HomeMy WebLinkAbout10-20 Site PlanVICINTY MAP
x 722.
I ;I
\\ x71.9
X721.6
X721.1 1.5
��
8D 6roo E
18
MOoa°'
I
I�III'II
1III1III
E
NNoS0 U
19
\
II
m
I
'
om.N3B
=T
N
27 2e MEADOW dow
o
>0cN�fl
-n-a
■
.'
MILLS
!Pts.
`
EXISTING ENTRANCE
o
■
LL
2
I
31 32A 25°'-'5°
EXISTING
BUILDING
'
;1
28
2
IIiI'II(II�i
i
pts.
32
`
721.4
m
;58B
28A
m
- �
------
33
30
ST
RT PVT. USHx 2 .1S
X 722.1
%
�
�z
.•'
53
59A
X 7
\
T EULL CURB
III
I
1
rI
ZWMA
A1 33A
�a
I2
72•TRANSITION�W
�V E GRAVqL
►
Rp G°P
6 3
I
I II
I II
I
I
w iii L7
Z
•
43 �_` °e
42 v ��°
REMOVE GRAVEL
20
o� c 22EAND
G 20P
E NDSCAPE
`�
C
40 59 rta 32U
EX
BC SW
EX EPII
I
ISLANDS
I
I
2 Pts. rt
AND LANDSCAPE '�IQ
35A �9� 31
\
..o .®
\ I W
rn
PROJECT INFORMATION.- SP# 10-20
�A� �_
FF- - 24 2STREET
`,
\
7
'
r-,---1 723. o
W
-
(J-)
� \
I I
I
PARCEL IDENTIFICATION NO. 90-A-58A PREVIOUSLY APPROVED SITE PLANS
ADDRESS: 8365 VALLEY PIKE�
#13-77, #02-82, #01-87, #08-92, #15-92, #28-01,
SITE AREA: 18.209 ACRES
PROJECT AREA: 13,423 SF #OS-13, #40-09 &
13
TPE72
0`
722.8
\ I
I
'
ZO
#21 _11 (PHASE I & II PARKING ADDITIONS)
CURRENT ZONING:
#27 11 (BUILDING ADDITION)
CURRENT USE: Manufacturing #31-13 (BUILDING & PARKING EXPANSION)
PROPOSED IMPROVEMENT USE: North Parking Lot Expansion
X1
.6
2 O
x 7 4
.1122 2 2•
AMP C� ° W
, 2 .7
I
�> 1 I Z
I I'
'
#20-16 (ROLL-OFF DUMPSTER ADDITION)
`
E O
2 4-r-p-
Q
SETBACKS: REQUIRED PROVIDED #17-17 (GENERATOR & CHILL PAD, LOCATION,
FRONTPRIMARY 75' 797' HAZARDOUS WASTE /FLAMMABLE STORAGE LOCATIONS)
13 TANK STORAGE PAD)
I D,-A-R\
� KIN X P A N S I 0 N
// \
2
I
I Q
I it
II
I
#15-18 (NORTH
S DE 25' 60'/
I
/P
LIMITS I �-
I
MAXIMUM HEIGHT: 60' 15' or less than
I
I
/ /
/ 33 PARKING S P A C
/
/
1 I
OF CIS II
m ''
I
1
PARKING SETBACK: REQUIRED PROVIDED
FRONT PRIMARY 25' 96'
I
N90
L G H f\ D T Y T.
�I
I
` I
N
III
I II
m
I
SIDE 10, 99'
A 58A
I �
�
\
I
SIGNS: NO ADDITIONAL SIGNS ARE PROPOSED OR MODIFIED WITH THIS PLAN.
SITE LIGHTING: NO ADDITIONAL SITE LIGHTING IS PROPOSED OR MODIFIED WITH THIS PLAN.
