HomeMy WebLinkAbout40-01 Timber Ridge School - Treatment Center - Gainesboro - Backfile (2)1075
10-10
1065
MH-1
0+00 0+50
SCALE: HORIZ. - I "=50'
VERT. - I"=5'
1 +00 1+50
Iran.: sr Wilts►—t w "OW.sOy .1 s.i.q .li
New lk. lop .1 11�o.onry Is to be blt
Y le. t. pans prow odys-
9Yi hi A se • r nhalt of oowr ad hens !. pod. tY
fths n of Inner a erbk d Zby
by the r.p...r.
io ■■
2 .� AN ooncrrb to be claw A3
q. dob top as detailed on
n I L —2 may be sllbetlbrMd h
: section when opprowd by tt
St'a St-1
When speeMed on plans the
be shaped In accordance ell
AY tj flan IS-1.
4' 0'
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As Im��ms
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1075 1
1070 I
1065 I
2+00
Sheet 1 of 5
HALF PLAN VIEW
HALF SECTION A -A
(WrH FRAME AND COVER REMOVED)
BRICK CONCRETE
TABLE OF QUANTITIES
DEPTH
BRICK MpNHO�E
CONCRETE
BRICK
Co«CRETE
CONCIIETE
FEET
cu. YM
cu. YDS.
6
0.9
0.763
1.961
7
0 765
6
.485
9
7
2.747
LIS
3.009
1.9
7
12
2.2
0.970
.S.E17
1
2s
7
4.541
15
3.1
0.970
4.903
16
3.4
0.970
5.265
.173
0.45
0.562
• Ou 06- shown are nor manhole
wtnal,t es p1pe.. The amount dYpbasd
by pipmust be deducted to ob—
taN true quontird".
A bow thickness of 9' was used
m in imputing h p conchs glantRMsi
tift ts, to be added for
each oddborol foot of depth.
Matei may be brick, concrete
or opprowd concrete manhole block.
If blacks are used the minimum
thickness of some Is to be Ste. Other
thicknesses are to conform to wall
thickness .flown for concrete.
MANHOLE FOR 12"-48"PIPE CULVERTS REFERENM
VIRGINIA DEPARTMENT
of 302
106,0171 TRANSPORTATION
PIPE OUTLET CONDITIONS
A A
IPE OUTLET TO FLAT
REA WrM NO DEFINED
HANNEL
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-a4 ��af/ �Iafl �►af/ ���• �1�• ���el—��
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TABLE 3.32—C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn
Per Acre
— Commercial or Residential
200-250 lbs.
— Kentucky 31 or Turf —Type Tall Fescue
90-100%
— Improved Perennial Ryegrass *
0-10%
— Kentucky Bluegrass
0-10%
High —Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia.
125 lbs.
General Slope (3:1 or less)
— Kentucky 31 Fescue
128 lbs.
— Red Top Grass
2 lbs.
— Seasonal Nurse Crop**
20 lbs.
150 lbs
Low —Maintenance Slope (Steeper than 3: 1)
— Kentucky 31 Fescue
108 lbs.
— Red Top Grass
2 lbs.
— Seasonal Nurse Crop**
20 lbs.
— Crownvetch **•
20 lbs.
150 lbs
* Perennial Ryegrass will germinate faster and at lower
soil
temperatures than fescue, thereby providing cover and
erosion
resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding
dates as
stated below:
March, April through May 15th
Annual Rye
May 16th through August 15th Foxtail
Millet
August 16th through Sept.,Oct.
Annual Rye
November through February
Winter Rye
*** If Flatpea is used, increase to 30 lbs./acre. All legume seed
must be properly inoculated. Weeping Lovegrass may also be
included in any slope or low—maintance mixtures during warmer
seeding periods; add 10-20 lbs/acre in mixes.
TABLE 3.31—B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK
REFERENCE FOR ALL REGIONS"
Rate
Planting Dates
Species (lbs./acre)
Sept. 1 — Feb. 15
50/50 Mix of
Annual Ryegrass
(Lolium multi—florum)
& 50 — 100
Cereal (Winter Rye
(Secol cereals
Feb. 16 — Apr. 30
Anuol Ryegrass 60 — 100
(Loliium multi—florum)
May 1 — Aug. 31
German Millet 50
(Setaria italic:a)
Seeding
Seed shall be evenly applied with a broadcast seeder, drill,
cultipacker seeder or hydroseeder. Small grains shall be
planted no more than one inch deep. Grasses and legumes
shall be planted with no less than 1/4" soil cover.
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND R INTO THE TRENCH.
