HomeMy WebLinkAbout21-02 Fish Properties Warehouse (building expansion for storage) - Stonewall - Backfilei►
GENERAL NOTES
VDOT GENERAL NOTES
LEGEND
VICINITY MAP
C'3
to the
Vl. All work on this project shall conform to the latest editions of the Virginia Department of
-
SCALE 1 "= 2000'
1.
Methods and materials used in the construction of the improvements herein shall conform current
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
EXISTING INTERMEDIATE CONTOUR
- __. ' �- _ _ - --
County construction standards and specifications and/or current VDOT standards and specifications.
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 be
EXISTING INDEX CONTOUR
�""""'""" '""""' •-�- �• •-„-°'""""°°" '�?
2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
g overn.
40
/
must be provided prior to issuance of the site development permit. The approval of these plans in no way
PROPOSED CONTOUR
EX E.`/F
<✓
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment
V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
EXISTING EDGE OF PAVEMENT
---- ----- ----- - ---- -
a
3.
Control Handbook.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
Health Administration and VOSH Rules and Regulations.
V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall
PROPOSED EDGE OF PAVEMENT
PROP E/P
? % `_;1�,
-- ---_.__._...____..__ ___-_._- ___.--___ _____. _. ____ .- ___
!� SITE o�`°°
crI Rte. EXIT
GOiden es 672 321 Brucetown Road
Rood
AP OW
(VDOT) and Frederick County prior to construction in existing State right-of-way.
be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all
EXISTING CURB AND GUTTER
---- -----_ _� __ __.�-.._.�._ .__.-_.__ _._.__ _ _.
C� v�e�� y��
N°pe Rte. 672
4.
Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is
traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and
Bridge Specifications, Section 104.04-C.
PROPOSED CURB AND GUTTER
PROP C&G
O` Washington �
'Spring CLEARBROOK
W
0i
CD
arc
w
required under State law.
_`,, ; t ,_. I;
._..._:__' -
°c�
�° °,
of 00
N
5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including
TRANSITION FROM CG-6 TO CG-6R
:_:::.:_ _. -r _ -- : -.�_ -_ - .: .,-
- -- --- -
O
d
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
traffic signal poles, unction boxes, controllers, etc. owned b VDOT or private utility company. It is
g P 7 Y P Y P Y•
the sole responsibility of the developer to locate and identify utility facilities or items, which may
EXISTING TELEPHONE LINE
_.____._.__..___..___-. ____ ____._ _-___._..___..
a 0J°�`� �o°
r rn °o �° °, C,
O
i
n, E cv
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be
be in conflict with the proposed construction activity. VDOT approval of these plans does not
PROPOSED TELEPHONE LINE
T
�o � � ly Jc �.� �O
�� y�
a' �o �� O .
C .- "0-
d �o
L
N
u�
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to
relieve the developer of this responsibility.
o ° % �X v
-J - o
m
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
EXISTING STORM SEWER
- = r �__._.___�._____�__._ __.___r
..----- ----------n---------___--______
° �'° J`�
Z
- LO
`J
V5. Design features relating to field construction, regulations, and control or safety of traffic may
_
OJ
6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
PROP. 15 RGP
n,
representative of the developer must be available at all times.
any field revision will be the responsibility of the developer.
PROPOSED STORM SEWER
UJ
_5 Ln 0
C
o
T
7.
Warningsigns, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
g g
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
EXISTING SANITARY SEWER
---�p� - "� '� '-"`- " "" " "`
3 S a'r'
v v
Control Devices (MUTCD).
land use permits for any work on VDOT right-of-way.
PROPOSED SANITARY SEWER
PROJECT INFORMATION
un
8.
All unsuitable material shall be removed from the construction limits of the roadway before placing
V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged
EXISTING ELECTRIC SERVICE
9.
embankment.
All pavement sections on the approved plans are minimum sections to be utilized when the actual California
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.
PROPOSED ELECTRIC SERVICE
''
L 0
Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed
V8. The contractor shall notifythe local VDOT Residency Office when work is to begin or cease for
Y g
EXISTING GAS LINE
---------- ----->- ------------- ---
RD., FREDERICK CO., VA
°i
�
for actual determination of required pavement thickness prior to placement. All final pavement and base
any undetermined length of time. VDOT will also require 48 hours notice for any inspection.
SITE LOCATION HOPEWELL
o) >
course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and
V9. The contractor will be responsible for maintaining adequate access to the from the
PROPOSED GAS LINE
PARCEL IDENTIFICATION NO. 33-((A)) - 1 64C
w
Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true
project
CURRENT ZONING B-2 , B-3
support values of the soils in the subgrade. Final pavement design shall be submitted during construction
adjacent public roadway through construction and maintenance of a construction entrance in
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore,
PROPERTY LINE
LOT AREA ZONE B-2 = 3.52 AC.
and prior to placement.
access to other properties affected by this project shall be maintained through construction. The
FLOW LINE
�
ZONE B-3 = 10.03 AC.
