HomeMy WebLinkAbout12-01 Southeastern Container (Revised) - Bldg. addition & parking lot - Stonewall - Backfile (2):,
0
0
CXJ
LO
c
�i
N
0
CO
(U
Q,
a
CD
Cr
3
GENERAL NOTES
VD0T GENERAL NOTES
LECEND VICINITY MAP
C�3
Z
Vl. All work on this project shall conform to the latest editions of the Virginia Department ofLTransportation
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
(VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
EXISTING INTERMEDIATE CONTOUR
33
SCALE 1 "= 2000'
Count construction standards and specifications and/or current VDOT standards and specifications.
y p / P
Sediment Control Regulations and any other state, federal or local regulations applicable. In the
GAINESBORO DIST.
STONEWALL'P
UJ
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.
`�
W
must be provided prior to issuance of the site development permit. The approval of these plans in no way
PROPOSED CONTOUR
EX IJP
Rt S � RUN pq 0
cF'�TF
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
�2 C 6T `
Control Handbook.
Health Administration and VOSH Rules and Regulations.
PROP �
d¢ �p l
�
PROPOSED EDGE OF PAVEMENT
o P
V
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
EX 646
�oP
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
EXISTING CURB AND GUTTER
4.
Approval of this plan does not guarantee issuance of an entrance permit b VDOT when such permit is
PP P g P y P
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
c po
W
required under State law.
V4. The developer be for his including
CC-6R
���`; ���=�r �' �r v o,'� O
'# WfiyCH�S "v
o
`n
°�
5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
shall responsible relocating, at expense, an and all utilities,
P P g• P y g
traffic boxes, by VDOT It is
TRANSITION FROM CG-6 TO CG-6R
"ram �oP
0
R s
co
c�
�t
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
signal poles, junction controllers, etc. owned or private utility company.
the sole responsibility of the developer to locate and identify utility facilities or items, which may
EXISTING TELEPHONE LINE
Jx f Ty kjy� r
VDOT to determine if and where guard rail and of paved ditches will be needed. The developer will be
(VDOT) g / P P
be in conflict with the proposed construction activity. VDOT approval of these plans does not
PROPOSED TELEPHONE LINE
T T
x, r
rr �! s`� '' r a
.-
Z u)
cO
responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to
relieve the developer of this responsibility.
ri �' ' . F j
o
_J
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
EXISTING STORM SEWER
-� EX. 15" RGP
r ti
,$�
be available at the construction site. Also, a
V5. Design features relating to field construction, regulations, and control or safety of traffic may
PROP. 15" RGP
a= kk54tr 5 r 2 x, s_``
W
r
6.
An approved set of plans and all applicable permits must
be subject to than a as deemed necessary b VDOT. An additional a ense incurred as a result of
J g r9 Y Y expense
,' y;Y„
f r
�, m
m
representative of the developer must be available at all times.
any field revision will be the responsibility of the developer.
PROPOSED STORM SEVER
N z
� ; " , z,� k - �
{,r
W
� �
c o
to ... ' , t: ... `f d a fir,+: , fP . ;t . . h... {;:^d U; ,:. ,, ,. ,t • „ }.; .. i'A:._
C N
t Ian
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
EXISTING SANITARY SERER
CL
Control Devices (MUTCD).
land use permits for any work on VDOT right-of-way.
PROPOSED SANITARY SEWER
PROJECT INFORMATION
�
U �
N x
� <
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
�
-
PARCEL IDENTIFICATION N0. 54-((A))-361 54-((A))-36A
embankment.
and held by the engineer and/or developer with the attendance of the contractor, various County
TOTAL AREA 2 3.5 7 AC. 56.23 AC.
9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
agencies, utility companies and VDOT prior to initiation of work.
PROPOSED ELECTRIC SERVICE
P P
DISTURBED AREA: 0.52 AC. 0.58 AC. =TOTAL 1.1 AC.
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for
1STING GAS LINE
CURRENT ZONING: M1
undetermined length of time. VDOT will also require 48 hours notice for any inspection.
CURRENT USE: WAREHOUSE/ MANUFACTURING
all
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicatedy
PROPOSED GAS LINE
PROPOSED USE: WAREHOUSE/ MANUFACTURING
w to
on the plans and as required at the field inspection.
V9. The contractor will be responsible for maintaining adequate access to the project from the
BUILDING HEIGHT: MAXIMUM ALLOWED 60' PROPOSED 37'
11.
All springs shall be capped and to the nearest storm sewer manholes or curb inlet. The pipe shall
adjacent public roadway through construction and maintenance of a construction entrance in
PROPERTY LINE
SIGNS: NONE PROPOSED -FUTURE SIGNAGE TO CONFORM WITH
„ piped
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore,
STANDARDS OF FREDERICK COUNTY ZONING ORDINANCE
be minimum 6 diameter and conform to VDOT standard SB-1.
access to other properties affected by this project shall be maintained through construction. The
FLOW LINE
SECTION 165-30.
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
Developer shall have, within the limits of the project, an employee certified by the Department of
FENCELINE
# # #
OUTDOOR LIGHTING: NONE PROPOSED -ANY FUTURE OUTDOOR LIGHTING TO BE
one litter receptacle shall be provided at the construction site.
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation
devices and measures for installation and deficiencies immediately after each rainfall,
SHIELDED TO PREVENT ILLUMINATION OF ADJACENT
control proper
EXISTING POTTER POLE
-PROPERTIES.
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment rior to
p q g /P
to take
at lest daily during prolonged rainfall, and weekly when no rainfall event occurs.
TELEPHONE POLE
DUMPSTER: (EXISTING) NONE PROPOSED
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and
BUILDING SETBACKS: FRONT: 75'
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
V10EXISTING
Contractor shall ensure adequate drainage is achieved and maintained on the site during and
iTi
SIDLE: -25'
condition at all times.
at the end of construction.
at
EXISTING WATERLINE X/ TEE
W
REAR: �0' R/R RIGHT OF WAY
14.
• Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary
Vii. All water and sewer lines within existingor proposed VDOT right-of-way are to have minimum
P P g y
PROPOSED WATERLINE 11 TEE
T
w w
F.A.R. CALCULATIONS
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut
36 cover andwhenossible
, p, to be installed under roadway drainage facilities.
EXISTING BUILDING= 408,655.5 S.F.
sheets, and connections to existing lines.
V12. Any unusual subsurface conditions encountered during the course of construction shall be
EXISTING FiRE
PROPOSED ADDITION= 17,590.0 S.F.
E-4
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
immediate) brought to the attention of the engineer and VDOT. Work shall cease in that vicinity
y g g y
design be determined by the by VDOT.
EGSTING RATER VALE
TOTAL= 426,245.5 S.F.
�
LU
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
until an adequate can engineer and approved
TOTAL LOT AREA= 1,026,709.2 S.F.
V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT
PROPOSED HATER METER
(D�
U'
16.