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
FLOII G
Mill
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
WIRE 1
SOURCE: ted from Installation of Stray and Fabric ]alter Berriers for Sediment Control PIATL 5.06-1
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SIDEWALK SEGTION
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FILTER FABRIC °
FIRE LANE: DETAIL
NOTE:
I. PRIOR TO GOMMENGING 51TE WORK,
A LAND DISTURBANGE PERMIT SHALL
BE OBTAINED FROM THE FREDERICK
GOUNT)" PUBLIC WORKS DEPARTMENT
BY THE CONTRACTOR.
2. AN ON -SITE PRE-GONSTRUGTION
MEETING WILL BE REQUIRED PRIOR TO
GOMMENCING SITE WORK.
RETON51 BLE LAND D 15TURBER
NAME: MARK KL I NE
CERTIFICATION #: 3aI3G
DATE: q/0-7/2001
THE RE5PON51BLE LAND 015TURBER
15 THE PARTY RESPONSIBLE FOR
GARRIN6 OUT THE LAND D15TURBIN6
ACTIVITY A5 5ET FORTH IN THE PLANS.
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DATE: 8/8/01
SCALE: 1 " = 30'
DESIGNED BY:
JOB NO. 1007
SHEET 2 OF 2
UENF•RAt_ NOTES
LEGEND
PROJECT INFORMATION
C'3
Z_
EXISTING INTERMEDIATE CONTOUR
33
PARCEL IDENTIFICATION NO. 6 - A - IS
ReQ,cl ov'd PARKING CALCULATIONS
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
EXISTING INDEX CONTOUR
330
STREET ADDRESS: 1463 NEW HOPE ROAD
BUILDING SETBACKS: FRONT: 60'(ROAD) 152' +/- NO ADDITIONAL PARKING REQUIRED.
SIDE: 100' 600' +/-
W
County construction standards and specifications and/or current VDOT standards and specifications.
40
TOTAL AREA: 126 244 ACRES
REAR: 100' 1350' +/- RESIDENTS RELOCATING FROM
EX. DORMITORY TO NEW DORMITORIES.
W
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
PROPOSED CONTOUR
EX E/P
DISTURBED AREA: 1.45 ACRES
Z
must be provided prior to issuance of the site development permit. The approval of these plans in no way
EXISTING EDGE OF PAVEMENT
CURRENT ZONING: RA
BUILDING HEIGHT: ALLOWED : 35 PROPOSED : 24 (FROM PREVIOUSLY APPROVED PLAN
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
PROPOSED EDGE OF PAVEMENT
PROP E/P
CURRENT USE: RESIDENTIAL TREATMENT CENTER
0024-W JUNE 2, ISSO)
Control Handbook.
EXISTING CURB AND GUTTER
EX C&G
PROPOSED ZONING: SAME
PROPOSED USE: SAME
OUTDOOR LIGHTING: PLACED ON BUILDING REQUIRED SPACES BY SCHOOL=Bg
TOTAL EX. PAVED E MARKED SPACES=119
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
PROP C&G
OUTDOOR STORAGE: NO OUTDOOR STORAGE IS PROPOSED (FIELD COUNT)
W
(VDOT) Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
TRANSITION FROM CG-6 TO CC-6R
CG-6
CG-6R
OUTDOOR TRASH RECEPTACLES: NO DUMPSTERS ARE PROPOSED
>..
0
`0
00
required under State law.
Q
N
`V
qt
5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
EXISTING TELEPHONE LINE
T
a
Cp
1 ao
N N
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE
T
T
.+`
c�D
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
EX. 15" RCP
_J o N
responsible for providing guardrail and paved ditches as determined by this joint inspection.�� Refer to
EXISTING STORM SEWER
_
"
_
,ter,
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
PROP. 15 RCP
W
6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
PROPOSED STORM SEWER
=__:=:-::.�_::=
�:_ =:: ::�.� :,■.�_
W
v °� c 0
C a o It
representative of the developer must be available at all times.
EXISTING SANITARY SEWER
3
UJU
s
7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
PROPOSED SANITARY SEWER
CD
�
x
aU_
Control Devices (MUTCD).
EXISTING ELECTRIC SERVICE
F
8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE
P
P\
embankment.
6 - A - 19
c >
9.
All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less
EXISTING GAS LINE
TIMBER RIDGE
'�
v
than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
PROPOSED GAS LINE
-c
G
\ �- PRIMITIVE BAPTIST CHURCH
w V)
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
PROPERTY LINE
p
\ ZONE: RA, USE: CEMETERY
on the plans and as required at the field inspection.
FLOW LINE
\
11.