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
Developer shall have, within the limits of the project, an employee certified by the Department of
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation
FENCE[,[j,[E
TOTAL = 13.55 AC.
on the plans and as required at the field inspection.
control devices and measures for proper installation and deficiencies immediately after each rainfall,
EXISTING POWER POLE
" _.
CURRENT USE MOTOR VEHICLE SALES, RETAIL SALES,
11.
Al[ springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
at lest daily during prolonged rainfall, and weekly when no rainfall event occurs.
& MOBILE HOME SALES
be minimum 6" diameter and conform to VDOT standard SB-1.
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and
EXISTING TELEPHONE POLE
-'
PROPOSED USE WAREHOUSE FOR MOTOR VEHICLE SALES OPERATION
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
at the end of construction.
EXISTING WATERLINE W/ TEE
BUILDING HEIGHT: MAXIMUM ALLOWED = 35'
one litter receptacle shall be provided at the construction site.
Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum
PROPOSED WATERLINE W/ TEE
SIGNS: ALL SIGNAGE MUST CONFORM WITH THE
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
36" cover and, when possible, to be installed under roadway drainage facilities.
STANDARDS OF SECTION 165-30 OF
THE FREDERICK COUNTY ZONING ORDINANCE.
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take
EXISTING FIRE HYDRANT
1
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
V12. Any unusual subsurface conditions encountered during the course of construction shall be
OUTDOOR LIGHTING: NONE PROPOSED
condition at all times.
immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity
be VDOT.
EXISTING WATER VALVE
BUILDING SETBACKS: REQUIRED PROPOSED
until an adequate design can determined by the engineer and approved by
14.
• Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
PROPOSED WATER METER
®
PRIMARY ROAD: 50' 65.05'
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
representative prior to placement and fill. Where CBR testing is required, a VDOT representative
EXISTING REDUCER"
�" '-- }~`"--`
SECONDARY ROAD: 35' 324. 1 5'
sheets, and connections to existing lines.
shall be resent to insure the sample obtained is representative of the location. When soil samples
P P P P
PROPOSED REDUCER
SIDE (B2): 0'
� 699.96'
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
are submitted to private laboratories for testing, the samples shall be clearly identified and labeled
as belonging to a which will be accepted by VDOT and that testing shall be conducted
STOP SIGN
--,-
SIDE (B3): 15
REAR (B2): 0'
E''
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
project
according to all applicable VDOT standards.
436.72'
REAR B3 15'
U
HANDICAP RAMP (CG-12)
Z
16.
The location of existing utilities shown in these plans are taken from existing records. It shall be the
responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be
DENOTES LOCATION OF STD VDOT
c 12 D/OR Jffi I [0NA[,
"-
O
�� '-'
contractors
The inform the arising from his existing
compacted in 6' lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method
S ANDARD RAMP COUNT CTION
PARKING CALCULATIONS
�'
LL
U) �
prior to construction. contractor shall engineer of any conflicts
A, within plus or minus 2% of optimum moisture for the full width of any dedicated street
PARKING INDICATOR
REQUIRED: PROP. WAREHOUSE: 1 SPACE / EMPLOYEE
Q
utility verification and the proposed construction.
right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified
INDICATES THE NUMBER OF TYPICAL
12
PARKING SPACES
Z
Q
Q
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A
tests be to VDOT to final VDOT
3 EMPLOYEES = 3 SPACES REQUIRED
® <
result of his construction project within or contiguous to the existing right-of-way.
p j g g g Y•
copy of all shall submitted prior approval.
TEST PIT LOCATION
®
MOTOR VEHICLE SALES: 1 SPACE 400 SQ. FT.
/
a
W
Ems-+
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
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and
P
further where determined necessary by VDOT Inspector.
HANDICAP PARKING
3,600 SQ. FT. 400 = 9 SPACES REQUIRED
/
RETAIL SALES: 1 SPACE / 200 SQ. FT.
(�
E-
�
�
0 O
~
�' Z
5
E- O
development permits.
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall
3,600 SO. FT. / 200 = 18 SPACES REQUIRED
®
U
19.
The developer will be responsible for the relocation of any utilities which is required as a result of his
meet VDOT minimum design standards and is the responsibility of the developer.
VEHICLES PER DAY COUNT
100
MOBILE HOME SALES: 1 SPACE 400 SO. FT.
/
�,
�
� �
project. The relocation should be done prior to construction.
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROPOSED BUILDING ENTRANCE
600 SQ. FT. / 400 = 2 SPACES REQUIRED
Q
W
U
20.