18.209 AC
FISHER SCIENTIFIC COMPANY LLC
I
t
�O \ Q
/
CON T A OR TO
m H
1
F.A.R. CALCULATIONS
I 1
\�
7
I I
11
90-A-58A = 18.209 AC = 793,184.04 S.F.
TOTAL EX. BUILDING AREA
ZONE. M1
8 o
I
//
3
PROVIDE MILLING
TOTAL EX. BUILDING /L T AREA = 0.27 < 1.0
DB. 957 / PG. 951
I
\
PARKING TABULATION
MAX. NUMBER OF EMPLOYEES PER SHIFT 180
I
EXISTING BUILDING
I I
723. 17
2
O_ //
�\
AND/O�I O A V E M
I II
E N, T
I
Q
o ,
SPACES REQUIRED 180*1.5 _ 270
723.7 '
Xa \
W //
I I
I
I
I---
o
EX SPACES 310 (INCLUDING 9 HC SPACES)
18
I
X23.2 X723.0
x 23.2
Q VER I I T O ENSU
E I
m O 1 Q �-
v TUNG NIM ADHIKUSUMA
_
EXISTING SPACES = 310 (INCLUDING 9 HC SPACES)
SPACES 33
�I 2
4 EXISTING RAVEL AREA
J�
7 4.0
I
1 II
I
�I
U O
Q
Lic. No. 26115 W
PROPOSED =
TOTAL SPACES PROVIDED =343 (INCLUDING 9 HC SPACES)
I
�I /�
�2
P 04i I VE ANA
I I
I1
U w rn
Q z >
O I
�
AS ALLOWED UNDER §165-202.01(D)(3)(B) THE ZONING ADMINISTRATOR MAY ALLOW FOR THE USE
LANDSCAPE STONE `
I
EP I
O O O 00 I T R A f S
I
i T I 0
I I
I
� z � L Cn
w Cl)
SoNAL
OF CONCRETE BUMPERS INSTEAD OF CURBING FOR PARCELS LOCATED OUTSIDE OF THE
SEWER AND WATER SERVICE AREA IF THE SITE PLAN PROVIDES FOR EFFECTIVE STORMWATER
MANAGEMENT AND EFFICIENT MAINTENANCE.
B/T EP 8c BLDG. I
8
o-
,�,
O
7246
II
I
�
5
I
m
LANDSCAPED AREA CALCULATIONS
LANDSCAPED AREA REQUIRED 25%=4.5523 AC OR 198,296.01 S.F.
I
REM 0 V E GRAVE
. 7
V
I
� I
I
I I
I
W
=
�
1
LANDSCAPED AREA PROVIDED 33.9%=6.18 AC OR 269,499.1 S.F
AND LANDSCAPE I
ISLANDS
,p
� �
O �,
�
Q I
,p CL I
sJ I
CD
I
I
I
II
,
I
�`
- �
� Q
z
�
�
APPRD VALS
724.0
�2j5TO P(TYP.)'�
l
I
I
I
I
W a
ZONING ADMINISTRATOR DATE
X
723. 724.5
N /
\X
;
O
,
I G H T D U VM T
X
//
`� >� I
I
s
C
A
�:' �'
E�
THESE PLANS ARE IN CONFORMANCE WITH FREDERICK COUNTY STANDARDS
AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE
APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION.
24EP
P
Q
\ ��
/�
'
s 1 I
\ I
I YY
j
I
I
-if
C Z �
cc 0
OC d
O
APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE
DATE OF PLANNING APPROVAL.
72
23.4
/
R E � VE AIII
I II
I
= _
723.8
----__
EX. CO\C.8
STOOP TO-\
4
3•
�2_
�,
10�\
, I
W In
\
AND �ANb$C4PE,
I
ISLANDS' I ( I
m
I
II II
ri 11
\'I 11
I
-
I
I
III
y L GC
y c
w
PROJECT NOTES
SITE PLAN NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL GRADING TO ENSURE
SMOOTH TRANSITIONS TO NEW PAVED PARKING AREAS AND POSITIVE
x 724.5
2�c
24EP
-�� x7241
723.9 , ,
�o / N
724.0
I I
I I \\
, I
m
I II
r
o� ��
w
DRAINAGE A WAY FROM EXISTING BUILDING.