All springs shall, be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
PP P�P P�P
be minimum 6 diameter and conform to VDOT standard SB-1.
FENCELINE
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
one litter receptacle shall be provided at the construction site.
EXISTING POWER POLE
\ p�'�" \�'1/
EXISTING TELEPHONE POLE
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
��•
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
EXISTING WATERLINE W/ TEE
w
A
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
times.
PROPOSED WATERLINE W/ TEE
w-
w 'T'
w
/ \
condition at all
EXISTING FIRE HYDRANT
I
6 - A - 11
TIMOTHY LYNCH
14.
* Notification shall be given to the appropriate utilit com an prior to construction of water and/or sanitary
9Y company P / Y
/
��
\9 � ZONE: RA, USE: AGRI.
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
E `
8'
Z
sheets, and connections to existing lines.
be in the
EXISTING WATER VALVE
PROPOSED WATER METER
m
° �,Z�"
50 3
��
�-
W
Z
W
15.
All sanitary sewers and water mains and appurtenances shall constructed accordance with current
5 ����
F
standards and specifications of Frederick Count and/or the Frederick Count Sanitation Authority.
P Y / Y Y
EXISTING REDUCER
yr
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16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
PROPOSED REDUCER
w
/
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contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
to The shall inform the engineer of any conflicts arising from his existing
STOP SIGN
-�
�X '� \ 2 "
CHORD = S 05 28 25 W
�,�
(n
i
UJ
prior construction. contractor
�� 241.26'
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utility verification and the proposed construction.
HANDICAP RAMP (CG-12)
_
17.
The developer will be responsible for an damage to the existing streets and utilities which occurs as a
P P Y 9 9
DENOTES LOCATION OF STD VDOT
CG-12 AND/OR JURISDIC11ONAL
STANDARD RAMP CONSTRUCTION
, ` \
- yo
In
3:
result of his construction project within or contiguous to the existing right-of-way.
PARKING INDICATOR
Al2
6 _ _ 18',-".:._ `; . �
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U
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
O
R
12�o.244 ,ACRES � '�5,� O CHORD = S 0-I°0V35" W
` 39 . �3� �� 292.45
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development permits.
TEST PIT LOCATION
m� i ; ,�3�
=='T �� 01
ZONE; RA I
u
W
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
project. The relocation should be done prior to construction.
H/C
i r�
Y
HANDICAP PARKING
�,
O
CHORD - S IS°16'45" W
20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
VEHICLES PER DAY COUNT
100
ti
%'P� y
�y�
i x _ r-=--,', 909,
h
Q
0
0
0
engineer must be notified immediately.
PROPOSED BUILDING ENTRANCE
(
% S 20"02'33" W
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
� `
_,; 131.3500,
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
��
EXISTING STREET LIGHT
6
'P
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
PROPOSED STREET NAME SIGN
professional engineer and results submitted to Frederick County prior to pavement construction. If a
it the in this
PROPOSED SANITARY LATERAL CLEANOUT
9 uV
eotechnical report has ben prepared, should supersede requirements note.
9 P P P P q
S�,
X Idle
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
SANITARY MANHOLE INDENTIFIER
12
i le �•loe
e'
"Ag � e.
{{{����
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
STORM DRAIN STRUCTURE IDENTIFIER
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
�
/ \
EASEMENT LINE
`
'�'Le
��
U
CENTERLINE
0 0Ik
SPOT ELEVATION
12.0
<Q
���
/EXISTING
W
Z
>
PROPOSED SPOT ELEVATION
12 5
�'py ' Z g
\ �
OTC
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Phone: Bell -Atlantic
P.O. Box 17398
EXISTING TREE DRIP LINES
C\ y
�tia
W
U
E''
Baltimore, MD 21297
954-6282
EXISTING TREE
���
15" OAK `� 15" PINE
�tiO�S
,'� J�`g
/ � , ,�G¢Q
W
W �
(301)
MISS UTILITY 1-800-257-7777OAK
\\
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Power: Allegheny Power
-
V51
y.�0�q'L
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P.O. Box
M
Hagerstown, MD 21741
PROPOSED TREE
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-{'�`�' O� :�
e rIECEIVED
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W<
1-800-654-3317
NOV 7 2001
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FS111
Project Name:
Project Number:
ENVIRONMENTAL FEATURES
IN AREA
U A K D. S
T'mber Ridge Treatment e n, t e r
1007
PROJECT
b No. 022837
FEATURE
EXISTING
ACREAGE
DISTURB-
ANCE
PER-
CENTAGE�,
�O C / /�
APPROVAL
Ma isterial District:
g
Date of Plan: Month
( Da Y. Year )
FLOODPLAINS
15.4
0
00
S.10 L
�� // / 0'
Gainesboro
8/8/01
LAKES i PONDS
3
0
0%
�� r�� ,
WETLANDS LESS THAN 1 ACRE 0
0
0%
ZONING ADMINISTRATOR
SINKHOLES
0
0
Oro
Owner: Address, Including Zip Code &Telephone No.