These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected
markings must be installed by the developer or at VDOT's discretion, by VDOT on an account
TOTAL SPACES REQUIRED = 32
U�
'-'
(�
in accordance with state law. In the event gravesites are discovered during construction, the owner and
receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The
PROVIDED: 49 EX. SPACES ON -SITE *INCLUDES UPGRADE OF ONE EXISTING SPACE
>
a Q
�l W
engineer must be notified immediately.
bottom of the sin shall be six 6 feet above the edge of pavement and the post shall be installed
g ( ) g P P
EXISTING STREET LIGHT
TO H.C. ACCESSIBLE SPACE
W
W
Q
a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on
Q11A
00
W
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
discrepancies between field and the approved
VDOT's approved list. A copy of this list may be obtained from the District Material Section.
Contact the local VDOT Residency Office with an questions regarding sin material and placement.
Y Y q g g g P
PROPOSED STREET NAME SIGN
F.A.R.
O
a"
W �
at (540) 662-4185 immediately of any actual conditions plan.
8 O
22.
Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard
V18. The developer must provide to the local VDOT office a list of all material sources prior to
P P P
construction must be right-of-way
dedicated street ri . Copies of all invoices for materials within any gy
PROPOSED SANITARY LATERAL CLEANOUT
SANITARY MANHOLE IDENTIFIER
12
REQUIRED: 1.0
=
12600 SQ. FT590,238 SO. FT. 0.02
/
ir �
a"
Z
O
E -�
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
,. .
to Frederick County to construction. If a
provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
professional engineer and results submitted prior pavement
geotechnical report has been prepared, it should supersede the requirements in this note.
may be obscured.
STORM DRAIN STRUCTURE IDENTIFIER 6
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
spreader. Density will be determined using the density control strip as specified in VDOT's Road and
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these
EASEMENT LINE
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
tests. A certified copy of the test results shall be provided to the Residency Office. In additions to
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
checking stone depths, a VDOT representative shall be notified and given the opportunity to be
CENTERLINE
present during the construction and testing of the density control strip.
EXISTING SPOT ELEVATION
I `
V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road
+
and Bridge Specifications -Section 315. Density will be determined using the density control strip as
PROPOSED SPOT ELEVATION
1153
specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests.
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative
EXISTING TREE LINE
_ ._:...�-• -- -% -'-- -- '- ti-- -. `- ^ '
UTILITY CONTACTS
shall be notified and given the opportunity to be present during the construction and testing of the
control strip.
EXISTING TREE
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
"~
If &_ i ,- ` I
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co.
P.O. Box 1877 P.O. Box 2400
V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector.
PROPOSED TREE
rq
� r� I5 OAK 15 PINE
`
�
ATE.
Winchester, VA. 22604 Winchester, VA 22604
(540) 868-1061 (540) 869-1111
FCSA CONSTRUCTION NOTES
5P 44 - -��
Power: Allegheny Power Phone: Verizon
DATE
REVISION
(�
SEAL
T
�r SHEET
®VER EE!
P.O. Box 1458 P.O. Box
1. WATER AND SEWER LINES ARE 'TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
Hagerstown, MD 21741 , MD
Baltimore, MD 21297
[i �7II
1-800-654-3317 (301) 954-6282
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
Project Name:
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
10/17/90
REVISI❑N
DR. RAYMOND FISH
INSPECTOR.
05/03/91
REVISION
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
N
pF
PROPOSED WAREHOUSE ADDITION
05/15/02
REVISI❑N
MISS UTILITY 1-800-257-7777
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
-
05/ 31 /02
REVISION
Owner: Address, Including Zip Code
g P
& Telephone No.
P
AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO
r
NOTE
BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE
2619 APPLE PIE RIDGE ROAD
DR. RAYMOND L. FISH
FIRE MARSHAL'S
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN
MARK D, SMITH
WINCHESTER, VA 22603
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
ASSEMBLY INSTALLED CORRECTLY.
N0, 022837
(540) 667-1454
Fire lane markings and signaee:
Developer: Address, Including Zip Code
& Telephone
No.
Any "No Parking" signs will be installed
5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
0��/„���w
U
by field inspection at the direction of the Fire Marshall's Office.
S'j
'�',
A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING
ONAL
SAME AS OWNER 3 �'
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
SHEET
�T
INDEX
FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD#
B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES.
�%
Engineer Certifying Plan: Address, Including Zip Code
& Telephone No.
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE
STATIC
PRESSURE = STATIC PRESSURE =
PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY,
151 WINDY HILL LANE
RESIDUAL PRESSURE = RESIDUAL PRESSURE =
THE AUTHORITY WILL INSTALL THE METER.
D,-PT QI= PL!..!i\ll'��G,DEVELOPM� WINCHESTER, VA 22602
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
GREENWAY ENGINEERING
AVAILABLE FLOW = AVAILABLE FLOW =
(540) 662-4185
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
DATE:
06/12/90
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
PROFESSIONAL SEAL &SIGNATURE
SOURCE: SOURCE:
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
COVER SHEET 1
APPROVAL
DATE: DATE:
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
THESE PLANS ARE [N CONFORMANCE WITH
COMPLETED.
