = 4
E.
400 f- square feet ofoffice/250sf: Provided -5
Zoning District Buffers
SILTATION AND EROSION CONTROL NOTES
onir gf Admoining Land Distan uffer Required
I . Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control Handbook.
Mill (C)-Full Screen-75' Inactive+25' Active
RA (0-Full Screen-75' Inactive+25' Active
2. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in place
Buffer and screen requirements were waived by Variance #006-95.
until the site is fully stabilized.
Floor Area Ratio main bldg.-1900 sf, storage bldgs.- 3000+- sf
total = 4800
3. The contractor shall provide adequate means of cleaning trucks and/or other equipment prior to entering the public.
FAR = 11.01%
right-of-way. It is the contractor's responsibility to clean the streets, allay dust and take whatever measures necessary
Building Height 15,
to insure that public roads are maintained in a clean and dust -free condition at all times
7 Trash is temporarily stored in or near the existing garage before being transported to the county landfill.
4. 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.
8. The properly is served by well and on site septic system.
> There are no deep slopes, woodhuads, flout plains, wetland or sink holes evident an the property.
- The contractor shall stabilize all denuded land within 7 days after the end of construction. Embankment or excavated
10, No landscaping is required for the site plan. The owner proposes to install and evergreen screen along the southwest
slopes denuded for a period of greater than 14 days shall be temporarily seeded and mulched. Cut and fill slopes shall
be graded at a maximum of 2 horizontal to I vertical unless otherwise specified the
portion of file storage vard adjacent to file mobile home park.
on plans.
6. Erosion control devices shall be inspected daily and damaged devices shall be repaired by the close of the day.
1 I No storm water management is proposed for the site. The existing yard area consists of compacted gravel and asphalt.
The addition of the proposed structure will nor result in a significant increase in runoff from the site.
7 The contractor shall establish vegetation on all areas not -than ' t kit;
CONSTRUC ] [ON NOTES
I 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 commencingm 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 oil these plans, the CONTRACTOR shall immediately notify the engineer and take necessmy and proper
steps to protect file facility and assure the continuance of service.
2. 'File 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 full slopes are not to exceed 2-horizontal to I -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. C'onlrolled fills shall be compacted to 98%, 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 tit 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.
i) 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 shall be clean soil, free of roots, woody vegetation.
oversized stones, rocks, sandy sQ, Qx-W4ier objectionable material.
5 RENC'IIMARK: mark on top of existing 4" diameter PVC pipe in yard - assumed elevation 100,00,
SEQUENCE OF CONSTRUCTION
I. establish construction entrance (if required)
2. establish perimeter controls as required
3. clearand grub site
4. strip, stockpile and stabilize topsoil
5, perform rough grading
6. construct drainage controls
7. begin facilities construction
8. perform final grading and site stabilization
Seedbed Preparation: vise s a rze( according the fonowung specification:
a. Scarify top I" to 2" of soil after final grades have been achieved.
b Add 3 tons per acre pulverized agricultural limestorte(1401b/1000sf).
SEED rYPE RATE MIN, PURITY(%) MIN. GERM (%
Tall fescue 60 Ib.ac 97 85
Red clover 8 Ib/ac 95 65
Ladino clover 8 Ib/ac 95 65
Annual ryegrass 12 Ib/ac 98 85
Mulch: I.5 tort/ac small grain straw Fertilizer. 1000 Ib/ac 10-10-10
`r ) rid j
Crr
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MOBILE HOME
EX. MOBILE HOME
EX. MOBILE HOME
LANDSCAPE OPEN
SPACE.- 1575 SF
WELDON G.
PROP. D
ZO c
D.B. 392,
USE: V
LANDSCAPE OPEN
SPACE.• 750 SF
749000-E nvwt�uo-tr All, �l B1, 150 /11Unracrz rur-L env 151
600
:r e
Rest Area / 633
� ` , u PPx� ,. �-• Frey
U) Park
6- l M r3M.O i
Emmanuel t.•�" 602 1/�'
,Trailer Stephenson S� .
try °Par k /
Park 1
�s30
VICINITY MAP-USGS STEPHENSO N QUADRANGLEE
-SCALE: 1" = 2000'
EX. MOBILE HOME
F EX. FRAME
BLDG
EX. MOBIILE HOME
- EXISTING
VEGETATION
EX. TREELIINE
SILT FENCE
EXISTING 6' CHAIN
LiNK FENCE
A;�
/i
EXISTING 6' CHAIN
LINK FENCE
S48'00'00" W
10.78ft
EX. MOBILE HOME
LANDSCAPE OPEN
SPACE. 1410 SF
EXISTING
VEGETATION
EX. MOBILE HOME
J.K. & PO .LY J'-
PROP. I #44-A
ZONIN MH1
D.B. 605, ' 5!