REMAIN
�_,.,-n:�"'"
-aur=
TEST PIT I
2. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE EROSION & SEDIMENT
CONTROL MEASURES PER VIRGINIA EROSION & SEDIMENT CONTROL
7 i X
`�`3.8
- - - _•
723.
I I II
T R ACTORI \�'F
HANDBOOK.
3. SURVEY WAS PERFORMED IN PREPARATION OF THIS PLAN,
FF- - 7
EXISTING
BUILDING
____ - --_.__
/ X 724 724.
" I
,\ I
I
I
/
AN ASBUILT
CONTRACTOR SHALL CALL MISS UTILITY PRIOR TO ANY EXCAVATION FOR
LANDSCAPE
STONE
FF_ 724.32�;
LOCATED 6 PIP
I
1\1I
II4.
1
PAD AREAS.
B/T E
BLD&
L M I T S/
of CG
+V24.8
I
5.6
AND ENSURE I I
1
I I\
' ''I\,
1111 I
I
STORMWA TER MAYA CEMENT NARRATIVE
ASE COC
\ I
\ REMAIN\
M �I
I
I
/
THE SUBJECT AREA IS CURRENTLY ALL STONE GRAVEL PARKING AREA.
PROPOSED PLAN INCORPORATES GREEN AREA AND ISLAND. DRAINAGE
PATTERN/ROUTE IS NOT ALTERED WITH THIS PLAN,
DATE: FEB. 4, 2020
CO
I
/
SCALE: AS SHOWN
I
I
I
I I
�-
PRE-DEVELOPED IMPERVIOUS = 13.434 SF
I
726.2 I I
I I I
I
DESIGNED BY: JNT
POST-DEVELOPED IMPERVIOUS = 11,539 SF
OWNER/DEVELOPER I EX. ISD I I m I
\
DELTA IN IMPERVIOUS AREA= 1.895 SF
FISHER SCIENTIFIC COMPANY LLC
I TOPS=724.33 1
I I I I
(
I I I
I
'
FILE NO. 0935GT
300 INDUSTRY DR 10
0 10
20
INVlIN=721.2 6" 1 I I
l I
II
PITTSBURGH PA 15275
I I X N .IN=720.6
I
12") I I
!, i
► II
SHEET 1 OF 2
540-868-3909
SCALE: 1" = 10'
I _,IN?.OUT=72.6
I I
1
GE: -20
MINIMUM CONSTRUCTION STANDARDS
An erosion and sediment control program adopted with this plan must be
consistent with the vsech for 9VAC25-840-40 minimum standards:
1. Permanent or temporary soil stabilization shall be applied to
denuded areas within seven days after final grade is reached on any
portion of the site. Temporary soil stabilization shall be applied within
seven days to denuded areas that may not be at final grade but will
remain dormant for longer than 14 days. Permanent stabilization shall be
applied to areas that are to be left dormant for more than one year.
2. During construction of the project, soil stock piles and borrow areas
shall be stabilized or protected with sediment trapping measures. The
applicant is responsible for the temporary protection and permanent
stabilization of all soil stockpiles on site as well as borrow areas and soil
intentionally transported from the project site.
3. A permanent vegetative cover shall be established on denuded areas
not otherwise permanently stabilized. Permanent vegetation shall not be
considered established until a ground cover is achieved that is uniform,
mature enough to survive and will inhibit erosion.
4. Sediment basins and traps, perimeter dikes, sediment barriers and
other measures intended to trap sediment shall be constructed as a first
step in any land -disturbing activity and shall be made functional before
upslope land disturbance takes place.
5. Stabilization measures shall be applied to earthen structures such as
dams, dikes and diversions immediately after installation.