The location of existingutilities shown in these plans are taken from existing records. It shall be the
P g
,�
w w
426,245.5 / 1,026,709.2 = 0.42 (F.A.R.)
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
representative prior to placement and fill. Where CBR testing is required, a VDOT representative
EXISTING REDUCER
Z
prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing
P g y g g
shall be present to insure the sample obtained is representative of the location. When soil samples
to laboratories for testing, the be identified labeled
PROPOSED REDUCER
LANDSCAPING CALCULATIONS
~
x
a
Ei
the
are submitted private samples shall clearly and
256,677 S.F.
utility verification and proposed construction.
as belonging to a project which will be accepted by VDOT and that testing shall be conducted
STOP SIGN
REQUIRED= 25% = �5.89A.fl
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
according to all applicable VDOT standards.
HANDICAP RAMP (CG-12)
`�
PROPOSED= 27% = 278,784 S.F. 6.4 A.
Q,,
result of his construction project within or contiguous to the existing right-of-way.
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be
DENOTES LOCATION OF STD VDOT
CG-12 AND/OR JURISDICTIONAL
PARKING CALCULATIONS
OFFICE = 1 SPACE PER 250 S.F.
Q
ZE-I
(1. Ul
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
g g P P P P
compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method
A, within plus or minus 2% of optimum moisture for the full width of any dedicated street
STANDARD RAMP CONSTRUCTION
Al2
REQUIRED: WAREHOUSE = 1 SPACE PER EMPLOYEE
Z
� Z
0
, 4 (�
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
the direction VDOT Inspector, density tests by
PARKING INDICATOR
MANUFACTURING = 3 SPACES PER 4 EMPLOYEES
development permits.
right-of-way. At of performed a qualified
independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A
INDICATES THE NUMBER OF TYPICAL PARKING
SPACES
O
►-a
EXISTING OFFICE= S.F. / 250 S.F. = 25 SPACES
x
Q;
19.
The developer will be responsible for the relocation of an utilities which is required as a result of his
P P y q
co of all tests shall be submitted to VDOT rior to final VDOT approval.
PY prior pp
TEST PIT LOCATION
®
WAREHOUSE/MANUFACTURING = 98 EMPLOYEES = 98 SPACES
WARE
� Z
Z
Z
� � Z
project. The relocation should be done prior to construction.
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and
TOTAL REQUIRED = 123 SPACES
O
0
�
� W O
20.
These plans identify the location of all known ravesites. Gravesites shown on this plan will be protected
P y g P P
the
further where determined necessary by VDOT Inspector.
HANDICAP PARKING
EXISTING SPACES = 126
SPACES LOST TO BLDG. ADDITION = 24
Z [-�
`�
�l E 4
U
Z �+
in accordance with state law. In the event gravesites are discovered during construction, owner and
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall
SPACES LOST TO PROP TRAILER PARKING 9
engineer must be notified immediately.
meet VDOT minimum design standards and is the responsibility of the developer.
VEHICLES PER DAY COUNT
100
=
TOTAL = 33
�+ Q
Q;
C-)
W
21.
The contractor is to verify field. conditions prior to and during construction and notify Greenway Engineering
the
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROPOSED BUILDING ENTRANCE
EXISTING SPACES LEFT= 93
Q
�
at (540) 662-4185 immediately of any discrepancies between actual field conditions and approved plan.
markings must be installed by the developer or at VDOT's discretion, by VDOT on an account
PROP. NEW SPACES= 34
U) Z
0-4
.4W
•• "
Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard
receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The0)22.
bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed
TOTAL SPACES-- 127
O �--4 Q
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
a minimum of four (4) feet from the edge of Sign shall be of a type found
EXISTING STREET LIGHT
HANDICAP PARKING
LOADING SPACES
W Q
a
04
professional engineer and results submitted to Frederick County prior to pavement construction. If a
pavement. posts on
VDOT's approved list. A copy of this list may be obtained from the District Material Section.
101 - 150 = 5 REQUIRED SPACES
�--I
124
W 4
geotechnical report has been prepared, it should supersede the requirements in this note.
Contact the local VDOT Residency Office with any questions regarding sign material and placement.
PROPOSED STREET NAME SIGN
+
PROPOSED SPACES = 6 (2 VAN ACCESS.) REQUIRED MANUFACTURING: 1 SPACE FOR EACH 40,000 S.F.
W
Z
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
V18. The developer must provide to the local VDOT office a list of all material sources prior to
PROPOSED SANITARY LATERAL CLEANOUT
PARKING TREE CALCULATIONS TOTAL BLDG. AREA= 426,245.5
426,245.5 / 40,000 = 11 SPACES REQUIRED
O O
�+ E-
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
demolition. Names telephone the and operators underground utility lines
construction. Copies of all invoices for materials within an dedicated street right-of-way must be
P� Y
to the Iocal VDOT Residency Office
SANITARY MANHOLE ®IIVTIFIER
12
REQUIRED PERIMETER= 1 TREE PER 40 L.F. EXISTING SPACES= 19 SPACES
Q
of excavation or and numbers of
provided prior to acceptance of the work. Unit and total prices
INTERIOR= 1 TREE PER 10 SPACES
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
may be obscured.
STORM DRAIN STRUCTURE IDENTIFIER
O
PERIMETER= 490' / 40= 12.25 TREES
0
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical
INTERIOR= 34 / 10 = 3.4 TREES
0.4
spreader. Density will be determined using the density control strip as specified in VDOT's Road and
TOTAL TREES REQUIRED= 12.25+3.4=15.65
O
04
O
Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these
tests. A certified copy of the test results shall be to the Residency Office. In additions to
EASEMENT LINE
TOTAL TREES PROVIDED= 16
13.
provided
checking stone depths, a VDOT representative shall be notified and given the opportunity to be
CENTERLINE
NO ENVIROMENTAL FEATURES ON THIS PROJECT
UTILITY CONTACTS
present during the construction and testing of the density control strip.
EXISTING SPOT ELEVATION
12
TRIP GENERATION DATA
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
CLASS
USE
TRIP RATE USE
VPD
Water/Sewer: Frederick County Sanitation Authority
specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests.
)O{ISTING , REE LINE
P.O. Box 1877
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative
Winchester, VA. 22604
(540) 868-1061
shall be notified and given the opportunity to be present during the construction and testing of the
control strip.
EXISTING TREE
�
15" OAK 15" PINE
THIS
O r7 T 1
T ON 111-ILL
NOT
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
1 L �/
1
Power: Allegheny Power
P.O. Box 1458
V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector.
PROPOSED TREE
�..
���15" OAK 15" PINE
A FFE
T TR[P
GEIVERA
TION
Hagerstown, MD 21741 @=dba�= S TE I r, F
FCSA CONSTRUCTION NOTES
1-800-654-3317
.,.
Phone: Bell -Atlantic
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.