USE: RESIDENTIAL
EX. iMOBILE HOME
20 0 20
Scale 1» = 20 ft
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DATE:
21 JUN95
APPROVED BY THE ZONING ADMINISTRATOR SCALE:
COUNTY OF FREDERICK, VIRGINIA
1 " = 20'
C.I.:
NA
ZONING ADMINISTRATOR DATE JOB NO.:
95018
9
SURVEY:
PLC
DRAWN:
JCL
SHEET:
1 /1
RONALD S. SIMKHOVITCH
PROP. ID #44-1 -A
ZONING: RA
D.B. 546, PG. 527
USE: RESIDENTIAL
i
OLIVER L. & RUTH B. PAYNE
PROP. ID #44-1-D
ZONING: M1 F>*-
USE: RESIDENCE ` O// x /
G-
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. O.p/ Sys\ 9� Q�Fp / � ���IRP
L�` 5
Q �p
C\
LANDSCAPE OPEN
SPACE. JJO SF
FA
EXISTING SIGN
4'x5' TWO FACE x 15'H
WITH 2" OF SM-2A r
FROM EDGE OF PAVEMENT �O.
TO PROPERTY LINE 0�
J.K. & POLLY J. WAMPLER
PROP. ID #44-A-56
ZONING: B2
D.B. 605, PG. 258
USE: MOBILE HOME SALES
GENERAL NOTES
I . The property delineated on this plan consists of approximately I.0 acres and is located on Route 11. in the Stonewall
Magisterial District of Frederick County, Virginia,
2. Owner:
O. L. Payne
P.O. Box 160
Stephenson, VA 22656 Telephone: (703) 662-4957
3. Developer:
O. L. Pavne
P.O. Box 160
Stephenson, VA 22656 Telephone: (703) 662-495
4 Engineer/Designer:
LEWIS & ASSOCIATES
24 East Piccadilly Street
Winchester, VA 22601 Telephone: (703)-722-9377
5. The property identification number is 44-A-57.
6 Site Data:
Lot Area: I 0 acres
Zoning: N1-I
Use: well drilling
Front Yard Setback: Required - 75' Provided - 65'
Rear Yard Setback: Required - 25' Provided - 7'
Rear setback requirement reduced to 7' by Variance #01 1-95.
Side'Yard Setback: Required - 25' Provided - 26'
Parking SetbackRequired - 5' Provided - 12'
Landscaped Area /
M I Required - 25,,,
Approximately 3500 sf or 8% of the site is vegetated with various grass species. These areas are generally !long the
perimeter of the storage vard.
Landscape open space requirement reduced to 8% by Variance #011-95.
Parking Tabulation:
General Office: Required - I per 250 sf = 4
900 1- square feet ofof7ice1250sf: Provided -5
Zoning District Buffers
Tgf11.5jj�.iiriti;, an�__Uistvace Buffer Required
NRIl (C)-Full Screen-75' Inactivef25' Active
RA (C)-Full Screen-75' Inactive+25' Active
Buffer and screen requirements were waived by Variance #006-95.
Floor Area Ratio main bldg.-1800 sf, storage bidgs.- 3000+- sf
total = 4800
FAR = 11.01','"
Building Height: 15'
7 ('rash is terporarily stored in or near the existing garage before being transported to file county landfill.
9. The property is served by well and on site septic system.
f There are no steep slopes, woodlands, food plains, wetland or sink moles evident on five property.
10. I he proposed building is to be used for storage only and will not result in all increased number of emplovees over the
present level.
I I No stonn water management is proposed for the site. The existing yard area consists of compacted gravel and asphalt.