P.O. Box 3160
PROFESSIONAL SEAL & SIGNATURE
* SITE PLAN VALID FOR (5) FIVE
DATE:
8/8/01
NATURAL S.W. 0 0 0%
Leary Educational Foundation, Inc. Winchester, VA 22604
DETENTION AREAS
YEARS FROM DATE OF APPROVAL
(540) 667-6303
��
SCALE: 1 =300
STEEP SLOPES 16.0 0.13 0,8510
THESE PLANS ARE IN CONFORMANCE WITH
* F.C.S.A. APPROVAL VALID FOR (2)
TWO YEARS FROM DATE OF APPROVAL
Developer: Address, IncludingZip Code & Telephone No.
P P
LESS THAN 25%
FREDERICK COUNTY STANDARDS AND
36 Ricketts Drive
WOODLANDS
943
02
02'ro
ORDINANCES. ANY DEVIATION OR CHANGE
Ricketts Construction Winchester, VA 22601
DESIGNED BY: AS
IN THESE PLANS SHALL BE APPROVED BY
(540 662-4164
THE ZONING ADMINISTRATOR PRIOR TO
CONSTRUCTION.
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
151 Windy Hill Lane
JOB N0. 1007
Greenway Engineering Winchester, VA 22602
(540) 662-4185
SHEET 1
OF
2
I
st's. MIh1 R •sear i
of ' "'all YI. to b. left
I I.Moser edlwt-
= .W Im to We& by
,racer r bdak as ab.are
AN concrwa to be clap A3
Floc dab top as dstdled on
Mf-2 may b. subdMuted h
section when approved by a
When specified on plam the
be shaped in accordance wl
.Ian a-1.
SECTION B-B
BRICK CONCCRRETE
O
CONCRETE BLOCK
.nest 1 of s
HALF PLAN VIEW
HALF SECTION A -A
(WITH FRAME AND COVER REMOVED)
BRICK CONCRETE
TABLE OF QUANTITIES *
DEPTHMANHOLE
BRICK MANHOLE
CONCRET
BRICK
CONCRETE
CONCRETE
FEET
THousAfos
cue ros
CU. YDS.
4O.M
1,437
84
8
0.9
0.765
1.961
7
1.0
0.785
6
1.2
0,785
2.455
9
1.4
0,785
2.747
10
L6
OJIM
3.009
12
2.2
0.970
3.817
13
2.5
0,970
4.179
4.541
15
3.1
0.970
4.903
18
3.4
1 0.970
1 5.265
.173
IINQWWVfTSl
0.45
0.562
• OuontRles .Fawn are for manhole
sfthuut pip". The arnount displaced
by Pipe. must be deducted to ob-
Win true quoMRies.
A base thickness of 9• was used
In oomputinq oonorsta quantkim
*kncrern a nts to be odded for
each adAloral toot of depth.
Materials may be brtck, co -1s
or approved concrete moMale tNock.
N blocks are used the minlnam
thickness of some Is to be 5*. Other i
" thicknessore to conform to WON
thbkrses shown for ooncrets.
MANHOLE FOR 12"-48"PIPE CULVERTS "°"
VIRGINIA DEPARTMENT
of 302
06.01TRANSPORTATION
PIPE OUTLET CONDITIONS
A
11PE OUTLET TO FLAT
AEA 1RTH NO DEFINED
XANNEL
rk
I
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1
e� Lee-ilel i►.1 i�-i1�� i�..l-I� I 1
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TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn
Per Acre
- Commercial or Residential
200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue
90-100%
- Improved Perennial Ryegrass *
0-10%
- Kentucky Bluegrass
0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia.
125 lbs.
General Slope (3:1 or less)
- Kentucky 31 Fescue
128 lbs.
- Red Top Gross
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
150 lbs
Low -Maintenance Slope (Steeper than 3: 1)
- Kentucky 31 Fescue
108 lbs.
- Red Top Grass
2 lbs.
- Seasonal Nurse Crop**
20 lbs.
- Crownvetch ***
20 lbs.
150 lbs
* Perennial Ryegrass will germinate faster and at lower
soil
temperatures than fescue, thereby providing cover and
erosion
resistance for seedbed.