P.O. Box 17398 2e v.,r p„f 4( J- P -4f 1 L _Q
Baltimore, MD 21297
HATE
REVISION
SEAL
CO PER SHEET
(301) 954-6282
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
Project Name:
Gas: Shenandoah Gas Co.
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
8 27 Ol
PER FREDERICK COUNTY
PLANNING COMMENTS
P.O. Box 2400
INSPECTOR.
SOUTHEASTERN CONTAINER
Winchester, VA 22604
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
OP
(540) 869-1111 MISS UTILITY 1-800-257-7777
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
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
BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX
v 9
6231 LEESBURG PIKE
FORT COLLIER GROUP, L.L.C. FALLS CHURCH, VIRGINIA 22044
FIRE MARSHAL'S NOTE
ASSEMBLY TO BE IN
MARK D. H
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
ASSEMBLY INSTALLED CORRECTLY.
"0 N0.022837
(703) 237-2570
Developer: Address, Including Zip Code
& Telephone
No.
Fire lane markings and signage:
Any "No Parking" signs and yellow painted curb locations will be installed
5. FOR WATER AND SE 1911 SERVICES THAT CONNECT TO EXISTING LINES:
7G
��/'
It I
by field inspection at the direction of the Fire Marshall's Office.
A. THE LOCATION OIr THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY S ENGINEERING
SIONAL �
"�
SAME AS ABOVE RECEIVED
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
SHEET
INDEX
A U G 2 9 2 o Q i
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
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 I.M. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY.
11FT OF PIANNINGJDEVELOPMti �� 151 WINDY HILL LANE
RESIDUAL PRESSURE = RESIDUAL PRESSURE =
THE AUTHORITY WILL INSTALL THE METER.
D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
GREENVfAY ENGINEERING WINCHI�1CIi�',LA�N M���;
AVAILABLE FLOW = AVAILABLE FLOW =
1 COVER SHEET
(540) 662-4185
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
2 OVERALL PLAN
PROFESSIONAL SEAL &SIGNATURE
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
3 SITE PLAN
DATE:
1 /23/01
SOURCE: SOURCE:
B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
APPROVAL
SCALE:
N/A
DATE: DATE:
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
4 DETAIL SHEET
THESE PLANS ARE CONFORMANCE WITH
COMPLETED.
COUNTY OF FREDERICK STANDARDS ANDD
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
THE ZONING ADMINISTRATOR PRIOR TOLlOa,4,1-,CA�4/
�y jDESIGNED
0
BY:
HANDICAPPED PARKING NOTE
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A
CONSTRUCTION.
f 11AS/JAW
REMOTE READOUT IS REQUIRED.
FREDRICK COUNTY ZONING ADMISTRATOR DATE
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.
2080
no greater than 2% in all directions.
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
A REMOTE READOUT IS REQUIRED.
SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL
SHEET
1
OF 4
m
CURVE DATA
NUMBER
DELTA
RADIUS
ARC
TANGENT
CHORD
C1
03*00'33"
2,030.00'
106.62'
53.32'
S40*01'53"W 106.60'
C2
03*08'20"
5,707.65'
312.68'
156.38'
N40*31'26"E 312.65'
C3
05-16'48"
5,711.65'
526.34'
263.36'
N44-44'00"E 526.16'
PIN 54A-1-1
SLAUGHTER PIN 54A-1-1-7
PROPER I
TIES 5tPHEN A. 5LAUI
ZONED, ET. AL. TER
USE: INDUSTRIAL PIN 54A-1-15F_> 4)
SLAUGHTER ZONED: R ox
-7054'24"N 6HTER PROPER
N4 PIN 54A-1-16 PT
TIE5 USE: VACANTIOC
4 0, ZONED: M-1 SLAU6HTER PROPERTIES
USE: INDUSTRIAL ZONED: RIP
USE: RESIDENTIAL
PIN 54A-1-18
77t "'; - - j - -
T
AUBREY L. LIL
85 ........ -6wsw
LARD
V IZONED- RP
........ USE: RE51
1C, c
------- s DEN DOROTHY MOFFETT
------------ -_ I
4-
PIN 54-A-82
%
ZONED
WMk* -W
USE: RETAIL SERVICE
B-3
7,
7
0
'6A.5 60,
J(
ra
N47
L2
� :zt
44'
A,
1 1 71,
�e7 ,7�jj;'z�
77,
qwm- 646 641
�7
•-,Al \�\\
soft
.. ...... .. . . ....
N . .... .
x
AIL IN
B.M. N'
N
0
6W P
-70b.5-7
EL.`-
. .........
t
C)
J1
w .... I
'7
A,,
Xk
W \
RELOCATE EX
TOR
r
1It Irl—, -1 ; I 1 1 4� TRASA CZWAr-
'K
i
-AD
rlm4l NEW .41 .......
7 - ® - -
P-1
L
-.7
LOT .42 4
x
4` PARCEL
TAA( 23-573-5 ACRES 1
q
Jh)
20, SAM 1AW
6" W I , " ` FORT
_uj - j, , - COLL1,6p
V DB " As 114 DB (:5ROUP L.c.
9 4N P& &V N
pp X, SEE D8 P,
61566
I Du 52A f1r, owl N ;V 000 prl 577 DS 76 7 PC,
�p
ONE TOP DB 4
16 6 PC, 73 DIRA '10' PvC;
1N 40
'ET
#
\V
0�
265 P'C-5 T J3ROOA�E ROAL, N6
'ACT I' ORr50LD/
EX 6,7 PaO--O PROP
cl 45 AW-A
-a -4
wyz
ry
L LU <
LIZ >
Lf) _j 0 1
JN LIJ
LL
NOTES:
1. DRAINAGE FROM Tq15 31TE TO BE HANDLED BY FORT
COLLIER REGIONAL 3TORMINATER MANAGEMENT FACILITY
2. FIRE LANES, 516NA&E, AND YELLOW CURD TO DE INSTALLED
AT THE DIRECTION OF THE FIRE MAR5HALL'S OFFICE.
- - - - - - - - - - - - - - - - - - - - - - I SHEET 3
NA
SEE BLDG.
WS-40ME EX.
ADDITION PLAN NO. 1 .14" PZP
SHEET 3
REMOVE Ex
4 PUJ& HOLE ix '
6".134
fli-
v
w "10,9; AQ . ". &%< . RELOCATE EX
FI
f;!Et9 Ex D1 TOPF;T HYDRANT
TOae FF.4 EXTEND tM To
So. F:T
5TEF- -70:2,02'
H.zw PROP. 4' 5AK LATERAL
Jai
SHEET 3
m
P
u
18. - I 1 1 1 Q. 1 _.
x 'i 5' F
AL �x
P R. 0 P. C, &�- �&RAWi .3
t,/- <-Ju OROP.W
ki a. PROP DOCK DOOR �7:mmm
01, fL
lj
5M-2A
t
Mop.