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
SITE
PLAN 2
COUNTY OF FREDERICK STANDARDS AND
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
® S a
SCALE;
N/A
DESIGNED BY:
HANDICAPPED PARKING NOTE
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
THE ZONING ADMINISTRATOR PRIOR TO
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A
REMOTE READOUT IS REQUIRED.
CONSTRUCTION.
FREDERICK COUNTY ZONING ADMINISTRATOR DATE
M D S
Handicapped parking spaces and aisles shall slope
9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
JOB NO.
2129
*SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL
no than 29� in all directions.
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
greater
A REMOTE READOUT IS REQUIRED.
* SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL
SHEET
1 OF 02
INTERSTATE ROUTE 81
33-((A))-164A
HMG, LP, LLP
ZONED: RA
USE: AGRICULTURAL
L = 374.I0'
R = 5649.58
. N 37'53'44" E ro33.m3' e \
- � �
Commas
massam
FIRE LANE_ -_SIGN : _ ___ _- _ ,�
NO PARKING
54
s
5tx5 CONC. PAD a EX. FZEN -- ON
��.
3 MAN DOOR --.
5 SIGN
- 4€
Y���
Q ; --�- �-- ��
60,
0 PROP WA
tENOUSE r _ Y,�\i�\�\1\\ti"
44612' SFE,.. \9 �!C =- - }�, \ } r `� ; \ \q`�° `4\
. a. (5) PROP. CALARY PEAR F=(035BO - 5� , ES 5,� A; Y .,- `', 0\\l�" \
TREES. MIN. 2" GALI'PER �--Q : _� r-Fa(035:'n0d��' `\, '•�� l l"\�\�$e\\\
.,
r 5� At TIME OF PLANTINC,s°i ,
_.w.
WIRE
NN
5 x5 -GONG. PAD 4
3 MAN DOOR ' i - �`-_a
\!\ \\ ' 33 - ((A))-114A
` r l
i'\\ ;\\ ROBERT D. BROUN
x ZONED: RA
ZONED: B 3 `
y i \
f� ,', ✓ >` �- S,r��' s� Iv E,� v1T \,��\\�'�\tA USE: AGRICULTURAL
CIS\\' \\
AREA \,� `�� \
/s .(y
�� \ T
�� _ _ �,. r^e l 'V.- 11` f ' /^ �./ \ `` .f',i` _" •`%'= „ ,, ; 1- d:'" 'loV
TEL
I.'-R., , ' .^"" ✓'.`• - ""^^ ,-... ....-....:.a ,:✓1'� ../-,P' . J' �. `. !` `O'' gg ` +, V�
i
z. ,, � _._.___._ _.._.___- __ _.____...___._,..._ � °'` -'\ fir'`\. ��" , 1 ��•,
s
W
.-C,, � ..: r -_ -mot..-----___._.__ 1` --- -.`_— „r,o✓ .— _
RAYMOND L. FISH
\ � l
ZONED: B � -, ,:. _.- ;
---------
USE: VACANT
49
Ir
a
33
i V i R. FAIRMAN .- -\,`° \``\ \
f !� DCNA!*D ,y \ 1\\`: \ )►
ZONING BOUNIJ RY / �, .' t`� _ _ ZONEQ: 83,. B3
nl : - t$E: VETERINARY��� .
' ��
OFFICE t i 11 C , \ 33-((A))-114C _.t TEMP. CUL-DE-SAC / .. `dcv / / i -- `e l { I.
EASEMENT FOR -FUTURE a W
� � � ! r .� I _ � .1 ! '�, \ \ \ •� � HMG, LP, LLP
ROAD ,(TO O ZONE RA
v' EXTNNi UISHED'UPON USE: AGRICULTURAL
"
.......,,..:...
{
STREET NSION /' �,.
ZON,'D '- D�
$ _
if
IN
t _commas
S 4 T
-a 3= 3 n 9 =fir , ,a .Y e ,�
_ W _.