6. Sediment traps and sediment basins shall be designed and
constructed based upon the total drainage area to be served by the trap
or basin.
a. The minimum storage capacity of a sediment trap shall be 134 cubic
yards per acre of drainage area and the trap shall only control drainage
areas less than three acres.
b. Surface runoff from disturbed areas that is comprised of flow from
drainage areas greater than or equal to three acres shall be controlled
by a sediment basin. The minimum storage capacity of a sediment basin
shall be 134 cubic yards per acre of drainage area. The outfall system
shall, at a minimum, maintain the structural integrity of the basin
during a 25 -year storm of 24-hour duration. Runoff coefficients used in
runoff calculations shall correspond to a bare earth condition or those
conditions expected to exist while the sediment basin is utilized.
7. Cut and fill slopes shall be designed and constructed in a manner
that will minimize erosion. Slopes that are found to be eroding
excessively within one year of permanent stabilization shall be provided
with additional slope stabilizing measures until the problem is corrected.
8. Concentrated runoff shall not flow down cut or fill slopes unless
contained within an adequate temporary or permanent channel, flume or
slope drain structure.
9. Whenever water seeps from a slope face, adequate drainage or other
protection shall be provided.
10. All storm sewer inlets that are made operable during construction
shall be protected so that sediment -laden water cannot enter the
conveyance system without first being filtered or otherwise treated to
remove sediment.
11. Before newly constructed stormwater conveyance channels or pipes
are made operational, adequate outlet protection and any required
temporary or permanent channel lining shall be installed in both the
conveyance channel and receiving channel.
12. When work in a live watercourse is performed, precautions shall be
taken to minimize encroachment, control sediment transport and stabilize
the work area to the greatest extent possible during construction.
Nonerodible material shall be used for the construction of causeways and
cofferdams. Earthen fill may be used for these structures if armored by
nonerodible cover materials.
13. When a live watercourse must be crossed by construction vehicles
more than twice in any six-month period, a temporary vehicular stream
crossing constructed of nonerodible material shall be provided.
14. All applicable federal, state and local requirements pertaining to
working in or crossing live watercourses shall be met.
15. The bed and banks of a watercourse shall be stabilized immediately
after work in the watercourse is completed.
16. Underground utility lines shall be installed in accordance with the
following standards in addition to other applicable criteria:
a. No more than 500 linear feet of trench may be opened at one time.
b. Excavated material shall be placed on the uphill side of trenches.
C. Effluent from dewatering operations shall be filtered or passed
through an approved sediment trapping device, or both, and discharged
in a manner that does not adversely affect flowing streams or off-site
property.
d. Material used for backfilling trenches shall be properly compacted in
order to minimize erosion and promote stabilization.
e. Restabilization shall be accomplished in accordance with this chapter.
f. Applicable safety requirements shall be complied with.
17. Where construction vehicle access routes intersect paved or public
roads, provisions shall be made to minimize the transport of sediment by
vehicular tracking onto the paved surface. Where sediment is transported
onto a paved or public road surface, the road surface shall be cleaned
thoroughly at the end of each day. Sediment shall be removed from the
roads by shoveling or sweeping and transported to a sediment control
disposal area. Street washing shall be allowed only after sediment is
removed in this manner. This provision shall apply to individual
development lots as well as to larger land -disturbing activities.
18. All temporary erosion and sediment control measures shall be
removed within 30 days after final site stabilization or after the
temporary measures are no longer needed, unless otherwise authorized by
the VESCP authority. Trapped sediment and the disturbed soil areas
resulting from the disposition of temporary measures shall be
permanently stabilized to prevent further erosion and sedimentation.
