HomeMy WebLinkAbout038-96 Stephenson Emmanuel United Methodist Church - Stonewall - Backfilet
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1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Department of Health, Frederick County Sanitation Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the
contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss
Utility" 1-800-257-7777.
3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought 'to
the attention of the Engineer and/or the Owner.
5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's
responsibility.
7. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show
existing ground elevations at centerline of utility, structure or rood, and offset hub elevation.
EROSION CONTROL
1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the
Frederick County Public Works Department,
2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
Erosion Control Guidelines and local ordinances and to be utilized during the construction period.
3. All erosion control structures shown or as required during construction shall be continuously maintained
throughouti i which r r the period n wh c areas are denuded. Areas shown to be surfaced are to have stone base installed
h p A w o st
at the earliest possible date after establishing grade, No area is to remain denuded for more than 7 calendar days
when construction is not in progress.
4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected
area.
5. All unpaved areas of the site which are .disturbed by this construction shall be provided with 4" topsoil,
fertilized,m n I seeded, compacted and mulched. Seed bed to be watered and cored for as necessary to provide a
good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions,
FIRE & RESCUE
1. Burning of land clearing debris requires a .permit from the Fire Marshal. Burning of construction debris on site
is prohibited.
2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs
must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire
hydrants. Fire Hydrants are not to be obstructed at any time.
FREDERICK COUNTY SANITATION AUTHORITY
1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall
additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate
with this agency and arrange for inspection by the Sanitation Authority as necessary.
2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority
Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort.
3. Temporary termination of sewer line shall be plugged with a watertight plug. The ends of the laterals shall be
marked with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6,)
inches of the post shall be painted green.. Sewer lateral elevations to be compatible with gravity service to proposed
buildings as shown on the Architectural drawings.
4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require:
1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final
grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches., and 4)
all components of the meter box assembly to be in proper working order. It is the contractor's responsibility to have
the meter box installed correctly.
5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines.
The location of the tap and the termination point of the lateral are to be 'coordinated with the Authority's assistant
engineer.
6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and
make the tap. The contractor must make application for and pay the cost of this work.
' 7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval.
MROIN16 DEPARTMENT OF TRANSPORTATION
1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (V' DOT)
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 & Health Adminis
and VOSH Rules & Regulations.
3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall` be in accordance
with the current edition of VDOT's work area protection manual. 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.
4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change
as deemed necessary by VDOT.
5. 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.
6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the
enginee ..and/or.developer with the�gt pdAnpe,.,of the contractor, various County agencies, utility companies and VDOT
prior to initiation of work.
7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined
lenI -time-., r:egtrire�1,4& h-ours--rrotice--for• day inspection.
8. The Contractor will be responsible for `maintaining adequate access to the project from the adjacent public road-
way 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 shalt be
maintained through construction.
9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
construction.
10. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and,
when possible, to be installed under roadway drainage facilities.
11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to
the attention of the engineer and VDOT. Work shall cease in that vicinity until adequate design can be determined
12, All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement
of fill.
13, All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6"
lifts to 95% of theoreticalmaximum 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-wqy. At the direction of VDOT Inspector
density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and
Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval.
14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where
determined necessary by VDOT Inspector.
15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT
minimum design standards and is the developer's responsibility.
16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street
right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be
obscured.
17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis,
71
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Vicinity Map
SCALE 1" = 2000•
JULY 82' i99-6
Gilbert W. Cliffon
Associates, Inc.
Engineers - Lend Planners - Surveyors
<,
150-C Olde Greenwich Dr; 200 North Cameron St.
Fredericksburg, Virginia 29401 Winchester, Virginia 22601
(540) 898-211.5 (540). 667-2139
VIRGINIA
SHEET INDEX
1
COVER SHEET
2
SITE GRADING & UTILITIES PLAN
LEGEND
EXISTING GRADE
PROPOSED GRADE �So _
PROPOSED PROPERTY LINES --
PROPOSED CONCRETE WALK
EXISTIING OFFSITE ENTRANCE
4!