__.n.. ...,... .....,. .
,
s�
15
LANE FU HOPE�LL �. ......`,�C ,.< "'',- :ti,E l - "` -✓�,
__. ru � \ _
annamn
WINCHESTER mass
RAIL
ROAD 2
JACK K. WAMPLER SR. _ — t t -,, �_ = . ",. __ _. �,°-�" \ I \%\1
ZONED: 52 53 �'— — _ "`�„ .-. ._._ ._ � � �1...�..: � —....._ ...._.. __..°"
USE: VACANT \ _ _ — _ __ --.. _ - `_ ='- _r ___ y ��, — — — -� \\\�
33-((A))-1(p4E
KIMBERLY DICK t JOHN — _ tj
1 \'
FRANK RICHARDSON
\ ZONED: RA
\ USE: UNIMPROVED CORA ELLEN DICK t -
DAVID ALLEN DARNELL
ZONED: RA
USE: RESIDENTIAL
THIRD GENERATION, LP
\ ZONED: 52
USE: RESTAURANT
n
7
EP
0
Z
cc
W
W
Z
LLJ
Z ^^
`2
C
CD
CQ
Z x
W
W
U
L
Ln
C)
w � Q �
0
C\2CO
�n
Q
�CV
a)
�o
o
�Lr)
a
a)
Hw
L
v MA K D, SMITH v
1 No.022837
SIGNAL
U
co O
um Q >
Z Q Q
W �D W�D
E_ O 0. O
W
w�
Ce. o �
o
a F,,
DATE: 06/12/90
SCALE: I" = 50'
DESIGNED BY: MDS
FILE NO. 2129
SHEET 02 OF 02
i
co
0
u�
O
a-
M
N
0
N
0
0
N
M
0
3
0
U
o�
N
N
w
z
Q
J
w
N
0
L0
0
c
a�
c
0)
w
iL
0
N
N
N
a�
0
GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP C3
1. Methods and materials used in the construction of the improvements herein shall conform to the current Vi. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INTERMEDIATE CONTOUR SCALE 1 "= 2000' ®�
Count construction standards and specifications and/or current VDOT standards and specifications. Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and --• ""'
y p / P 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 be EXISTING INDEX CONTOUR
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, govern. PROPOSED CONTOUR 40 4 <✓
must be provided prior to issuance of the site development permit. The approval of these plans in no way
relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and
EXISTING EDGE OF PAVEMENT
a
Control Handbook. Health Administration and VOSH Rules and Regulations. PROP E/P S/TE o``ooIn
PROPOSED EDGE OF PAVEMENT O�; Rte. EXIT ♦,�
3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall ;- t: Oo�dej� es 672 321 �}� Brucetown Rood
EXISTING CURB AND GUTTER _��_ __F._._ _:M...- �:- �._.� .___.. -_._._ �=- �,,, e�et� Road y> Z
(VDOT) and Frederick County prior to construction in existing State right-of-way. be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all _ Nop En Rte. 672
traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PROP C&G O� Washington �
4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER c Spring CLEARBROOK el CD
required under State law. - --:• - o
o c
N
a, lfl
co
V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R = -= _ = = =_ _= - = == pe cr��� ,��„ Q �0
5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held traffic signal poles, unction boxes, controllers, etc. owned b VDOT or private utility company. It is
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation g P 1 Y P Y P Y
the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE ------_..__._.. __._______________-._______._._._....___.___. ' o cam' co o, v N co
(VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be be in conflict with the proposed osed construction activity. VDOT approval of these Ions does not �o � N
responsible for providing guardrail and paved ditches as determined b this joint inspection." Refer to P P Y PP P T d
. PROPOSED TELEPHONE LINE �c •,c moo. �,.. `� . �� J i �
p p g g p Y 1 P relieve the developer of this responsibility. U, °o �� o�� 'a� y o f
�X. ! 0-
Virginia o
Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. ____:_. �.__._�____._ ____�___._-_.____. _ nJ
V5. Design features relating to field construction, regulations, and control or safety of traffic may EXISTING STORM SEWER __._....__.___:_____.._________._ �_.____._..._.____.___._____.� J = i u� 0i
6. An approved set of plans and all applicable permits must be available at the construction site. Also, a be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of PROP. 15 RGP >1 P C
representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEWER -► w _n Ln o 0
n, s v
7. Warningsigns, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic EXISTING SANITARY SEWER -�"- -`"- - �•'-- "° 3 S a�
g g V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT U o, X
Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFORMATION - 3 Z �
8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE
embankment. and held by the engineer and/or developer with the attendance of the contractor, various County oP, U,
9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE L o
Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE
>
SITE LOCATION HOPEWELL RD., FREDERICK CO., VA
for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. m
course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE PARCEL SITE
NO. 33-((A))-1 64C w
Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the CURRENT ZONING B-2 ,°,,_B-3 �
adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE �® '®' °®'
support values of the soils in the subgrade. Final pavement design shall be submitted during construction accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, LOT AREA ZONE B-2 = 3.52 AC.
and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE ZONE B-3 = 10.03 AC.