19. Properties and waterways downstream from development sites shall
be protected from sediment deposition, erosion and damage due to
increases in volume, velocity and peak flow rate of stormwater runoff for
the stated frequency storm of 24-hour duration in accordance with the
following standards and criteria. Stream restoration and relocation
projects that incorporate natural channel design concepts are not
man-made channels and shall be exempt from any flow rate capacity
and velocity requirements for natural or man-made channels:
a. Concentrated stormwater runoff leaving a development site shall be
discharged directly into an adequate natural or man-made receiving
channel, pipe or storm sewer system. For those sites where runoff is
discharged into a pipe or pipe system, downstream stability analyses at
the outfall of the pipe or pipe system shall be performed.
b. Adequacy of all channels and pipes shall be verified in the following
manner:
(1) The applicant shall demonstrate that the total drainage area to the
point of analysis within the channel is one hundred times greater than
the contributing drainage area of the project in question; or
(2) (a) Natural channels shall be analyzed by the use of a two-year
storm to verify that stormwater will not overtop channel banks nor cause
erosion of channel bed or banks.
(b) All previously constructed man-made channels shall be analyzed by
the use of a 10 -year storm to verify that stormwater will not overtop its
banks and by the use of a two-year storm to demonstrate that
stormwater will not cause erosion of channel bed or banks; and
(c) Pipes and storm sewer systems shall be analyzed by the use of a
10 -year storm to verify that stormwater will be contained within the
pipe or system.
C. If existing natural receiving channels or previously constructed
man-made channels or pipes are not adequate, the applicant shall:
(1) Improve the channels to a condition where a 10 -year storm will not
overtop the banks and a two-year storm will not cause erosion to the
channel, the bed, or the banks; or
(2) Improve the pipe or pipe system to a condition where the 10 -year
storm is contained within the appurtenances;
(3) Develop a site design that will not cause the pre -development peak
runoff rate from a two-year storm to increase when runoff outfalls into
a natural channel or will not cause the pre -development peak runoff
rate from a 10 -year storm to increase when runoff outfalls into a
man-made channel; or
(4) Provide a combination of channel improvement, stormwater detention
or other measures which is satisfactory to the VESCP authority to
prevent downstream erosion.
d. The applicant shall provide evidence of permission to make the
improvements.
e. All hydrologic analyses shall be based on the existing watershed
characteristics and the ultimate development condition of the subject
project.
f. If the applicant chooses an option that includes stormwater
detention, he shall obtain approval from the VESCP of a plan for
maintenance of the detention facilities. The plan shall set forth the
maintenance requirements of the facility and the person responsible for
performing the maintenance.
g. Outfall from a detention facility shall be discharged to a receiving
channel, and energy dissipators shall be placed at the outfall of all
detention facilities as necessary to provide a stabilized transition from
the facility to the receiving channel.
h. All on-site channels must be verified to be adequate.
i. Increased volumes of sheet flows that may cause erosion or
sedimentation on adjacent property shall be diverted to a stable outlet,
adequate channel, pipe or pipe system, or to a detention facility.
j. In applying these stormwater management criteria, individual lots or
parcels in a residential, commercial or industrial development shall not
be considered to be separate development projects. Instead, the
development, as a whole, shall be considered to be a single development
project. Hydrologic parameters that reflect the ultimate development
condition shall be used in all engineering calculations.
k. All measures used to protect properties and waterways shall be
employed in a manner which minimizes impacts on the physical, chemical
and biological integrity of rivers, streams and other waters of the state.
1. Any plan approved prior to July 1, 2014, that provides for
stormwater management that addresses any flow rate capacity and
velocity requirements for natural or man-made channels shall satisfy the
flow rate capacity and velocity requirements for natural or man-made
channels if the practices are designed to (i) detain the water quality
volume and to release it over 48 hours; (ii) detain and release over a
24-hour period the expected rainfall resulting from the one year,
24-hour storm; and (iii) reduce the allowable peak flow rate resulting
from the 1.5, 2, and 10 -year, 24-hour storms to a level that is less
than or equal to the peak flow rate from the site assuming it was in a
good forested condition, achieved through multiplication of the forested
peak flow rate by a reduction factor that is equal to the runoff volume
from the site when it was in a good forested condition divided by the
runoff volume from the site in its proposed condition, and shall be
exempt from any flow rate capacity and velocity requirements for natural
or man-made channels as defined in any regulations promulgated
pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act.