IM510
I
Ir
APPROVED BY
t/,), & )a . t� 2,14
ZONING AD NISTRATO ATE
! IN ,1 hL. S. TE PLA PO•i
1101), OWNER/DEVELOPER --ma_-
STEPHENSON EMMANUEL UMC
C/O REV. DOUG PAYSOUR g�M
2720 MARTINSBURG PIKE �il' Q d �'
STEPHENSON, VA, 22656 o
(540) 722-5633 ,
♦ j r � s
Y •. f,a� f''a' m
y�r
r♦ ,� r
ENT.
Job Number:' _ o
Sheet Number- I - of
"940`11-CV.dwo"
N/F
DAVID B. GRIM
44 - A - 70
44 - A - 71
DB 400 PG 199
ZONED: RA
USE: RESID.
N/F
SHIRLEY H. WILSON
44 - A - 72
DB 368 PG 342
ZONED -.RA
USE: RESID.
N/F
STEVENSON C. & JANICE W. MILLER
44 - A - 73
DB 799 PG 1596
ZONED: RA
USE: RESID.
Ex. Fire
Hydrant
3
C
0
� � 1
� q <
I �
Z
o U) 3
-0
f�
0
o_ 3
37.26.
5 47�156�� E
Ex.
Asphalt
Parking
44 - A - 69
FAHNESTOCK
Stone
o
Mon.
Ex. Sign
73.00'
S 35'11'56" E
15' B.R.L.
t8" 1
Conc
Stoop
N /F
L.F. FRANKLIN & SONS, INC.
44 - A - 89A
DB 423 PG 536
ZONED: RA
USE: CONSTRUCTION YARD
ENT ENT
W
to:
U
S 3457'42" E v 99.66'
Ex. Sign ' X. Sig
601.1
6� I
A
X T O1
602.9 ` }
605.0
0
60' B.R.L. I
7f x
F- 6O6 - -- - 9I601.2
�o I� 3
/ v
/ o
�I
v
i [ CMP
ENT
STATE ROUTE 664 - STEPHENSON ROAD ( 30' R/W )
35 MPH SPEED LIMIT
N/F ENT
MAXINE W. FRANKLIN
44 - A - 66
DG 740 PG 327
ZONED: RA
USE: RESID.
6" DRAIN TO DAYLIGHT (PVC SCH. 40)
® 1.00% MINIMUM SLOPE
N/F
LAMBERT J. & LILLIAN BROWN
44 - A - 88
DB 565 PG 626
ZONED: MH1
USE: MOBILE HOME PARK
N /F
BRUMBACK
44 - A - 95 (2PTS)
DB 333 PG 348
ZONED: RA
USE: RESID.
N/F
MADAGAN, DOUGLAS A. JR.
44 - A - 65
DB 635 PG 701
ZONED: RA
USE: RESID.
Brick One Story
/ v
Conc.
Stoop
'GRATE
Education Wing
W/ partial Basement
Step/
PROPOSED
INLET
o
moo" I ONE STORY BRICK GATHERING AREA
W/ BASEMENT ACCESS
,
Ex.
Ex. Water Meter
FF=611.88 BF=602.82
602.1
& 1" Ser. Lot.
HGT.=28'
Q
�rowl
--�5' j� 14 134"`� -
Y- 'y
- 36 i0'S6" E 135.53'
Y -
30" S 35'13'48" E 139.21' - x
Brick � �P
Irn t
I
---
30"
Sign 1G
❑ r
{
602
606 -
Sanctuary
Wooden
Shelter 607.5 607.2 TRI 12"
Vick
F = 611.88
BF = 602.82
x
60Z2 x
602
Brick
608
606.4
604
HC Steps
EX. SEPTIC TANK
601.6
50' B_R. L.
r - - - - - - - - - - -
\ 602.9
8 EX. SPACES
;`
-0.
-
I
(
6
EX.
ffA
HC
HC
10 EX. SPACES I
I
I
1
10'10'
x
18"
EX. DRAINFIELDT
BE
I
6o1.s
Ex.
Ex.
Gravel
-
Asphalt I rn
Parking
x O
ng
I I
TRi. 15"
I
x x2.9
' 60
O
609.8 1 Q0
609.2
60B 9
601.7
r
1
I I 609.E I
-- - -
o0i
14 EX. SPACE
50' B.R.L.