Developer shall have, within the limits of the project, an employee certified by the Department of __.......__
10. All roadside ditches at grades of more than 5� shall be paved with cement concrete to the limits indicated Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation FENCELINE .___._._
- TOTAL = 13.55 AC.
on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE CURRENT USE MOTOR VEHICLE SALES, RETAIL SALES,
11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. & MOBILE HOME SALES
be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and EXISTING TELEPHONE POLE ',--' _ PROPOSED USE WAREHOUSE FOR MOTOR VEHICLE SALES OPERATION
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than at the end of construction. EXISTING WATERLINE W/ TEE ~~-~-�'�' --�-`-- BUILDING HEIGHT: MAXIMUM ALLOWED = 35'
one litter receptacle shall be provided at the construction site. Vll. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE lTi W SIGNS: ALL SIGNAGE MUST CONFORM WITH THE
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. STANDARDS OF SECTION 165-30 OF
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V12EXISTING FIRE HYDRANT THE FREDERICK COUNTY ZONING ORDINANCE.
immediately
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free Any unusual subsurface conditions encountered during the course of construction shall OUTDOOR LIGHTING: NONE PROPOSED
condition at all times. mmediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXISTING WATER VALVE "-w"-"`--'�" "°`-'��""��""-""'�°'°`�°-`°"-' BUILDING SETBACKS: REQUIRED PROPOSED
until an adequate design can be determined by the engineer and approved by VDOT.
14. ' Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary PROPOSED WATER METER ® PRIMARY ROAD: 50' 65.05'
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT,.•�,,,,,,,,,�,.•,_-,••.,�,_.•,,,v_._,.._,--.°,__, SECONDARY ROAD: 35' 324.15'
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER -�
sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER W SIDE (132): 0' 699.96'
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current are submitted to private laboratories for testing, the samples shall be clearly identified and labeled SIDE (B3): 15'
as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN REAR 0 436.72'standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. according to all applicable VDOT standards. REAR �B2�:
B3E'
: 15 U
HANDICAP RAMP (CG-12) ��:�, _.,_:_:_._: -.: =' Z -,
16. The location of existing utilities shown in these plans are taken from existing records. It shall be the DENOTES LOCATION OF STD VDOT co 0 �4
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be 2 D OR d R�spI [pN °®'
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed cG 1 NSTCf[ E � E-'
compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method STAND ,OR
0 0 PARKING CALCULATIONS r-, U) �
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing A, within plus or minus 2% of optimum moisture for the full width of any dedicated street C� '-'
utility verification and the proposed construction. right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified PARKING INDICATOR 12 REQUIRED: PROP, WAREHOUSE: 1 SPACE / EMPLOYEE Q Q
INDICATES THE NUMBER OF TYPICAL PARKING SPACES
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A 3 EMPLOYEES = 3 SPACES REQUIRED ® y�
result of his construction project within or contiguous to the existing right-of-way. copy of all tests shall be submitted to VDOT prior to final VDOT approval. ® MOTOR VEHICLE SALES: 1 SPACE 400 SQ. FT. E-�
P j g g g Y TEST PIT LOCATION / (�-, fW Z
18. When grading is proposed within easements of utilities, letters of permission from all involved companies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and 3,600 SQ. FT. / 400 = 9 SPACES REQUIRED W (�
ector. VDOT Ins by p. W
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site further where determined necessary RETAIL SALES: 1 SPACE / 200 SQ. FT. E, �4 O 0
development permits. HANDICAP PARKING
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall 3,600 SQ. FT. / 200 = 18 SPACES REQUIRED O
19. The developer will be responsible for the relocation of any utilities which is required as a result, of his meet VDOT minimum design standards and is the responsibility of the developer. VEHICLES PER DAY COUNT F00> MOBILE HOME SALES: 1 SPACE / 400 SQ. FT.
project. The relocation should be done prior to construction. 600 SO. FT. / 400 = 2 SPACES REQUIRED U
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE
20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected markings must be installed by the developer or at VDOT's discretion, by VDOT on an account TOTAL SPACES REQUIRED = 32 124
receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The W
in accordance with state law. In the event gravesites are discovered during construction, the owner and PROVIDED: 49 EX. SPACES ON -SITE * INCLUDES UPGRADE OF ONE EXISTING SPACE ✓ Q Q
engineer must be notified immediately. bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed EXISTING STREET LIGHT -T, TO H.C. ACCESSIBLE SPACE W
a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on W
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT's approved list. A copy of this list may be obtained from the District Material Section. PROPOSED STREET NAME SIGN - f - Q, w
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Contact the local VDOT Residency Office with any questions regarding sign material and placement, F.A.R.
PROPOSED SANITARY LATERAL CLEANOUT REQUIRED: 1.0 ZO
22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard V18. The developer must provide to the local VDOT office a list of all material sources prior to
t b right-of-way
t t d t di d within
Copies of all invoices for materials Co . pwn any dedicated street rgoway muse SANITARY MANHOLE IDENTIFIER 590,238 SO. FT. 0.02 E
12 12,600 SQ. FT. = Q" -+
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered construction /
professional engineer and results submitted to Frederick County prior to pavement construction. If a provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices
may be obscured.
geotechnical report has been prepared, it should supersede the requirements in this note. STORM DRAIN STRUCTURE IDENTIFIER 0
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating spreader. Density will be determined using the density control strip as specified in VDOT's Road and
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENT LINE
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE -
present during the construction and testing of the density control strip. _.