m. For plans approved on and after July 1, 2014, the flow rate capacity
and velocity requirements of § 62.1-44.15:52 A of the Act and this
subsection shall be satisfied by compliance with water quantity
requirements in the Stormwater Management Act (§ 62.1-44.15:24 et seq.
of the Code of Virginia) and attendant regulations, unless such
land -disturbing activities are in accordance with 9VAC25-870-48 of the
Virginia Stormwater Management Program (VSMP) Regulation or are
exempt pursuant to subdivision C 7 of § 62.1-44.15:34 of the Act.
n. Compliance with the water quantity minimum standards set out in
9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP)
Regulation shall be deemed to satisfy the requirements of this subdivision
19.
STONE CONS TR UCTION
ENTRANCE
70' MIN.
A
IX/S7/NC
J PAVEMEN
T
- Commercial or Residential
200-250 lbs,
fIL7ER CL07N-� B' MIN. A
MOUNTABLE BERM
- Improved Perennial Ryegrass
(OP710NAL)
SIDE ELEVATION
0-10%
EXISTING GROUND
PLACEMENT OF ANY PORTION OF THE PAVEMENT SECTION.
70' MIN.
of
B
WASHRACK
110' MIN.
(OPTIONAL)
N.T.S.
- Kentucky 31 Fescue
10' MIN.
12' MIN.
EXIS71NG
- Seasonal Nurse Crop)K)K
PAVEMENT
VDOT 11 I -POSITIVE DRAINAGE
)0' MIN.
COURSE AGGREGA7£ 6 TO SEDIMENT
EMBEDDED 18" INTO SLOT
I TRAPPING DENCE
108 lbs,
+MUST EXTEND fULC WIDTH
2 lbs,
OF INGRESS AND EGRESS PLAN VIEW
20 (bs.
OPERATION
20 lbs,
12' MIN.
-2%
C-
��
J' MIN.
COMPACTED
SUBGRADE
P:J1- MIN,
FILTER CLOTH-
4" SUBBASE (21-A STONE) MOISTURE CONTENT
SECTION A -A
CONCRETE TO BE AIR ENTRAINED.
s'-7-
Af
CONCRETE SIDEWALK
03/29/18
%#r-
N.T.S.
VER 2
REINFORCED CONCRETE
DRAIN SPACE
SECTION B -B
SOURCE. ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and V . DSWC Plate 3.02-1
I
TABLE 3,31-B
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
"QUICK REFERENCE FOR ALL REGIONS"
Planting Dates Species
Sept. 1 - Feb, 15 50/50 Mix of
Annual Ryegrass
(Lolium multi-florum)
Cereal (Winter) Rye
(Seca( cereale)
Feb, 16 - Apr. 30
May 1 - Aug, 31
Seeding
Anual Ryegrass
(Loliium multi-florum)
German Millet
(Setaria italica)
Rate
(lbs,/acre)
50 - 100
60 - 100
TABLE 3.32-C
SITE SPECIFIC PERMANENT SEEDING MIXTURES
FOR APPALACHIAN/MOUNTAIN AREA
50 )K Perennial Ryegrass will germinate faster and at lower soil
temperatures than fescue, thereby providing cover and erosion
resistance for seedbed.
)K)K 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
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.
THIS VIEW FOR LANDSCAPE TREE
PLACEMENT ONLY
www 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,
I�Re�pN7��aQ�L'�:ZK�l■ 1_1��'PII�ll71
TREE PLANTING - VERTICAL STAKES
TREES <4` CAL.