The addition of the proposed structure will not result in a significant increase in runoff from the site
CONSTRUCTION NOTES
1. The existing utilities shown on these plans are based on available information. The CONTRACTOR shall he
responsible for determining the exact location of all utilities before commencing work and for any damages which
occur by the failure to locale and preserve these utilities. If the CONTRACTOR should encounter utilities other than
those shown oil these plans, the CONTRACTOR shall immediately notify the engineer and take necessary and proper
steps to protect the facility and assure five continuance of service.
O/H WIRES
�I
gyp_
E
SI1: TAT ION AND EROSION CONTROL NOTES
I. Erosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control Handbook
2. All perimeter sediment control devices shall he erected prior to anv land disturbing activities and shall remain in place
until the site is fully stabilized.
3. The contractor shall provide adequate means of cleaning tracks and/or other equipment prior to entering the public
right-of-way. It is the contractor's responsibility to clean the streets, allav dust and take whatever measures necessary
to insure that public roads are maintained in a clean and dust -free condition at all times.
4. The c(miraclor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off site
grading and construction is to to done with the property owner's consent.
5. The contractor shall stabilize all denuded Lard within 7 days after the end of construction. Embankment or excavated
slopes denuded for a period of greater than 14 days shall be temporarily seeded and mulched. Cut and fill slopes shall
be graded at a maximum of 2 horizontal to 1 vertical unless otherwise specified oil the plans.
6. Erosion control devices shall be inspected daily and damaged devices shall be repaired by the close of the day.
7 The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification:
Seedbed Preparation:
a. Scarify top I" to 2" of soil after final grades have been achieved.
h. Add 3 tons per acre pulverized agricultural linaestone(140lb/I000st).
SEED TYPE RAT MiN. PURITY(%) MIN, GERM.('%)
Tall fescue 60 Ib.ac 97 85
Red clover 8 Ib/ac 95 65
Ladino clover 8 fb/ac 95 65
Annual ryegrass 12 lb/ac 98 85
Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10
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 are not to exceed 2-horizontal to i-vertical unless otherwise called for on die plans.
4. Controlled Fills:
SEQUENCE OF CONSTRUCTION
A. Controlled compaciron shall occur in all fill sections for pavement, trenches for utilities and in other areas as
1.
establish construction entr mce (if required)
designated on the plans.
2.
establish perimeter controls as required
B. Controlled rolls shall he compacted to 98% density as determined by methods per standard proctor ASTM D 698,
3
clear arrd grub site
Density shall be verified by a qualified soils engineer.
4.
strip, stockpile and stabilize top soil
C. Controlled fills shall be compacted in 8 inch lifts (loose flricktness) to the specified density, beginning from the
S.
perform rough grading
existing ground surface, unless otherwise approved in writing by a qualified soils engineer.
6.
construct drainage controls
D The surfaces directly beneath areas to receive controlled fill are to be cleared, grubbed, and stripped of topsoil.
7.
begin facilities construction
The area is then to be scarified and compacted to a depth of 6 inches to the sane density as the controlled f+N to
8.
perform final grading and site stabilization
be placed thereon.
E. Fill material shall be taken from approved borrow areas. It shall be. cleat soil, free of roots, woody vegetation.
oversized slimes, rocks, sandy sgij.,o .other objectionable material.
BENCHMARK. mark on top ofexisting 4" diameter PVCpipe in yard - assumed elevation = 100.00.