EXISTING SPOT ELEVATION ` `= ''
V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road +
and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION 1I5 3
specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. EXISTING TREE LINE
-
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative
UTILITY CONTACTS shall be notified and given the opportunity to be present during the construction and testing of the
control strip.
EXISTING TREE
V21. Approval of these plans shall expire three (3) years from the date of the approval letter. FINAL S„TE 1•A,;
Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P q APPROVED
V22. Final location of CG-12 Curb Ramps shall be determined b VDOT inspector. PROPOSED TREE r� 15" OAK 15" PINE
P.O. Box 1877 P.O. Box 2400 P Y P � a., �
Winchester, VA. 22604 Winchester, VA 22604
(540) 868-1061 (540) 869-1111 FCSA CONSTRUCTION NOTES C _
Power: Allegheny Power J
Phone: Verizon
P.O. Box 1458 P.O. Box 17398 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SEAL COVER SHEET
Hagerstown, MD 21741 SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. DATE REVISION
1-800-654-3317 Baltimore, ivT.D 21297
(301) 954-6282 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
10/17/90 REVISI❑N Project Name: DR. RAYMOND F1TSH
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
INSPECTOR. 05/03/91 REVISION •• PROPOSED WAREHOUSE ADDITION
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF 05/15/02 REVISI❑N TI"OF
MISS UTILITY 1-800-257-7777 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME 05/31/02 REVISION - Owner: Address, Including Zip Code &Telephone No.
AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO f
FIRE MARSHAL'S NOTE BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE f 2619 APPLE PIE RIDGE ROAD
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN MARK D, SMITH 9 DR. RAYMOND L. FISH WINCHESTER, VA 22603
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX (540) 667-1454
ASSEMBLY INSTALLED CORRECTLY. `d N0:022837
Fire lane markings and signage: '�O , w Developer: Address, Includi�}g i d'-" T'Zrphone No.
Any "No Parking" signs will be installed 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: 6 T
by field inspection at the direction of the Fire Marshall's Office. A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING v S'
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. SHEET INDEX ZONAL SAME AS OWNER JUN 0 3 206Z
FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. di 10
C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE Engineer Certifying Plan: Address, Includix�iDE�' hone No.
STATIC PRESSURE = STATIC PRESSURE = PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. D�I�
THE AUTHORITY WILL INSTALL THE METER. 151 WINDY HILL LANE
RESIDUAL PRESSURE = RESIDUAL PRESSURE = D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GREENWAY ENGINEERING WINCHESTER, VA 22602
AVAILABLE FLOW = AVAILABLE FLOW = (540) 662-4185
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: PROFESSIONAL SEAL do SIGNATURE
SOURCE: SOURCE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP, APPROVAL DATE: 06/12/90
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE COVER SHEET 1 THESE PLANS ARE IN CONFORMANCE WITH DATE: DATE: WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. COUNTY OF FREDERICK STANDARDS AND SCALE N/A
SITE PLAN 2 ORDINANCES. ANY DEVIATION OR CHANGE
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. jn�IN THESE PLANS SHALL BE APPROVED BY ,o DESIGNED BY:
HANDICAPPED PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION THE ZONING ADMINISTRATOR PRIOR TO MDS
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE
REMOTE READOUT IS REQUIRED.
Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A JOB NO, 2129
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. ' SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL
no greater than 2% in all directions. A REMOTE READOUT IS REQUIRED. s
Q SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 02
00
INTERSTATE ROUTE 61
33-((A))-164A
HMC, LP, LLP
ZONED: RA
USE: AGRICULTURAL
R=5649.58' N 3753'44" E 633.03' i
x
•-- - .,,, .,. ... „_..-. ,.,,,•,., - - ..NO PARKING
FIRE LANE" SIGNS -_ _ _ _
r.
Av
t CON ``�.�
PROP. `H.C. \ \ s
x5 CONC. PAD 4 EX_ PENCE 1p'a _ ' �� \ 3•
1, 3 MAN DOOR \, / 15 `\ SIGN
i �,. °"�.,, '°" _ -•-� �-- -- EC;
t
:r s
� ,i .� -� ` i �_... `tz
- 1 � ~G.r'•i�N� \
19
_-.___ 80 "IN
f � r ✓l\
••.,. �'� PRO �• WARE _Ovf�q
�7CrCR
VE
(5)PROP. CALARY PEAR 3}.50\14\��\\\TREES. MIN. 2" CALIPER ®
\ `
• ���'�A°
\
F:
f yr S v1v5 AT TIME OF PLANTING°, j 4' .- EP _ — -- / ✓ / \ 1 \ \
/�- .F,n _ C.�i�-•.-� ji "/ --� ' ji{� : `` /- \ \ � `':t 4 '� �'` ��'ie\�i i °,��\ \'e.
t t1 n "•"' ...._ .,.a' .''' e `^ "'^ •._,.. 1 /j lU.� }R T �, .r ,� j y f .,,•,.r •"`_-"'_-� •,/ ,,.- j` .,, ` `� % `' , 1,` �• i
�.a..