SCALE: NOT TO SCALE
INTERIOR PARKING LOT LANDSCAPING (165-201.01 (13)(b): 1 TREE PER 10 SPACES
33 NEW PARKING SPACES PROPOSED WITH THIS PLAN
33/ 10= 4 TREES REQUIRED
PERIMETER LANDSCAPING (165-202.01 (13 13,423 S.F. IMPERVIOUS AREA ( ac)
1 TREE PER 2000 SF IMPERVIOUS AREA: 11,539/2000 = 6 TREES REQUIRED
TOTAL TREES PROVIDED = 10
NOTE:
*ALL PLANTS SHALL CONFORM WITH 165-203.01B OF THE FREDERICK COUNTY ZONING
ORDINANCE AND ALL PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY
FREDERICK COUNTY PLANNING DEPARTMENT.
CONTRACTOR TO GET APPROVAL FROM OWNER AND COUNTY IF ANY SUBSTITUTIONS
ARE MADE.
ANY EXISTING TREES TO BE REMOVED AS RESULT OF THIS CONSTRUCTION SHALL BE
REPLACED AT A ONE TO ONE RATIO.
FINAL PLACEMENT TO BE AT THE DISCRETION OF THE LANDSCAPE CONTRACTOR
1.5'SM-9.5A SURFACE COURSE
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
PLACEMENT OF ANY PORTION OF THE PAVEMENT SECTION.
Minimum of three (3) up to five (5) varieties
of
bluegrass from approved list for use
in Virginia, 125 lbs,
General Slope (311 or less)
N.T.S.
- Kentucky 31 Fescue
128 lbs.
- Red Top Grass
2 lbs,
- Seasonal Nurse Crop)K)K
20 (bs.
2 - #4 BARS
150 Lbs
Low -Maintenance Slope (Steeper than 3:1)
EMBEDDED 18" INTO SLOT
- Kentucky 31 Fescue
108 lbs,
- Red Top Grass
2 lbs,
- Seasonal Nurse Crop)K)K
20 (bs.
- Crownvetch XWX
20 lbs,
50 )K Perennial Ryegrass will germinate faster and at lower soil
temperatures than fescue, thereby providing cover and erosion
resistance for seedbed.
)K)K 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
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.
THIS VIEW FOR LANDSCAPE TREE
PLACEMENT ONLY
www 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,
I�Re�pN7��aQ�L'�:ZK�l■ 1_1��'PII�ll71
TREE PLANTING - VERTICAL STAKES
TREES <4` CAL.
SCALE: NOT TO SCALE
INTERIOR PARKING LOT LANDSCAPING (165-201.01 (13)(b): 1 TREE PER 10 SPACES
33 NEW PARKING SPACES PROPOSED WITH THIS PLAN
33/ 10= 4 TREES REQUIRED
PERIMETER LANDSCAPING (165-202.01 (13 13,423 S.F. IMPERVIOUS AREA ( ac)
1 TREE PER 2000 SF IMPERVIOUS AREA: 11,539/2000 = 6 TREES REQUIRED
TOTAL TREES PROVIDED = 10
NOTE:
*ALL PLANTS SHALL CONFORM WITH 165-203.01B OF THE FREDERICK COUNTY ZONING
ORDINANCE AND ALL PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY
FREDERICK COUNTY PLANNING DEPARTMENT.
CONTRACTOR TO GET APPROVAL FROM OWNER AND COUNTY IF ANY SUBSTITUTIONS
ARE MADE.
ANY EXISTING TREES TO BE REMOVED AS RESULT OF THIS CONSTRUCTION SHALL BE
REPLACED AT A ONE TO ONE RATIO.
FINAL PLACEMENT TO BE AT THE DISCRETION OF THE LANDSCAPE CONTRACTOR
1.5'SM-9.5A SURFACE COURSE
/�-
:_:...:.'..:.. 23M-25 BASE COURSE
6SUBBASE VDOT STD. 21 B
COMMON NAME
QUANTITY
SIZE
COMPACTED SUBGRADE (COMPACTED TO 95%
DENSITY AT OPTIMUM MOISTURE CONTENT VDOT
VTM-1 METHOD)
NOTE:
PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 5. THE
CONTRACTOR SHALL OBTAIN A CBR TEST OF THE COMPACTED SUBGRADE AND
SUBMIT FOR DETERMINATION OF THE REQUIRED PAVEMENT SECTION PRIOR TO
PLACEMENT OF ANY PORTION OF THE PAVEMENT SECTION.