DOLLAFWS
o
RELOCATED
Z FIF;ZE RY'DRAW
x
E TAP EPr F4-5.A-
X
4&
,lob'
TAP BY Fjr,.S.A.
.:J
---- - -------
iy
L -
vm6w.
1p
11 _77777
m
�
Fjt,R- z
t
IKop. 31 H16H _
em "mD@E_- I __
L
5PACAED WFRD�+
r — — — — — — — — — — —
TREE LEGEND
5-rMDOL
OUANTITY
NAME
HEIGHT AT THE
OF PLANTING
REMARKS
2" CAL AT
6
PIN OAK
TIME OF
D-f D
PLANTING
2" CAL AT
/0
RED MAPLE
TIME OF
D$D
PLANTINO
3' HIGH AT
67'g 3'O.C.
-JAPANESE -rEA
TIME OF
CONTAINER
PLANTING
PROP.
sp +
_701
SEE PARKING 101.15
PLAN k1 NO -i x 11
;1V
SEE PARKING 1
PLAN NO. 2
\z (3 0 --j
r - - - - - - - -
SHEET 3 n) (3
v-
zp 0
z lu z z ur
— - — — — — — — — — — — — - j EX. TP-15F4 CZWACTOR
Z- t t N
TO M RELOCATED to f)
40
SEE BLDG. 4
ail`k,.J i
k I I \1
BACK OF GIIRH I _____..___ ..__.____-.—...__ .. ___. ___.-_ ,.___..._ . _._ __. - .__.._ . _..-___...__ -. - ._ _.. _.... __ _.._. "X'--_ - - ,�. `t 4 O _ _
-10 '75 i P6 3__1
VA. ROUTE 1320 - PEST EROOKE ROAD
60' RM - D5 -768 P67 1443
P05TED SPEED LIMIT 55 M.P.H.
PIN 54-((I))-G
PIN 54-((A))-56p - - - - �$ - - - - - - - - - - - ---__
5HOGKEY REALTY CO.
ZONED: M-1 FORT COLLIER GROUP, L.G.
USE: VACANT ZONED: M-1
USE: INDUSTRIAL
(WORLDWIDE AUTOMOTIVE)
cr)
z
O
zUA
Z
z
0
>
Lu
z
w
Lu
0
>
uj
4,0
Lill
C)
<
D�
O
�
V
0
O
z
Z
01
w D
7
w
x I-
w
a-
cl
-V
0
-j
z
Z
D-1
D_
n
w
w
z
<
Z
uj
IL
E_
Vv V \,1-_1 V1,
MARK D, SMITH
No,022837
Al
10 1, v
E-
CC
w
Z
Q
'�
C
U�
cr)
Z
E_
z
Z
c
W
Fm
�4
cf)
cf)
O
0
0
.
in,
(f)
DATE: 1/23/01
SCALE: 1" = 60'
DESIGNED BY: AS
JOB NO. 2080
SHEET 02 OF 04
i{ AulI
I 11
I r �
� w
D 7O%Y�-R5
T-ION UNIT5
pp
'h ROOD pRAIN
L INE
1 PROP
J IFFFJ
/ z 1.w ' O W N LINE �0.
G 51-
H.
W
O
\ CoNcpp E),
T AD
RP r~ +•
.;
\
O
7pd INV7O DRAIN L/AF
\ I 0
O EX. GHT PpLE7O1.0 +PROP GONG.
6,ARK;NG ,q TRAIL -ER
o „ BASE RFa
gLL, w ` SOP 1Nv=6q6 6 $ coNGRErE
EX DI r
3 OP EL' 6q6
E�. lN}f6 d q6 57 /
wm ,
1 �
�4
MH C1
1
PARKING PLAN NO. 2
PROP. G6-6R
CURB
I �
( / a
(_ 102 _
o
h0PK a
O,
-�
_--,25' PARKING T I TI
J
-� o —
8. + ! I q" To BROOKE ROAD',ROP.-=I� 1-1 16H
EVERGREEN -RED&€
-
BACK OF GURB
PARKING PLAN NO. 1
702. i
MH
n
5N
A5PHALT
.ENTRANCE
E
5" CONCRETE 3000P51 W1 MESH
4" 21- B BASE STONE
2" SM-2A
6" 21-8 BASE STONE
PAVEMENT DETAIL
(NOT TO SCALE)
4" REINFORCED CONCRETE
3000 PSI
4" SUBBASE (21-A STONE)
WIDTH VARIES
SEE SITE PLAN
114" = 1'
a.
4" e.d• .d e•
4"
aft
1-11 PIL
COMPACTED SUBGRADE
(%% DENSITY)
CO GfRETE SIDEUJAL< DETAIL
(NOT TO SCALE)
EX. TRASH COMPACTOR _ 4 j
TO BE RELOGATED 1 ,
� Y
b
F j MOVE EX.
4 RGP
_ o
20' WATER fN�
EA5EMENT .
LAB 78b P5 P2&
REMOVE EX. GMP
a PLUG HOLE
iZIM= bg7.34
INV.= 6(13.
EX I2" 8 PV ® X RELOCATE EX.
G �- REMOVE EX. DI TOP FIRE HYDRANT
a EXTEND MH TO
F.F. ELEV. J
7p,
Wr PROP. 4" 5AN. LATERAL
z
0
EX. METAL 5TOOP . 0 —
ff 5TEP5
�1I O H
PROP. DOCK DOOR • .LP
ROOF ..
DRAIN
OUTLET
SIGN
I PROP.
ISO "Z�- BOLLARDS
' RELOCATED
\ .w FIRE HYDRANT
MH \ TAP BY F.G.5.A
5N
5N
TAP BY F.G.S.A. GU1-voz
Glad
r
5N
A5PHALT
HV ENTRANCE
pp P11:1
60ARDRAIL
PROP. ANNUAL _
MAINTENANCE
AGGE55 DOOR
BLDG. ADDITION PLAN NO. 2
EX. BUILDING
F.F.= 702.02
GRAVEL
GONG. RAMP 2492, AREA
• •; SDMH
LAND5GAPED PROP. MANUFAGTURIN6 AD ITI
X. PARKING .fl 7,090 5Gt. FT.
LINES TO BE F.F.= 702.02
REMOVED 6' 5TEP5 H=35' EX, FH
w
�Fi., 18 : � � 8' s' 8'
RELOCATED F.H. OD
TAP BY F.G.5.A.