T-
- -� - fi
- - -- - -- -
-
CC
10' x 18'
_
X
_ __ _ _ 607.3
610 -' -` _-._-1 3 EX SPACES DBL. 10"
��
10' x 18'
<Ex
Sign �6"
02
18"
10 EX. SPACES Shed
9' x 20' \
603.2
,
I N 35'53'39" W
383.34'
_ -- _.
- - - - - -
0 0
\� Choin Lin Fence
3 Ex.
--- \
Water
614
\ I 612
Meter
\
`\ I 15.
N/F
1
WAMPLER, JACK K. POLLY'
J.
616
One Story
\
J
44 - A - 56
DB 605 PG 258
z
3
Brick
Building
k
STEPHENSON EMM NUEL UMW\
ZONED: MH1
44 - A - 63 )
\'
USE: MOBILE HOME PARK
W
6,5,
r
DBO 62556 A 34 PROJECT SUMMARY
:N 618 ZONED: R TAX MAP do PARCEL # PIN 1 44 - A - 64
I USE: PARSON GE l ZONING : RA
REVISIONS
110. date description
8 23 96 REVISED PER HEALTH DEPT. COMMENTS
11 25 96 REVISED PER COUNTY EGINEER'S COMMENTS
11 25 96 REVISED PER FREDERICK CO. PLANNING DEPT. COMMENTS
L 12/05/96 REVISED PER FREDERICK CO. PLANNING DEPT. COMMENTS
ROUP
3
6200
i
x
610.6
N 33'40'44" W �QChain Link Fence - GRAPHIC SCALE
267, 74'
N/F 30 0 15 30 60
3 ENT COOK, DONALD E.
44 - A - 62
DB 622 PG 52 3
ZONED: RA ( IN FEET )
USE: RESID. I inch = 30 ft.
_ JOB NO./DWG. NAME: 94011- SP. dwg OF
-
by DULY 5, 1996
by ckd.
DATE: Gilbert W. Clifford
L-.L-
DESIGNED BY: C.E.M. o CERTIFICATE NO Z
[af.._ U 7091 D
DRAWN BY: D.S.F. Engineers
REGISTERED PROFESSIONAL 150-C Olde Greenwich Dr.
Fredericksburg, Virginia 22401
-- APPROVED BY: C.E.M. ENGINEER (540) 898-2115
Land Planners
606.6
27 24,R�P
01
40"
LIGHT DUTY
METAL GRATE
r 4.. STD. 4" WIDE
CONC. BLOCK
�T
6"
D STD. 6" WIDE
24,. �- CONC. BLOCK
• D • D
4 J - --- ---_- 6" PVC PIPE
4'x4' CONC. PAD
1 607.0 O
0
ti
1� 9?
f
O
Z
O
607.3 O
O
1 rn
0
A
GRATE INLET DETAIL
N T. S
N/F
ROBERT C. & ALCESTRA R. DYKE
44 - A - 94
DB 828 PG 859
ZONED: RA
USE: AGRI.
o607.6
rn
607.5
USE . CHURCH
SITE ACREAGE: 3.3515 ACRES
PROPOSED BLDG. AREA: GATHERING AREA 1,500 sgft
BASEMENT ACCESS 400 sgft
HEIGHT OF BUILDING: 28'
FAR: 9918 sqft (EXISTING) + 1900 sgft (PROPOSED) / 3.3515 AC = 0.060936
CHURCH SEATING CAPACITY : 150 PEOPLE
Zo REQUIRED PARKING 50 SPACES + 2 HC SPACES
.- EXISTING PARKING 51 SPACES +3 HC SPACES
NOTES:
1. NO ENVIRONMENTAL OR HISTORICAL FEATURES TO BE DISTURBED BY THIS PLAN.
2. NO CHANGES OR ADDITION TO EXISTING PARKING LOT. EXISTING SEATING CAPACITY
TO REMAIN THE SAME.
3. NO ADDITIONAL LANDSCAPING REQUIRED.
STEPHENSON EMMANUEL
end Associates, Inc UNITED METHODIST CHURCH
Surveyors
200 North Cameron St.
Winchester, Virginia 22601
(540) 667-2139
SITE GRADING PLAN
STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA
scale
1 " = 30,
SHEET
2
OF
2
,
CONSTRUCTION NOTES
1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the
completed installation of the utility systems and all other improvements shown or implied as necessary for the
completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with
applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia
Department of Health, Frederick County Sanitation Authority and the contract documents.