*" Use seasonal nurse crop in accordance with seeding
dates as
stated below:
March, April through May 15th
Annual Rye
May 16th through August 15th Foxtail
Millet
August 16th through Sept.,Oct.
Annual Rye
November through February
Winter Rye
*** If Flatpea is used, increase to 30 lbs./acre. All legume seed
must be properly inoculated. Weeping Lovegross may also be
included in any slope or low-maintance mixtures during warmer
seeding periods; add 10-20 lbs/acre in mixes.
TABLE 3.31-8
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Planting Dates Species
Sept. 1 - Feb. 15
Feb. 16 - Apr. 30
May 1 - Aug. 31
Rate
(lbs./acre)
50/50 Mix of
Annual Ryegrass
(Lolium multi-florum)
& 50 - 100
Cereal (Winter Rye
(Secal cereale
Anual Ryegrass 60 - 100
(Loliium multi-florum)
German Millet 50
(Setaria italics)
Seeding
Seed shall be evenly applied with a broadcast seeder, drill,
cultipacker seeder or hydroseeder. Small grains shall be
planted no more than one inch deep. Grasses and legumes
shall be planted with no less than 1 /4" soil cover.
CONSTRUCTION OF A SILT FENCE
(WITH WIRE SUPPORT)
1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS.
TRENCH UPSLOPE ALONG THE LINE
OF POSTS.
r fr
FLOW
3. ATTACH THE FILTER FABRIC TO THE WIRE
FENCE AND EXTEND IT INTO THE TRENCH.
000
FLOII
4. BACKFILL AND COMPACT THE
EXCAVATED SOIL
EXTENSION OF FABRIC AND WIRE INTO THE TRENCH.
FILTER FABRIC
WIRE
SOURCE: Ada ted from lwy Uon of Stmw and Fabric 111ter Barriers for Sediment Control, PIAM 8A5-1
9lrtwod !
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/ D JF;ze /PR 5
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AG6E55 PATM-
(FUTURE) ,y
4" CONCRETE
a 4 ° 3000 PSI W/ FIBER
4" 21-6 BASE STONE
SIDE1NALK SECTION
1.5" SOD
2" TOPSOIL
8" 21-B BASE STONE
FIRE LANE SEGTION
1� 2 •ENO 20W.
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FIRE LANE: DETAIL
NOTE:
I. PRIOR TO COMMENGINCG SITE WORK,
A LAND DISTURBANCE PERMIT SHALL
BE OBTAINED FROM THE FREDERIGK
COUNTY PUBLIG WORKS DEPARTMENT
BY THE CONTRAGTOR.
2. AN ON -SITE PRE -CONSTRUCTION
MEETING WILL BE REQUIRED PRIOR TO
GOMMENCING SITE WORK.
RE5PON51BLE LAND D15TURBER
NAME: MARK KL I NE=
GERTIFIGATION #: 3813G
DATE:g/O7/2001
THE RE5PON51BLE LAND P15TURBER
15 THE PARTY RE5PON51BLE FOR
GARRIN6 OUT THE LAND D15TURBINC6
ACTIVITY A5 5ET FORTH IN THE PLANS.
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DATE: 8/8/01
SCALE: 1 " = 30'
DESIGNED BY:
JOB NO. 1007
SHEET 2 OF 2
Master Plan
lember Ridge School Leary Educational' Foundation, Inc.
0
L-
Facility Legend
1. CLINICAL SERVICES BUILDING
2. DORMITORY (DOGWOOD / CEDAR)
3. DORMITORY (SPRUCE) 4
4. ADMINISTRATIVE BUILDING (FUTURE GUEST HOUSE)
5. OFFICE MODULE (TEMPORARY)
6. RECREATIONAL BUILDING
7. MEETING ROOM / OFFICE
8. MAINTENANCE SHOP
9. 000 TREATMENT PLANT
10. GROUNDS BUILDING
11. DORMITORY (ASPEN)
12. GYMNASIUM (FUTURE MAINTENANCE BUILDING)
13. RESIDENCE "A" (CYPRESS)
14. RESIDENCE (CYPRESS) s
15. RESIDENCE "B" (CYPRESS)
16. DORMITORY (SEQUOIA)
17. HEALTH SERVICES BUILDING
18. THE ALBERT D. LEARY, JR. VOCATIONAL SCIENCE BUILDING
19. DINING / RECREATION BUILDING
20. EDUCATION & CRAFTS PAVILION
21. PROPOSED ACADEMIC BUILDING
22. PROPOSED DORMITORY
23. PROPOSED ADMINISTRATION BUILDING
24. PROPOSED DORMITORY
25. PROPOSED DORMITORY
26. PROPOSED DORMITORY
27. PROPOSED DORMITORY
28. PROPOSED DORMITORY
29. PROPOSED GYMNASIUM
V'V IF
4I
J
THESE DRAWINGS ARE PROTECTED
UNDER THE COMMON COPYRGHT UAW
OF THE U.S., AND MAY NOT BE USED IN
ANY MANNER WHATSOEVER WITNOUT
THE EXPRESSED WRITTEN PERMISSION
OF THE ARCHITECT
REVISIONS
NO.