MOBILE HOME
EX. MOBILE HOME
WELDON G. & ALICE C. OATES
PROP. ID #44-A- rop
ZONING: RA
D.B. 392, PG. 214
USE: VACANT
i�. EXISTING 6' CHAIN
LINK FENCE
LANDSCAPE OPEN
SPACE.- 1575 SF
S4600"Mr W
10.78ft
LANDSCAPE OPEN
SPACE. 750 SF
749um-1. INWOOD•AAr(.' Br 750 F3UNPEI?llrl_L6AH 151
Sch i!t c d
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^k33 -�
Rest Area /
railer, z- -
rn r F 6MPark ' v r- N
2 �M y ' Finmanutel ♦. 602
z Stephenson
(� rry Tiailer
Park
IZI IN,
Park
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VICINITY MAP-USGS STEPHENSON QUADRANGLE -SCALE: 1" = 2000'
EX. MOBILE HOME
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- E)XISTING
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EX. TREELINE
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//Mtn SPACE.- 1410 SF
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EX. MOBILE HOME
J.K. & POLLY J. WAMPLER
PROP. ID #44-A-56
ZONING: MH1
D.B. 605, PG. 258
EX. MOBILE HOME USE: RESIDENTIAL
20 0 20 60
EX. MOBILE HOME
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EX. MOBILE HOME
Scale 1" = 20 ft
APPROVED BY THE ZONING ADMINIISTRATOR
NAL SITE PI `,, COUNTY OF FREDERICi(, VIRGINIA
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DATE: SURVEY:
21JUN95 PLC
SCALE: DRAWN:
1 " = 20' JCL
C.I.:
NA
JOB NO.: SHEET:
95018 1 /1
RONALD S. SIMKHOVITCH
PROP. ID #44-1 -A
ZONING: RA
D.B. 546, PG. 527
USE: RESIDENTIAL
i
OLIVER L. & RUTH B. PAYNE /
PROP. ID #44-1 -D /
F /
ZONING: M 1 {
USE: RESIDENCE
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LANDSCAPE OPEN
SPACE, 330 SF
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WITH 2" OF SM-2A -.—
FROM EDGE OF PAVEMENT �O.
TO PROPERTY LINE 0�
J.K. & POLLY J. WAMPLER
PROP. ID #44-A-56
ZONING: B2
D.B. 605, PG. 258
USE: MOBILE HOME SALES
O/H WIRES
4 x5 TWO FACE x 15 H
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6ENF.RAL NOTES / P/P
I. The prolx•rh delineated on this plan :insists of ;gtpriximately I 0 acres and is located on Route 11. in the Stonewall
/ oo L
Magisterial District of Frederick County. Vitvinia, /
2 Owner /
O. L. Payne
P.O Box 160 /
Stephenson, VA 226i6 lclephone (701) 062-49S7
3. Developer: /
O. L, Payne /
P O. Box 160
Stephenson, VA 22050 "Telephone: (703)662-495 /
4 Engineer/Designer /
LFWIS R ASSOCIATES /
24 Fast Piccadilly Street
Winchester, VA 22601 telephone (703)-722-9377 /
5. The property identification number is 44-A-57. /
6. Site Data: /
Lot Area: 1 0 act es
Zoning M-1 /
Use: well drilling /
Front Yard Setback- Required - 75' Provided - 05'
Rear Yard Setback: Required - 25' Provided - to' /
Rear setback iegunement reduced to 7' by Vuiatce #01 1-95.
Side Yard Setback: Required - 25' Provided - 20'/
Parking Setback Required - 5' Provided - 12'
Landscaped Area /
M I Required - 25"/
Approximately 3500 sf or of the site is vegetated with vinous grass species These areas are generally RFong the
perimeter of the storage yard.
Landscape open space requirement reduced to 8"ru by Variance #01 1-95
Parking Tabulation:
General Office: Required - 1 per 250 sf = 4 E'
900 -t- square tees of office/250sf. Provided -5
Zoning District Buffers SILTATION ,AND EROSION CONTROL NOTES
7 r _lam lill tff•r Reatnirrr-el 1 C•rosion control practices shall conform to the requirements of the Virginia Erosion and Sediment control I landhook
MIII ((')Pull Screen-75' Inactive+25' Active
RA ((')-Full Screen-75' Inactiver25' Active 2 All perimeter sediment control devices shall he erected prior to any land disturbing activities and shall remain in place
Buffer and screen requirements were waived by Variance #006-95 tuuil the site its fullstabilized.
Floor Area Ratio main bldg.-1800 st, storage bldgs.- 3000+- sf
total - 4800 3. 'Ilie contractor shall provide adequate ineaas of cleaning trucks and/or other equipment prior to entering the public
FAR = 1 L01",o right —of --way It i, if,t t '
Building Height: IS,
7. Trash is temporarily stored in or near the existing garage before being transported to the county landfill
8 The property is served by well aid on site septic system.
t. 'There ate no steep slopes, woodlands, good Plains, wetland or sink holes evident on the property.
10 Me Priposed Wilding is to be used for storage only and will not result in an increased number of employees over tlue
present level.
I I- No storm water management is proposed for the site. The existing yard area consists of compacted gravel and asphalt.