2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown.
The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the
contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss
Utility" 1-800-257-7777.
3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall
be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets.
4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to
the attention of the Engineer and/or the Owner.
5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit
conditions imposed.
6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's
responsibility.
7. Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show
existing ground elevations at centerline of utility, structure or road, and offset hub elevation.
EROSION CONTROL '
1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the
Frederick County Public Works Department.
2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia
Erosion Control Guidelines and local ordinances and to be utilized during the construction period.
3. All erosion control structures shown or as required during construction shall be continuously maintained
throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed
at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days
when construction is not in progress.
4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected
area.
5. All unpaved al eos of the site which are disturbed by this construction shall be provided with 4" topsoil,
fertilized, seeded, compacted on j mulched. Seed bed to be watered and cared for as necessary to provide a
good lawn quality gross cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions.
FIRE & RESCUE
1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site
is prohibited.
2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs
must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire
hydrants. Fire Hydrants are not to be obstructed at any time.
FREDERICK COUNTY SANITATION AUTHORITY
1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall
additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate
with this agency and arrange for inspection by the Sanitation Authority as necessary.
2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority
Inspector in the field. Contractor to provide assistance as the Inspector may require in this effort.
3. Temporary termination of sewer Fine shall be plugged with a watertight plug. The ends of the laterals shall be
marked with a treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6)
inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed)
buildings as shown on the Architectural drawings.
4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require:
1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final
grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4)
all components of the meter box assembly to be in proper working order. It is the contractor's responsibility to have
the meter box installed correctly.
5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines.
The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant
engineer.
6. The Frederick County Sanitation Authority shall top all existing waterlines. They will furnish the materials for and
make the tap. The contractor must make application for and pay the cost of this work.
7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval.
VIRGINIA DEPARTMENT OF TRANSPORTATION
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 Regulatidns 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 & Health Adminis
and VOSH Rules & Regulations, '
3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance
with the current edition of VDOT's work area protection manual. Furthermore, all traffic control floggers must be
certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section
104.04-C.
4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change
as deemed necessary by VDOT.
5. 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.
6. 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.
7. 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.
8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road-
way 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.
9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of
construction.
10. All water and sewer lines within existing or proposed VDOT right-of-woy ore to have minimum 36" cover and,
when possible, to be installed under roadway drainage facilities.
11. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to
the attention of the engineer and VDOT. Work shall cease in that vicinity until adequate design can be determined
12, All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement
of fill.
13. All roadway fill, base, subsurface material and backfill of utility/storm 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 VDOT Inspector
density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and
Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval.
14. VDOT Standard CD and UD underdroins shall be installed where Indicated on these plans and further where
determined necessary by VDOT Inspector.
15. The installation of any entrances and mailboxes within any dedicated street right-of-woy shall meet VDOT
minimum design standards and is the developer's responsibility.
16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street
right -of. -way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be
obscured.
17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be
installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis.
ba,
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Vicinity Map
SCALE 1" = 2000'
JtTLY 89 1996
we
Gilbert W. Clifford 8c Associates, Inc.
Engineers - Land Planners - Surveyors
150-C 01de Greenwich Dr. 200 North Cameron St.
Fredericksburg, Virginia 22401 Winchester, Virginia 22601
(540) 898-2115 (540) 667-2139
VIRGINIA
SHEETINDEX
1
COVER SHEET
2
SITE GRADING & UTILITIES PLAN
LEGEND
EXISTING GRADE
PROPOSED GRADE
PROPOSED PROPERTY LINES
PROPOSED CONCRETE WALK
EXISTING OFFSITE ENTRANCE
• r-
STEPHENSON EMMANUEL UMC
C/O REV. DOUG PAYSOUR
2720 MARTINSBURG PIKE
STEPHENSON, VA 22656
(540) 722-5633i-:
rINAL SATE PLAfl
r'ROV�. D /
Job Number:___94011
Sheet Number_ 1 _ of _ 2__
0
".a
y4V I i-t,v°awg
ENT
N/F
DAVID B. GRIM
44 - A - 70
44 - A - 71
DB 400 PG 199
ZONED: RA
USE: RESID.