CONCRETE PARKING AREA N ou
m
RA15E EX. MH TOP
TO F.F. GRADE
z�
O�
`-WOOD FENCE
EX. DUMP5TER
(T0 BE REMOVED)
WALK
;
PAINT STRIPED
COVERED 5HEL TER
BLDG. ADDITION PLAN NO. 1
CONCRETE
51DEP' ALK
Z
OC
W
W
Z
Z
W
cv
O
0
co
Q
'm
CD o
.9
Z"
x
Lo"
�W
W
� V
a�
W
o�
"t
Lo
a
^'
Hw
1-4
w
O O
V
w
rn
oz
Z
z
ry
0
0
C
o
z
oz
�--i
in
Z
`Q
J
(�
J
Z
Q
J
U
V
Z
W
Q
w
a
rx
w
ac
Q
Ll
IL
O
z
Q
w
Q
O
Q
X
V
W
w
?
tY
O
q
�
v
aC
°°
A
%
r
Q
.�Itc OF r.
L MARK D, SMITH 9
No, 022837
o
`sJONAL
E-
o
W
Z
z-
�Q
�
Q
Z
a
CO<v,
z0Z
Q>
co
Z
O
Z
�
�D
��
x�
U)
Q
Z
�O
Qcr
z�
w
Q
O
W
�w
►-•-
E-
W 4
mWoz
rx.,
O
w
1
U)
O
OO
a
cf)
DATE: 1/23/01
SCALE: 1" = 30'
DESIGNED BY: AS/JAW
JOB NO. 2080
SHEET 03 OF 04
DETAIL 1 DETAIL 2 DETAIL 3 EC-1
B B
B
0 0 trench width W
o as re uired
A -- - - W
A T Min. - -(- -- - MA ,� Min. A -- -- - B Min. a 6" die. schedule 40 Z
D -- 3 3D IIDI 3 3D 3 30 , steel pipe filled with 3
_L_ concrete and painted
-- - _ �" yellow
a�
o \\
B000
3 as o " 18 die. •. 1 -6411C � d
L 3 B 4 2"R concrete I
• P Y/�\//�\\�,�j,�j, �j, �j,� encasemejt�,I'\_ � 3� '� � 61 �
concrete > --I- CQ
DEPTH H thrust block BOLLARD DETAIL Z x 0�
' Q r'%1 4
Depth 0 O
d
Geotextile 91 Geotextile \ v p,to
Fabric 9" Geotextile g" DEPTH
Fabric Fabric SECTION A -A
SECTION A -A SECTION A -A -1".1 � 0 y�
*D represents spon for for box culvert installations. 0
4
H=Diameter for round pipe, rise for pipe arch and box height. 4. 4 direction of setting to be approved prior to installation
NOTES \ n
For multiple line installations Dimension D is to govern the protection outside the channel 4 d Q r
width(W). d d d'
The bottom of the curb and' Q) O
On any Secondary Roads installation requiring erosion control stone where no ` " „ N J-.
endwall or endsection is specified on plans, construction is to be in accordance with 4 Q gutter may be constructed
P P a as required concrete pad 1 —6 sq. x 6 deep � a�
Detail 2 shown above. parallel to the slope of tao >
D MW*3D D ��Q minnimumsubbase cdepthsof 7�idsd a
0 2'-0" maintained. I
This area may be concrete W
— �
* at the option of the contractor For use with stabilized aeon -graded 2" / min. 6" max.
/
CD* drainage layer, the bottom of the curb
Geotextile Fabric to be installed under all erosion control stone in accordance This curb may be used when and gutter shall be constructed parallel X\\\\�\\�
with the specifications. design speed is 40 MPH or less to the slope p subbase courses
and to the depth of the pavement.
on Rural highways and 45 MPH or
less in developed urban & suburban , �/ screw type
MIN. DEPTH
areas. If these design speeds are stone to be minimum adjustable
exceeded Standard CG-7 is required. / �
Dry Rip Rap RIP RAP / of 6" above top of base valve box
Geotextile Note:
Fabric Class 1 2' Combination curb & gutter having a radius ne 'Z
SECTION B-B Class II 3' / peg O
of 300' or less (along face of curb) shall be ' locator e
paid for as radial combination curb &gutter. F•-I
This item may be precast or cast in place. H
Concrete to be Class A3 if cast in place, megolugs \
4000PSI if precast. Nw
* Use Typical Section shown on plans or normal side slope, bottom width, and depth
of channel, ditch or natural ground.
SPECIFICATION»
mechanical joint
STONE FOR EROSION CONTROL SPECIFICATION COMBINATION 6 CURB 8c GUTTER REVERSED Swivel tee with
REFERENCE REFERENCE
VIRGINIA DEPARTMENT 105 6" branch
204, 303245 of 502 VIRGINIA DEPARTMENT OF TRANSPORTATION (� (� (� (� \`
\ice\i \\\i\\�.�\`i�\`ice
414 TRANSPORTATION 114.01 201.03 /\/\ /\
FIRE HYDRANT ASSEMBLY
Figure 9
M H- 1 Sheet 1 of 5
r�
HALF PLAN VIEW
U 4'-f'," + 2 x Wall Thickness MARK D. SMITH
,► CONSTRUCTION OF A SILT FE.11.10E , N0.022837
1 IIII (WITHOUT WIRE SUPPORT) ���0'�• ��,-� ��'
2' 0;',
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH _ s10 AL
UPSLOPE ALONG THE LINE OF
II II STAKES.
PROP. BUILDING
Note: See St'd.SL-1 for applicability of safety slabs. 6'MAX. FF= 702.02
Note: The top of masonry is to be left
sufficiently low to permit proper adjust-
ment of cover and frame to grade by B — B �- / l / 700 w 700 700 700
St'd. MH-1 Frame & Cover ___ — — �� r
the use of mortar or brick as directed f y� II / W
by the Engineer. L - �-- / � I 1
00 0 - — J —� %f — III o. Q EX. PAVEMENT &R aE
' I EXGRADE
2-o—�
All concrete to be class A3
•, •. • •�. 4 FLOW - _
v
UJ
o a o - - `'' 6oi5 - 6q5 6oi5 6q5 Z
o I I Flat slab top as detailed on St'd. T- �/
v I i� MH-2 may be substituted for tapered t III " Q
section when approved by the engineer. 4„ X Q�
o W 188' 24" f�dP @ 0.590
3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT cMi'
When specified on plans the invert is to TO STAKES AND EXTEND THE EXCAVATED SOIL. �r
m be shaped in accordance with Standard I I IT INTO THE TRENCH. 54.5 24 6�VP 00.590 J \. C3
A - q Plan Is-1. 6q0 CA4P _ 6q0 690 ��� 5 6a0 Z U)
��p<. a �>
CD 4 D.. HALF SECTION A -A D�OCD tn
�p�N ° O Q o ; (WITH FRAME AND COVER REMOVED)CU 10
m m BRICK CONCRETE C\J_ //�.._ / d �,� ' p¢ �' V {��,L)� � �
o ,.. '-o TABLE OF QUANTITIES withouti IIII " :::':. ��II w w _ _ Ll 685 685 W
* ' Quantities shown are for manhole
pipes. The amount displaced Y•.IL Lf)a' ' ' CONCRETE by pipes must be deducted to ob- r C _ �� L� ,.. O (V CAL ci W �0 450 BEND Q T Q E O
BRICK MANHOLE tain true quantities.