DATE
BY
ISSUE DATE
DRAWN BY
CHECKED BY
SCALE
SHEET TITLE
JOB NUMBER
SHEET NUMBER
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GENERAL NOTES
LEGEND
PROJECT INFORMATION
Z
EXISTING INTERMEDIATE CONTOUR
33
PARCEL IDENTIFICATION NO. 6 - A - IS
��
Req'd Q� PARKING CALCULATIONS .7I
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
EXISTING INDEX CONTOUR
330
STREET ADDRESS: 1463 NEW HOPE ROAD
BUILDING SETBACKS:
FRONT: 60'(ROAD) EXISTING SPACES ■
SIDE: Imo'
W
County construction standards and specifications and/or current VDOT standards and specifications.
TOTAL AREA: 126244 ACRES
REAR: 100' NO ADDITIONAL PARKING IRED.
PROPOSED CONTOUR
40
DISTURBED AREA: 1.45 ACRES
RE61D 5 RELOCATING FROM
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
EX E P
/
EX. DORMITOR TO NEW DORMITORIES.
must be provided prior to issuance of the site development permit. The approval of these plans in no way
EXISTING EDGE OF PAVEMENT
PROP E/P
CURRENT ZONING: RA
BUILDING HEIGHT:
ALLOWED : 35' PROPOSED : 24'
relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion
PROPOSED EDGE OF PAVEMENT
CURRENT USE: RESIDENTIAL TREATMENT CENTER
SAME
�W` UIS� (,
Control Handbook.
EXISTING CURB AND GUTTER
EX C&G
PROPOSED ZONING:
PROPOSED USE: SAME
OUTDOOR LIGHTING:
PLACED ON BUILDING
Z
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
PROP C&G
OUTDOOR STORAGE:
NO OUTDOOR STORAGE IS PROPOSED ?'
�,.�
(VDOT) Frederick County prior to construction in existing State right-of-way.
PROPOSED CURB AND GUTTER
' ,
4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
TRANSITION FROM CG-6 TO CG-6R
CG-6
CG-6R
OUTDOOR CRASH RECEPTACLES:
NO DUMPSTERS ARE PROPOSED ,,�•� d "'
VJ"'
o 00
(0
required under State law.
5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
EXISTING TELEPHONE LINE
00
o N N
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
PROPOSED TELEPHONE LINE
r
T
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(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
EXISTING STORM SEWER
-
EX. 15" RCP
J °' 1 1
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»
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to
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Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications,
PROP. 15 RCP
W
T a) 1
6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
PROPOSED STORM SEWER
N
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representative of the developer must be available at all times.
EXISTING SANITARY SEWER
"'
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7.
Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
PROPOSED SANITARY SEWER
x
Control Devices (MUTCD).
EXISTING ELECTRIC SERVICE
8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
PROPOSED ELECTRIC SERVICE -P
P
embankment.
\
6 - A - lg
p
9.
All pavement sections on the approved plans are based on a minimum CBR value of 10. CBR values less
EXISTING GAS LINE
TIMBER RIDGE
Q,
than 10 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
PROPOSED GAS LINE
\
PRIMITIVE BAPTIST CHURCH
W Un
\\
DB. 138 PG. 131
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
PROPERTY LINE
\
ZONE: RA, USE: CEMETERY
on the plans and as required at the field inspection.
r 11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
be minimum 6" diameter and conform to VDOT standard SB-1.
FLOW LINE'
FENCELINE
*
* * *
* #
238
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
EXISTING POWER POLE
one litter receptacle shall be provided at the construction site.
EXISTING TELEPHONE POLE
\
20�� •\$�I
3j 00
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
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9
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
EXISTING WATERLINE W/ TEE
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whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
times.
PROPOSED WATERLINE W/ TEE =W
W 1TI
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condition at all
A - 1"1
TIMOTHY
14.