N/F
SHIRLEY H. WILSON
44 - A - 72
DB 368 PG 342
ZONED -RA
USE: RESID.
Ex. Fire
Hydrant
3
G
0
C
fn 3�
U` Z
I �
o � �
c�
"n
00
0- 3
� I
N/F
L.F. FRANKLIN & SONS, INC.
44 - A - 89A
DB 423 PG 536
ZONED: RA
USE: CONSTRUCTION YARD
ENT ENT
/- tx. sign °
S 34'57'42" E
!CM
Ex. Sign
1 x•
Sig
W
ENT
j
44 - A - 69
FAHNESTOCK o
0
601 1
Stoneo6
�
I
Mon.
601,
Ex. Sign
X
602.9
I
rn
605.0
�I
37.26
„ E
73.00'
S 35*11'56" E
60 B.R.L.
�� 6 06
o
6
I
X
601.2
1
S 47.12'56
ci
a,
15' B.R.L.
_�_j
s
0
o
I ��
Conc
Ex.
Stoop
6
O�
ParkinAsphalg
Parkin-
1
o
j
/
o
/
�I
Brick One Story
0b nc.
Conc.
Stoop
Education Wing
w/ partial Basement
Step,/
'GRATE INLET
o U rn
U �
„(�A
I
�O
Ex.
Ex. Water Meter
& I" Ser.
Lot.
Q yawl
STATE ROUTE 664 - STEPHENSON ROAD ( 30' R/W )
35 MPH SPEED LIMIT
N/F
MAXINE W. FRANKLIN
44 - A - 66
DG 740 PG 327
ZONED: RA
USE: RESID.
6" DRAIN TO DAYLIGHT (PVC SCH. 40)
® 1.00% MINIMUM SLOPE
PROPOSED
ONE STORY BRICK GATHERING AREA
W/ BASEMENT ACCESS
FF=611.88 BF=602.82
HGT.=28'
ENT
N/F
LAMBERT J. & LILLIAN BROWN
44 - A - 88
DB 565 PG 626
ZONED: MH1
USE: MOBILE HOME PARK
N /F
BRUMBACK
44 - A - 95 (2PTS)
DB 333 PG 348
ZONED: RA
USE: RESID.
EN T
N/F
MADAGAN, DOUGLAS A. JR.
44 - A - 65
DB 635 PG 701
ZONED: RA
USE: RESID.
Y 30" j S 35'13'48" E- 139.21'- x
�.- I T i Y Y e s�
� Im t30`Brick AO I �� ��1 %%_ JLJ�` �Jk...� 602
602.1
10'56" E 135.53'
Sign
r 6U6
1ck Sanctuary
0
Wooden Shelter 67.5
X
607.2
�h 12"
F = 611.88
I
BF 602.82
6072
x
602
Brick
'08
606.+
- 604
Steps
H C
EX. SEPTIC TANK
-
so1.6
U'�'"'
50' B.R.L..
-
- --
- - - ------
_ --I
601.9
18" 3
I`
I I I
8 EX. SPACES
I
10' x 18'
�
1
y
I
o
6
EX. PA S � HC HC
10 EX. SPACES
I I I
I
1P
10' 18'
10' x 18' EX. DRAINFIELD
I
x
T
BE TRIP D \
�-
I
601.5
Ex
,.,_ ..
Ex.
Grovel
I
Asphalt I o
Parking
+
•. I
P>7Kk
X
I ( I "
I
Tj
R i. f5." X
X
, 602.9
9 609.8
609.2 608.9
601.7
I
I
1
o
609.E
14 EX. SPACE 50' B.R.L
--
- --
- - -f-
11
10, X 18'
-
_ I
x
607.3
+ - 610 - - - '. 1
3 EX.
SPACES I
DBL. 10"
10'
x 18'
<Ex.