U, _ DEPTH q _ �_ X tY cs z
C1 N BRICK CONCRETE CONCRETE A base thickness of 9" was used FLOW W Q (� O O
Q in computing concrete ll II X Q o--1 �► '�' o a p g quantities.
� FEET THOUSANDS CU. YDS. CU. YDS.
cO 1 „ Concrete 4 0.5 0,785 1.437 III
$Increments to be added for I fn i N W
III + z + z + w 680 � w � 680 W W �
5 0.9 0 785 1.9s1 each additional foot of depth. SHEET FLOW INSTALLATION _ m C) a
Footi n
a 6 0.9 0,785
3 TD 0 ° n "' ,'. 7 1.0 0,785 Materials may be brick, concrete (PERSPECTIVE VIEW) 0+00 1+00 2+00 N 6 0 �
' 8 0,785 2.485 or approved concrete manhole block_ CV \cv X p O Q
If blocks are used the minimum PROFILE
I TM �/�� X i
Diameter = 4'-8"+( x Wall Thickness) I 9 1.4 0,785 2.747 thickness of some is to be 5". Other I R0 F I L E S I I I, S E Y Y LU (V z U Qi
10 1.6 0 785 3.009 FLOW 11L�� ll
i I thicknesses are to conform to wall
CC)� 1. 0.970 3.455 thickness shown for concrete. a�vc. O i Z 0- � E-+
SAGLE: I =50' HORIZ. O
rC> SECTION B—B 12 2.2 0.970 3.817 \`\ A A \\ 1"=5' VERT. + Z + + + UJ
Z
B _ �, O
13 2.5 0.970 4.179 ///// 0+00 1 +00 2+00
CD 14 2.8 0.970 4.541
BRICK CONCRETE
' 15 3.1 0.970 4.903 I I ^ I LATERAL
Co OR 16 3.4 0.970 5.265 �j// \ CL PROFILE SA'j�l • SE `{
CONCRETE BLOCK 17 s.o32 I v
of INCREMENTS 0.45 0.582 IIII
MANHOLE FOR 12 "— 48 "PIPE CULVERTS SPECIFICATION POINTS A SHOULD BE HIGHER THAN POINT B. SAGLE: i "l50vER . O
� REFERENCE �� '
0 DRAINAGEWAY INSTALLATION
Q, VIRGINIA DEPARTMENT
LLJof 302 (FRONT ELEVATION)
106.01 TRANSPORTATION SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DS►C PLATE. 3.05-2
Sherwood and lfyant
0
a�
cn
w
DATE: 2/21/01
CD
SCALE: NA
0
co
0
cn DESIGNED BY: AS/JAW
FILE NO. 2080
O
SHEET 04 OF 04
X
0
0
LO
(V
ad
0
C0
CNJ
C-n
a
CU
(31
3
GENERAL NOTES
K0 OT GENERAL NOTES"
LECEND
VICINITY MAP
Vl. All work on this project shall conform to the latest editions of the Virginia Department of
1.
Methods and materials used in the construction of the improvements herein shall conform to the current
Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and
EXISTING INTERMEDIATE CONTOUR
33
SCALE 1 = 2000 �
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
GAINESBORO DIST.
WA
UJ
event of conflict between any of these standards, specifications or plans, the most stringent shall be
EXISTING INDEX CONTOUR
330
R
'i 2.
Measures to control erosion and siltation, including detention ponds serving as silt basins during construction,
govern.
Aq��
UJ
must be provided prior to issuance of the site development permit. The approval of these plans in no way
PROPOSED CONTOUR
40
Rt CJ T � RUN pqD
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 PAVEMENTEX
S c
22 Ftir 61
Control Handbook.
Health Administration and VOSH Rules and Regulations.
PROP E/P
F�ODD
^I
PROPOSED EDGE OF PAVEMENT
3.
A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation
p g• g� P P
all traffic control, whether permanent or temporary, shall
V3. When working on VDOT right-of-way, p p q,
EX G46
oPo
�
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
EXISTING CURB AND GUTTER
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
PROP C&G
Bridge Specifications, Section 104.04-C.
PROPOSED CURB AND GUTTER
r � 0
required under State law.
V4. The developer be for his including
// / �/ /4
l.117-V l./l7-ClR
� !.�' '�� .. Z ���$fi �
` " �NOH•`
N
:�
00
5.
The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held
shall responsible relocating, at expense, any and all utilities,
traffic signal boxes, controllers, etc. owned by VDOT or It is
TRANSITION FROM CG-6 TO CG-6R
fi OPO
� ��, a �- ,a ES -s � �
0 Kf
N
�
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation
poles, junction private utility company.
the sole responsibility of the developer to locate and identify utility facilities or items, which may
EXISTING TELEPHONE LINE
gut rp2V `R CST3��Y y R
`' ^ rt �' N y��k5 Y`N
N
(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
responsible for providing guardrail and paved ditches as determined b this joint inspection." Refer to
P P g g P Y J P
relieve the developer of this responsibility.��
P
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications.
EXISTING STORM SEWER
-� EX. 15" RGP
rti5
t`r�
Z
= >
N
6.
An approved set of plans and all applicable permits must be available at the construction site. Also, a
V5. Design features relating to field construction, regulations, and control or safety of traffic may
be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of
„
PROP. IS RGP
s
a „ spa, f+ , t j ,, �, ,z
_
+=
,n N
representative of the developer must be available at all times.
p p
any field revision will be the responsibility of the developer.
PROPOSED STORM SEWER;
c o
c N
_
o�
- LO
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic
V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT
EXISTING SANITARY SEVER
c
Control Devices (MUTCD).
land use permits for any work on VDOT right-of-way.
PROPOSED SANITARY SEWER
PROJECT INFORMATION
Z
B.
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
-
PARCEL IDENTIFICATION N0. 54-((A))-361 54-((A))-36A
embankment.
and held by the engineer and/or developer with the attendance of the contractor, various County
TOTAL AREA : 23.57 56.23
b.
9.
All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less
agencies, utility companies and VDOT prior to initiation of work.
PROPOSED ELECTRIC SERVICE
- P �
DISTURBED AREA: 0.52 ACC.. 0.58 AC. =TOTAL 1.1 AC.
�, o
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner.
V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for
EXISTING GAS LINE
CURRENT ZONING: M1
y
10.
All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated
any undetermined length of time. VDOT will also require 48 hours notice for any inspection.
CURRENT USE: WAREHOUSE/ MANUFACTURING
PROPOSED USE: WAREHOUSE/ MANUFACTURING
v+
w
on the plans and as required at the field inspection.
P q
V9. The contractor willl be responsible for maintaining adequate access to the project from the
PROPOSED GAS LINE
BUILDING HEIGHT: MAXIMUM ALLOWED 60' PROPOSED 37'
�
to
11.