* Notification shall be given to the appropriate utility company prior to construction of water- and/or sanitary
EXISTING FIRE HYDRANT
c8a
/�
LYNCH
ZONE: RA, USE: AGRI.
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
/
0`�, �'N
sheets, and connections to existing lines.
EXISTING WATER VALVE
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15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
PROPOSED WATER METER
m
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standards
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
EXISTING REDUCER
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16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
PROPOSED REDUCER
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contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
STOP SIGN
ti� CHORD = S 0g•28'25" W
W
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
iA�'`"r
r 24126'
utility verification and the proposed construction.
HANDICAP RAMP (CG-12)
W
DENOTES LOCATION OF STD VDOT
CG-12 AND JURISDICTIONAL
!�/O
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
,OR
STANDARD RAMP CONSTRUCTION
18.
result of his construction project within or contiguous to the existing right-of-way.
When grading is proposed within easements of utilities, letters of permission from all involved companies
PARKING INDICATOR
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
Al2
_ _ 18
12(o.244 ,4CRE5
`
.. CHORD = S 0�� 0g'35" W
r 292.45
39
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
development permits.
TEST PIT LOCATION
Dt3.
�
5�03 PCB. (035
1_ �- ��
. 3 y
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ZONE: RA
� �- �� � � 0- 01
� �:,
19. The developer will be responsible for the relocation of any utilities which is required as a result of his
, I >'
project. The relocation should be done prior to construction.
HANDICAP PARKING
o H/C
" .-'- i 6
9.9� CHORD = S 18'16'45" W
W
~
20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
in accordance with state law. In the event gravesites are discovered during construction, the owner and
VEHICLES PER DAY COUNT
100
ti� y
B��t
�q
x f i�' 130131'
,Z`�
engineer must be notified immediately.
PROPOSED BUILDING ENTRANCE
;�
sr
NSF�<
-
- "
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
i - _ 513035mm3
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan.
EXISTING STREET LIGHT
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22.
Controlled fills shall be compacted to 95% of maximum density as determined by method per standard
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
PROPOSED STREET NAME SIGN
+
professional engineer and results submitted to Frederick County prior to pavement construction. If a
has ben it the in this
PROPOSED SANITARY LATERAL CLEANOUT
geotechnical report prepared, should supersede requirements note.
X
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
blasting least two (2) days, but than ten (10) days, to
SANITARY MANHOLE INDENTIFIER
12
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p 0 P'��`
9 \� � eo,
or at working not more working prior commencement
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
18
/
,,,1'
V1,,
A`Jy
in Frederick County below. These numbers shall be to serve in an emerge rcy condition.
STORM DRAIN STRUCTURE IDENTIFIER
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appear also used
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EXISTING SPOT ELEVA11ON
12.0
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Phone: Bell
PROPOSED SPOT ELEVATION
12 s
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-Atlantic
P.O. Box 17398
EXISTING TREE DRIP LINE
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Baltimore, MD 21297
EXISTING TREE
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15
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(301) 954-6282
MISS UTILITY 1-800-257-7777
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OAK
15 PINE
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Power: Allegheny Power
OAK
5'
P.O. Box 1458
PROPOSED TREE
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Hagerstown, MD 21741
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1-800-654-3317
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Project Name:
Project Number:m
9
ENVIRONMENTAL FEATURES
MARK D. SMITH
Timber Ridge Treatm,en,t Cen,ter
1007
®
IN PROJECT AREA
No.022837
�
S�p
EXISTING
DISTURB-
PER-
O
APPROVAL
7 Z001
Magisterial District:
Date of Plan: (Month, Day Year)
FEATURE ACREAGE
ANCE
CENTAGEc,
/ANN
FLOODPLAINS
15.4
0
0io
`SIGNAL
GQlnesbor0
8/8/01
J^�r�nFUF(opME�t
LAKES 4 PONDS 3 0 0�0
`St
(Wy
WETLANDS LESS THAN 1 ACRE
0
0
0%
ZONING ADMINISTRATOR
yD -0I
Owner: Address, Including Zip Code &Telephone No.
SINKHOLES
0
0
0q,
P.O. Box 3160
PROFESSIONAL SEAL & SIGNATURE
* SITE PLAN VALID FOR (5) FIVE
DATE:
8/8/01
NATURAL S.W. 0 0 0%
Leary Educational Foundation, Inc. Winchester, VA 22604
DETENTION AREAS
YEARS FROM DATE OF APPROVAL
(540) 667-6303
SCALE: 1 "=300'
STEEP SLOPES 16.0 0.13 0.81%
THESE PLANS ARE IN CONFORMANCE WITH
* F.C.S.A. APPROVAL VALID FOR (2)
TWO YEARS FROM DATE OF APPROVAL
Developer: Address, Including Zip Code & Telephone No.