Sign rt� 3 b . 02
\ 10 EX. SPACES
I
Shed
\
606.E
2�. 24, RCP
40"
LIGHT DUTY
METAL GRATE
r 4" STD. 4" WIDE
CONC. BLOCK
}
6"
STD. 6" WIDE
L4" CONC. BLOCK
4" 6" PVC PIPE
4'x4' CONC. PAD
GRATE INLET DETAIL
N.T.S.
N /F
ROBERT C. & ALCESTRA R. DYKE
44 - A - 94
DB 828 PG 859
ZONED: RA
USE: AGRI.
n
607.0 p
J
N
g
(D
O
607.3 O
0
J
� W
"a
1�
A
18 1 9' x 20' l \r 603.2
' I s N 35 53'39" W 383.34'
Y
---------- - ---- X - -Y �r�`�'�-
„��.. �YY1r t'-Y� YYY'Y�Y �Y"`">� Y 1c�Y"Y`1r'�Y` Y Y Y Y Y - �"�`
0 0
Choin Lin Fence 0
Ex. �
Water 614 I 612
Meter
1 15' N/F
WAMPLER, JACK K. POLLY J.
I 44 - A - 56
61611` On BStory \• DB 605 PG 258
Brick
34 Building STEPHENSON EMM NUEL UMW ZONED: MH1
tY 615.1 44 - A - 63� ) `�- USE: MOBILE HOME PARK
W \ J
3 DBO 62556 A .34 PROJECT SUMMARY
_a 618 ZONED: R TAX MAP & PARCEL # PIN # 44 - A - 64
CIA USE: PARSON GE ZONING : RA
OtJP
7'w x
ENT 61o.s
- 620.0 � 12"
x
-- Chain Link Fence
N 33'40'44" W 267.74'
N/F ENT N /F
STEVENSON C. & JANICE W. MILLER 3 COOK, DONALD E.
44 - A - 73 44 - A - 62
DB 799 PG 1596 DB 622 PG 52
ZONED: RA ZONED: RA
USE: RESID. USE: RESID.
REVISIONS _ JOB NO./DWG. NAME: 94011-SP.dwg' OF
no. date description by ekd.
_ 1 8 23 96 REVISED PER HEALTH DEPT. COMMENTS d3f CEM DATE: JULY 5, 1996 z
11 25 96 REVISED PER COUNTY EGINEER'S COMMENTS
11 25 96 REVISED PER FREDERICK CO. PLANNING DEPT. COMMENTS d9f CEM DESIGNED BY: C.E.M. o CERTIFICATE A, Z
12 05 96 REVISED PER FREDERICK CO. PLANNING DEPT. COMMENTS CEM U 7091
DRAWN BY: I.S.F.
REGISTERED
-- -- -- PROFESSIONAL
-------------- APPROVED BY: C.E.M. ENGINEER
0) 07.6
aa)
607.8
USE : CHURCH
SITE ACREAGE: 3.3515 ACRES
PROPOSED BLDG. AREA: GATHERING AREA 1,500 sqft
BASEMENT ACCESS 400 sgft
HEIGHT OF BUILDING: 28'
GRAPHIC SCALE FAR: 9918 sgft (EXISTING) + 1900 sgft (PROPOSED) / 3.3515 AC = 0.080936
CHURCH SEATING CAPACITY : 150 PEOPLE
30 0 15 30 60 120 REQUIRED PARKING 50 SPACES + 2 HC SPACES
EXISTING PARKING 51 SPACES +3 HC SPACES
( IN FEET) NOTES:
I inch = 30 ft. 1. NO ENVIRONMENTAL OR HISTORICAL FEATURES TO BE DISTURBED BY THIS PLAN.
2. NO CHANGES OR ADDITION TO EXISTING PARKING LOT. EXISTING SEATING CAPACITY
TO REMAIN THE SAME.
3. NO ADDITIONAL LANDSCAPING REQUIRED.
STEPHENSON EMMANUEL
Gilbert W. Clifford
Engineers
150-C Olde Greenwich Dr.
Fredericksburg, Virginia 22401
(540) 898- 2115
and Associates, Inc
UNITED METHODIST CHURCH*
Land Planners Surveyors SITE GRADING PAN
200 North Cameron St.
Winchester, Virginia 22601
(540) 667-2139 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA
scale
1 " = 30'
SHEET
2
OF
2