All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall
adjacent public roadway through construction and maintenance of a construction entrance in
PROPERTY LINE
SIGNS: -NONE PROPOSED -FUTURE SIGNAGE TO CONFORM WITH
accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore,
STANDARDS OF FREDERICK COUNTY ZONING ORDINANCE
be minimum 6" diameter and conform to VDOT standard SB-1.
access to other properties affected by this project shall be maintained through construction. The
FLAW LINE
SECTION 165-30.
12.
Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than
Developer shall have, within the limits of the project, an employee certified by the Department of
FENCELINE
# # # #
OUTDOOR LIGHTING: NONE PROPOSED -ANY FUTURE OUTDOOR LIGHTING TO BE
one litter receptacle shall be provided at the construction site.
Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation
control devices and measures for installation and deficiencies immediately
-0-
SHIELDED TO PREVENT ILLUMINATION OF ADJACENT
proper after each rainfall,
EXISTING POWER POLE
PROPERTIES.
13.
The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to
dust, to take
at lest daily during prolonged rainfall, and weekly when no rainfall event occurs.
b
DUMPSTER: (EXISTING) NONE PROPOSED
entering public streets, and it is the contractors responsibility to clean streets, allay and
V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and
EXISTING TELEPHONE POLE
BUILDING SETBACKS: FRONT: .75'
whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free
at the end of construction.
EXISTING WATERLINE W/ TEE
w T
SIDE: .25'
condition at all times.
REAR: 0' R/R RIGHT OF WAY
14.
g. y company P / y
Notification shall be even to the appropriate utilit com an prior to construction of water and/or sanitary
V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum
PROPOSED WATERLINE W/ TEE
w ' T,
F.A.R. CALCULATIONS
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cutEXISTING
i d adwa to be installed under r possible,
when dp, roadway drainage v 36" coer an, facilities.
EXISTING BUILDING= 408,655.5 S.F.
sheets, and connections to existinglines.
V12. Any unusual subsurface conditions encountered during the course of construction shall be
FIRE HYDRANT
PROPOSED ADDITION_ 17 590.0 S.F.
E-1
IM
15.
All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current
immediate) brought to the attention of the engineer and VDOT. Work shall cease in that vicinity
y g g Y
until an adequate design can be determined by the engineer and approved by VDOT.
EXISTING WATER VALVE
TOTAL= 426,245.5 S.F.
O
LU
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority.
TOTAL LOT AREA= 1,026,709.2 S.F.
,4
V13. All fill borrow material be inspected by VDOT
PROPOSED WATER METER
(D
16.
The location of existingutilities shown in these plans are taken from existing records. It shall be the
P g
areas, and undercut areas shall and approved a
,�1,026,709.20
+� �
426, 245.5 / = 0.42 (F. A. R. )
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed
representative prior to placement and fill. Where CBR testing is required, a VDOT representativeZ
EXISTING REDUCER
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing
shall be psamples When soil sam resent to insure the sample obtained is representative of the location. p
to laboratories for testing, the be identified labeled
PROPOSED REDUCER
W
LANDSCAPING CALCULATIONS
x
E-+
are submitted private samples shall clearly and
utility verification and the proposed construction.
as belonging to a project which will be accepted by VDOT and that testing shall be conducted
STOP SIGN
v
REQUIRED= 25% = 256,677 S.F. �5.89A.fl
U'-,
�
L)
17.
The developer will be responsible for any damage to the existing streets and utilities which occurs as a
according to all applicable VDOT standards.
HANDICAP RAMP (CG-12)
PROPOSED= 27% = 278,784 S.F. 6.4 A.
PARKING CALCULATIONSZ
114
04
result of his construction project within or contiguous to the existing right-of-way.
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be
DENOTES LOCATION OF STD VDOT
CG-12 AND OR JURISDICTIONAL
OFFICE = 1 SPACE PER 250 S.F.
Q
E.-4
0., U]
18.
When grading is proposed within easements of utilities, letters of permission from all involved companies
compacted in 6°' lifts to 95% of theoretical maximum density as determined b AASHTO T-99 Method
P y Y
A, within plus or minus 2% of optimum moisture for the full width of any dedicated street
STANDARD CONSTRUCTION
Q
REQUIRED: WAREHOUSE = 1 SPACE PER EMPLOYEE
Z
�--+ Z
°"'' >
a-1 (�
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site
PAMG INDICATOR
12
MANUFACTURING = 3 SPACES PER 4 EMPLOYEES
�
development permits.
right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified
independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A
INDICATES THE NUMBER OF TYPICAL PARKING
SPACES
O
�
�-, a �i
EXISTING OFFICE= 6,200 S.F. / 250 S.F. = 25 SPACES
U1
E 4
19.
The developer will be responsible for the relocation of an utilities which is required as a result of his
P P y q
copy of all tests shall be submitted to VDOT prior to final VDOT approval.
TEST PIT LOCATION
®
WAREHOUSE/MANUFACTURING = 98 EMPLOYEES = 98 SPACES
►`o
� Z
� � Z
project. The relocation should be done prior to construction.
V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and
TOTAL REQUIRED = 123 SPACES
O
�
� W 0
20.
These plans identify the location of all known ravesites. Gravesites shown on this plan will be protected
P y g P P
the
further where determined necessary by VDOT Inspector.
HANDICAP PARKING
EXISTING SPACES = 126
SPACES LOST TO BLDG. ADDITION = 24SPACES
Z E 4
~'
Q �'
Z
in accordance with state law. In the event gravesites are discovered during construction, owner and
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall
engineer must be notified immediately.
meet VDOT minimum design standards and is the responsibility of the developer.
VEHICLES PER DAY COUNT
100
LOST TO PROP TRAILER PARKING = 9
TOTAL = 33
Q-+ Q
�
�'-+ Qi U
Q;
21.
The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering
the approved
V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement
PROPOSED BUILDING ENTRANCE
EXISTING SPACES LEFT= 93
Q
W � P-4
0_"Q;
14
at (540) 662-4185 immediately of any discrepancies between actual field conditions and plan.
markings must be installed by the developer or at VDOT's discretion, by VDOT on an account
PROP. NEW SPACES= 34
W
Z
a a W
22.
•� "
Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard
receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The
bottom of the sign shell. be six (6) feet above the edge of pavement and the post shall be installed
TOTAL SPACES= 127
> Q
W
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered
a minimum of four (4) feet from the edge of Sign shall be of a type found on
EXISTING STM LIGHT
HANDICAP PARKING
LOADING SPACES
W ►-�
a
Q-+
professional engineer and results submitted to Frederick County prior to pavement construction. If a
pavement. posts
VDOT's approved list. A copy of this list may be obtained from the District Material Section.
101 - 150 = 5 REQUIRED SPACES
Ix `"
,
geotechnical report has been prepared, it should supersede the requirements in this note.