3' CONC. PAD 4
MANDOOR
"V,IL
\ ' — -r s - ',
rL1 — `>\\`�ti ,� 33-((A))-114A
i
�f , \�\\\tip\\\\ ROBERT D. BROUN
ZONED: B3 �,�\ ZONED: RA
— — - �=. � � `� \\ ����.��5 � \ � USE: AGRICULTURAL
�' t\t
ti- ''` \ /, , td ,✓' ,✓• -' ..- ®'�,.'' I'" .\, -•wpgym.,m, 7 t ' J' ..• i ,°,. eY�, lrS� It . %,,� \
\ ' TEL
r _
.".
LO
Fes, _o~r\ ,. 'f \ � ,--. 1 e\ ��° �0�OV
L_
f
o
�`. i ,,,,, .. ._.__.__ _.._____1y-�• _—_-----___ ..___,'-__.--,_i `"" J_..__ \ / r �',,.� 24 30' UJ\\�'0�\
RAYMOND L. FISH '
ZONED: 52 \\, ,- E"r' k
t {
j1
USE: 'VACANT a t ,�.�' s � � ___ ____._ ___ ___---__________ __-__----- __ _____ r_. � __ _ �___�_. _.___. —__ -_ _- �� _--j -- --• � � j \y�\��:\ \ �
p
\ \ T
''.,, �_ •,`_ '� 4 K
�, �` __`1„,� l J,�`' / ..- � ,,,, .n` .- --• �' �_ / r .Itr, -c� � I 06NI'440 R. FAIRMAN�,, •-` �\ `�\��� � �►
Z0NEDvW i,-B3
ZONING BOUND;$RY / 6; r t1 _.._.__ USE: ViITERIwInRY
f OFFICE
.w.;\ ! TEMP. CUL DE SAG 1 c., / i l `�`',�
-'� EASEMENT FQR�l,JTiRE w / f ,i - �\ ;°fix, HMC, LP, LLP
\ l
- \
EXTIN'6UISNED-UPON ,�' -- ._� . i i ,\ ! � ` :1�1 \\ •�`\ USE: AGRICULTURAL
ROAD(TO BE
57 ' , EET E
_..._ ._, ram, /• s @,�! .a- ..._-. ..s A '+. P'r/✓Cn\y'"0 �\
r / jam, off .� — 1
t j CoNG_ ER!>� ;FS ZONED,_,13EX i-5101
_" \ �� \ \\ i \Z, ��_
w
CL
=snow
(
M `4 ... y �. _ _ it
Y S f
y t
. a
\*I_
30 LU 996.14' \ 15 ` B * \ �\, € 5�'DEDIrATEr
1 — FOR
LJ-__
_ �,,L..1''
_, _. _ �_.
�_ 1
S,
-u-, - i_-__ -�_ 1 U lJR ,
---_ _ --_- "..."....•,•- - _ - `, '� _�_._ NEB - �;: -�`` •.__ ___' -. - .,�i ~ -'
SWAWAIW
77
- _ WEsTERJ,4 RA IL iRo 4D
—� — _. tom- _•--,:-._� — __ _ \, ..__. _.._ ._....,. \
33 -ll A))-164D
JACK K. WAMPLER SR
ZONED: 52 53 _ __ _ _._ _� _ _ _ -- _ __ .. �
.� _ _ } 40
USE: VACANT—`' �„--..� -,- � . ~......... _ � ,.,.._� _......_ ,. _ �.�... .� ��
33-((A))-164E i
KIMBERLY DICK 4 JOHN
FRANK RICHARDSON _
t_u
33-((A))-1648—
� ZONED: RA �
USE: UNIMPROVED CORA ELLEN DICK 4 1
DAVID ALLEN DARNELL
1 ZONED: RA 1
USE: RESIDENTIAL 33-CCA))-163
1 THIRD GENERATION, LP
\ ZONED: 52
USE: RESTAURANT
7@
r
Iu
Z
w
W
W
Z
W cq
O
c0
CQ
a Q) (Z
r,
Z ~
x
W
U
Ln
L
w
r5
6
m O O
Q O 0 0 0
C\2CO
ro c\j
uO
o
"t
�cv
� I
� O
0"t
4,0
a
E-4,
v
Q)
W U)
V
MA K D, SMITH v
'b No,022837
L'SfOIVAL �
W
O
_U
LL
Q
F---I
W
�
W-D
co Q
WCO
U1
t�
w
Q
�Q
o
rx
z
a
E,
DATE: 06/12/90 1
SCALE: i" = 50'
DESIGNED BY: MDS
FILE NO. 2129
SHEET 02 OF 02