The addition of the proposed structure will not result in a significant increase tit runoff from the site
CONSTRUCTION NOTES
L The existing utilities shown on these plans are hased on available intormatiow 'The CONTRACTOR shall be
responsible for determining the exact location of all utilities before commencing work aid 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 necessary and proper
steps to protect the facility and assure fire continuance of service.
2T-he CONTRACTOR shall have approved constriction drawings prior to the start of construction. At least one copy of
approved plans and revisions shall be kept on -sue at all times
3. Cut and fill slopes are not to exceed 2-honzonfal to i-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 Oil tile plans.
Fi. Controlled tills shall be compacted to 98% density as determined by methods per standard proctor ASTM D 698.
Demisity shall he 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 heneath areas to receive controlled fill are to he cleared, grubbed, and stripped of topsoil
The area is then to be scarified and compacted to a depth of 6 inches to the sane density as the controlled fill to
be placed thereon.
E. Fill material shall be taken from approved borrow areas. It shall be cleat soil, free of roots, woody vegetation,
oversized stones, rucks, sandy sg l,xm4 titer objectionable material.
5. BENCHMARK: mark on top of existing 4" diameter PVC' pipe in yard - assumed elevation = 100,00,
e con rac or s responsibility to cl"i the streets, allav dust and take whatever measures necessary
to insure that Public roads are maintained in a clean and dust -tree condition at all times
1. The contractor shall perform overlof grading to provide positive drainage and preclude ponding of water. All off site
grading and construction is to he done with the property owner's consent,
The contractor shall stabilize all denuded land within 7 days after the end of construction. Embankment or excavated
.byes denuded titr a period of greater than 14 nays shall be temporarily seeded and mulched Cut and fill slopes shall
be graded at :1 maxrmtiin of 2 horizontal to I vertical unless otherwise specified on the plans.
Erosion control devices shall be inspected daily and damaged devices shall be repaired by the close of the day.
'The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification
Seedbed Preparation:
a. Scarify top I" to 2" ofsoil after final grades have been achieved.
b. ,Add 3 tons per acre pulverized agricultural Iiniestone(140lb/1000si).
LEEU TU T Rq�'G M NJ'l,1RIT.Y . MIN. C;ERM.(yl
Tall fescue 60 lb.ac 97 85
Red clover 8 Ib/ac 95 65
Ladino clover 8 Ibiac 95 65
Annual ryegrass 12 Ib/ac 98 85
Mulch: 1 5 ton/ac small grain straw Fertilizer 1000 Ib/ac 10-10-10
SEQUENCE OF CONSTRUCTION
I. establish construction entrance (if required)
2. establish perimeter controls as required
3. clear and gruh site
4. strip, stockpile and stabilize top soil
5. perform rough grading
6. construct drainage controls
7. begin facilities construction
8. perform final grading and site stabilization
MOBILE HOME
EX. MOBILE HOME
WELDON G. & ALICE C. OATES
PROP. ID #44-A- (00
ZONING: RA
D.B. 392, PG. 214
USE: VACANT
EXISTING 6' CHAIN
LINK FENCE
LANDSCAPE OPEN
SPACE 1575 SF
S4TOWWW
1 O.7sft
LANDSCAPE OPEN
SPACE. 750 SF
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VICINITY MAP-USGS STEPHENSON QUADRANGLE -SCALE: 1" = 2000'
EX. MOBILE HOME
OO.
EX. FRAME
�\ BLDG
EX. MOEBILE HOME
EXISTINIG
VEGETATION
EX. TREE'LINE
SILT FENCE
EXISTING 6' CHAINi
LINK FENCE
LANDSCAPE OPEN
/�Y //{ t►� SPACE, 1410 SF
J�
EXISTING
VEGETATION
EX. MOBILE HOME
J.K. & POLLY J. WAMPLER
PROP. ID #44-A-56
ZONING: MH1
D.B. 605, PG. 258
EX. MOBILE HOME USE: RESIDENTIAL
20 0 20
EX.. MOBILE HOME
EX. MOBILE HOME
Scale 1" = 20 ft
APPROVED BY THE ZONING ADMINISTRATOR
COUNTY OF FREDERICiC, VIRGINIA
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I�NAL E�
DATE:
SURVEY:
21JUN95
PLC
SCALE:
DRAWN:
1 " = 20'
JCL
C. I.:
NA
JOB NO.:
SHEET:
95018
1 /1