STANDARD PARKING AREA
®►�
PAVEMENT SECTION
04/15
N.T.S.
VER 1
TOP OF REINFORCING BAR FLUSH
WITH TOP OF CONCRETE
PRECAST CONCRETE BUMPER
$" DIAM. HOLE (TYP.)
2 - #4 BARS
6' CONTINUOUS FULL
LENGTH OF
4" REINFORCING BARS 12"x1" CONCRETE
5�
EMBEDDED 18" INTO SLOT
SUBGRADE
Af
WHEEL STOP
11/05/14
®�
N.T.S.
VER 1
WIDTH VARIES
SEE SITE PLAN
-2%
C-
��
COMPACTED
SUBGRADE
\//\//\//�\//�\//�\//�\//�\//�\//�\/ //�\//�//�✓ (COMPACTED TO 95%
.//
DENSITY AT OPTIMUM
4" SUBBASE (21-A STONE) MOISTURE CONTENT
4" 3000 PSI VDOT A3 CONCRETE VDOT VTM-1 METHOD)
CONCRETE TO BE AIR ENTRAINED.
AIR TO BE 6% ±1.5. SLUMP TO BE 5" ±1"
Af
CONCRETE SIDEWALK
03/29/18
%#r-
N.T.S.
VER 2
SYM.
ABB
BOTANIC NAME
COMMON NAME
QUANTITY
SIZE
0
AR
Acer rubrum
Red Maple
10
2" cal B&B
kIN OR TIE
HOSE
WITH TIE
STAKES -IN SEVERE
gDITIONS-EXTENDED TO
kRING SOIL
STAKES
) TO FIRM
SOIL
TAKES PARALLEL
S AND BUILDINGS
�2 x BALL DIA, MIN -
CORNER OF ROOT SYSTEM TO BE AT LINE OF
ORIGINAL GRADE.
FIRMLY COMPACTED SAUCER (USE TOPSOIL)
GENTLY COMPACTED TOPSOIL MIXTURE.
SCARIFY PIT BOTTOM (MIN. 6").
SCARIFY PIT SIDES
NOTES:
1. MIN. ROOT SPREAD TO BE IN ACCORDANCE WITH
"AMERICAN STANDARDS FOR NURSERY STOCK."
2. PRUNE ALL DAMAGED, DISEASED, OR WEAK LIMBS & ROOTS.
3. CLEARLY PRUNE ALL DAMAGED ROOT ENDS.
4. DO NOT ALLOW ROOTS TO DRY OUT DURING INSTALLATION PROCESS.
5. SOAK ROOTS IN WATER OVERNIGHT BEFORE PLANTING.
TYPICAL PLANTING DETAIL - SHRUB
61:1_I r01:c"V= «111_101 WAK0101100,16
CD �
C C\1
N 10
�.�Zgrn d>
Ncu
N
a> LO C:) c
a)v
U a
Lo s X
Lo
LL
ca TUNG NIiQ ADI EKUSUMA�
lc. No, 26715
O
A
S -to
DATE: FEB. 28, 2020
SCALE: • AS SHOWN
DESIGNED BY: JNT
FILE NO, 0935GT
SHEET 2 OF -2
GE: -20
E-4
Z
PH
Q�
Z
W
�4
OJ
E-
N
Z
C-
��
Q
W
a
L
�O
y
L
P
C:64.
y
Z
w�
W
O
�
W
Q
�
W
W
DATE: FEB. 28, 2020
SCALE: • AS SHOWN
DESIGNED BY: JNT
FILE NO, 0935GT
SHEET 2 OF -2
GE: -20