LE55 THAN 2E,%
FREDERICK COUNTY STANDARDS AND
36 Ricketts Drive
WOODLANDS
1543
02
0290
ORDINANCES. ANY DEVIATION OR CHANGE
Ricketts Construction Winchester, VA 22601
DESIGNED
BY: AS
IN THESE PLANS SHALL BE APPROVED BY
(540) 662-4164
ZO
NING ONING ADMINISTRATOR PRIOR TO
THE CONSTRUCTION.
Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
151 Windy Hill Lane
JOB NO. 1007
Greenway Engineering Winchester, VA 22602
(540) 662-4185
SHEET 1 OF
2
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1070
1065
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0+00 0+50 1 +00
5GALE: HORIZ. - I"=50'
VERT. - I "=5'
d ° 4" CONCRETE
a° ° 3000 P51 W/ FIBER
4" 21-B BA5E STONE
SIDEWALK SECTION
1.5" 500
2" TOP501L
5" 21-B BASE STONE
FIRE LANE SEGT I ON
1+50
5' 20'
15R5----- 25As----
NO. 5-7 5TONE 3'
FILTER FABRi I °
FIRE LANE DETAIL
NOTES:
I. PRIOR TO GOMMENGIN67 SITE
WORK, A LAND D I STURBANGE PERMIT
SHALL BE OBTAINED FROM THE
FREDER I GK GOUNTY PURL I G WORKS
DEPARTMENT BY THE GONTRAGTOR
RE5PON516LE LANE) DISTURBER
NAME: MARk lcUNE
GERTIFIGATION #: 3$L3c
DATE: q -07 ZZ001
THE RESPONSIBLE LAND DISTURBER
15 THE PARTY RE5PON518LE FOR
GARRIN6 OUT THE LAND D15IURBIN6
ACTIVITY A5 5ET FORTH IN THE PLANS.
1075
1070 1
1065
2+00
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
Total Lbs.
Minimum Care Lawn Per Acre
- Commercial or Residential 200-250 lbs.
- Kentucky 31 or Turf -Type Tall Fescue 90-100%
- Improved Perennial Ryegrass * 0-10%
- Kentucky Bluegrass 0-10%
High -Maintenance Lawn
Minimum of three (3) up to five (5) varieties of
bluegrass from approved list for use in Virginia. 125 lbs.
General Slope (3:1 or less)
- Kentucky 31 Fescue 128 lbs.
- Red Top Grass 2 lbs.
- Seasonal Nurse Crop** 20 lbs.
150 lbs
Low -Maintenance Slope (Steeper than 3:1)
- Kentucky 31 Fescue 108 lbs.
- Red Top Grass 2 lbs.
- Seasonal Nurse Crop** 20 lbs.
- Crownvetch *** 20 lbs.
150 lbs
* Perennial Ryegrass will germinate faster and at lower soil
temperatures than fescue, thereby providing cover and erosion
resistance for seedbed.
** Use seasonal nurse crop in accordance with seeding dates as
stated below:
March, April through May 15th Annual Rye
May 16th through August 15th Foxtail Millet
August 16th through Sept.,Oct. Annual Rye
November through February Winter Rye
*** If Flatpea is used, increase to 30 lbs./acre. All legume seed
must be properly inoculated. Weeping Lovegrass may also be
included in any slope or low-maintance mixtures during warmer
seeding periods; add 10-20 lbs/acre in mixes.
TABLE 3.31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Rate
Planting Dates Species (Ibs./acre)
Sept. 1 - Feb. 15
Feb. 16 - Apr. 30
May 1 - ',ug. 31
50/50 Mix of
Annual Ryegrass
(Lolium multi-florum)
& 50 - 100
Cereal (Winter Rye
(Seca) cereale
Anual Ryegrass 60 - 100
(Loliium multi-florum)
German Millet
(Setaria italicar
50
Seeding
Seed shall be evenly applied with a broadcast seeder, drill,
cultipacker seeder or hydroseeder. Small grains shall be
planted no more than one inch deep. Grasses and legumes
shall be planted with no less than 1/4" soil cover.
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 47X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
s'►ux.
FLOW / ee—
9. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
4'
4. SACKFUL AND COMPACT
THE EXCAVATED SOU,
SHEET FLOW INSTALLATION
(PERSPECTIVE VIER)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
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DATE: 8/8/01
SCALE: 1 " = 30'
DESIGNED BY:
JOB NO. 1007
SHEET 2 OF 2