Contact the local VDOT ResidencyOffice with an questions regarding sin material and placement.
y q g g g
PROPOSED STREET NAME SIGN
+
PROPOSED SPACES = 6 2 VAN ACCESS. REQUIRED MANUFACTURING: 1 SPACE FOR EACH 40,000 S.F.
( )
X
ZO
23.
Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating
V18. The developer must to the local VDOT list to
PROPOSED SANITARY LATERAL CLEANOUT
TOTAL BLDG. AREA= 426,245.5
PARKING TREE CALCULATIONS
426,245.5 40,000
X
0
w E_
or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement
provide office a of all material sources prior
construction. Copies of all invoices for materials within an dedicated street right-of-way must be
P� Y g y
SANITARY MANHOLE IDENTIFIER
12
/ = 11 SPACES REQUIRED
REQUIRED PERIMETER= 1 TREE PER 40 L.F. EXISTING SPACES= 19 SPACES
A
co
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines
to the local VDOT Residency Office to acceptance of the work. Unit and total
provided prior prices
INTERIOR= 1 TREE PER 10 SPACES
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition.
may be obscured.
STORM DRAIN STRUCTURE IDENTIFIER
O6
PERIMETER= 490' / 40= 12.25 TREES
a
V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical
INTERIOR= 34 / 10 = 3.4 TREES
spreader. Density will be determined using the density in VDOT's Road
O
0
control strip as specified and
TOTAL TREES REQUIRED= 12.25+3.4=15.65
Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these
tests. A certified copy of the test results shall be to the Residency Office. In additions to
L48EMEN'1' LINE
TOTAL TREES PROVIDED= 16
a
provided
checking stone depths, a VDOT representative shall be notified and given the opportunity to be
CENTERLINE
NO ENVIROMENTAL FEATURES ON THIS PROJECT
UTILITY CONTA CTS
present during the construction and testing of the density control strip.
EXISTING SPOT ELEVATION
12.0
TRIP GENERATION DATA
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
+
715 3
CLASS
USE
TRIP RATE USE
VPD
Water/Sewer: Frederick County Sanitation Authority
specified in Section 315 and VTM-76. A bertified compaction technician shall perform these tests.
EXISTING , REE LINE
P.O. Box 1677
A certified copy of the test results shall be provided to the Residency Office. A VDOT representative
Winchester, VA. 22604
(540) 868-1061
shall be notified and given the opportunity to be present during the construction and testing of the
control strip.
EXISTING TREE15"
� �� � OAK 15" PINE
THIS
V1 I-��'
IONMULL
NOT
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
Power: Allegheny Power
P.O. Box 1458
V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector.
PROPOSED TREE
�..
����� 15° OAK 15° PINE
m D
p
Hagerstown, MD 21741 6p" '
FF-D
A,
T
1 GEIVERATION
1-800-654-3317'=
Phone: Bell -Atlantic
FCSA CONSTRUCTION NOTES
P.O. Box ��°is.o✓ #a, S.N. #��7_O/
1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES
Baltimore,, MD MD 21297
SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY.
DATE
REVISION
SEAL
CO VER SHEET
(301) 954-6282
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY.
Project Name:
Gas: Shenandoah Gas Co.
3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
8 27 01
PER FREDERICK COUNTY
PLANNING COMMENTS
P.O. Box 2400
INSPECTOR.
®•
SOUTHEASTERN CONTAINER
Winchester, VA 22604
4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF
OF
(540) 869-1111 MISS UTILITY 1-800-257-7777
WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
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
BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE
v 9
6231 LEESBURG PIKE
FORT COLLIER GROUP, L.L.C. FALLS CHURCH, VIRGINIA 22044
FIRE MARSHALS NOTE
BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN
MARK D. H
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX
ASSEMBLY INSTALLED CORRECTLY.
, d N0.022837
`�
(703) 237-2570
Fire lane markings and signage:
Developer: Address, Including Zip Code & Telephone No.
Any "No Parking" signs and yellow painted curb locations will be installed
5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES:
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
SI®�rAL
SAFE As ABOVE
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN.
SHEET
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. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS.
� GREENWAY ENGINEERING WINCHESTER, VA 22602
AVAILABLE FLOW = AVAILABLE FLOW =
.S.
COVER SHEET
(540) 662-4185
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE:
2 OVERALL PLAN
PROFESSIONAL SEAL & SIGNATURE
SOURCE: SOURCE:
A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP.
3 SITE PLAN
DATE:
1 /23/01
B. THE DEVELOPER/CONTRACTOR MUST: 1) APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE
APPROVAL
SCALE:
N/A
DATE: DATE:
WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS
4 DETAIL SHEET
THESE PLANS ARE IN CONFORMANCE WITH
COMPLETED.
COUNTY OF FREDERICK STANDARDS AND
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE.
ORDINANCES. ANY DEVIATION OR CHANGE
IN THESE PLANS SHALL BE APPROVED BY
DESIGNED BY:
HANDICAPPED PARKING NOTE
8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION
THE ZONING ADMINISTRATOR PRIOR TOPauAS/JAW
Gfl4�f D iJ�M
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A
CONSTRUCTION.
REMOTE READOUT IS REQUIRED.
FREDRICK COUNTY ZONING ADMISTRATOR DATE
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.
2080
no greater than 2% in all directions.
RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
A REMOTE READOUT IS REQUIRED.
SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL
SHEET
1
OF 4
m
a
e-1
CD
0
CU
Cu
m
1T
C
O
m
ar
3
Tc)
CURVE DATA
NUMBER
DELTA
RADIUS
ARC
TANGENT
CHORD
C1
03'00'33"
2,030.00'
106.62'
53.32'
S40'01'53"W 106.60'
C2
03'08'20"
5,707.65'
312.68'
156.38'
N40'31'26"E 312.65'
C3
05'16`48"
5,711.65'
526.34'
263.36'
N44'44'00"E 526.16'
I �' ,.x'
PIN 54A-1-ISG I
0, .. ` PIN 54A-1-1-7
i E . ,. SLAUGHTER PR S PHEN
PROPERTIES 1 A. SLAU HTER
-� ZONED: M-I I ET. AL.
` USE: INDUSTRIAL PIN 54A-I-I5D i ZONED: RP
SLAUGHTERPROPERTIESP
r , „
, N41°54'24"W ISLAUC71HTER IN 54A- - U E. VAGA
ZONED: m-I PROPERTIES
INDUSTRIAL
S .
E
USE: ES DE 54A-1-
_ f
' - -7 �. -'r' T . �"�`-.C--.. ,".. ....�...�,...==fir.-�. ___ - _ L
,� -. _ . _ 3, - I A ILLARD
4 ... ._
Y
� f r
PIN ✓'7
USE: RES I DENT D -82
I - ' _ :` rsR r __,_ M.-..___ ►!f f t _� IAL OROTH
TT
A
°} y '` ,r^Ff'P,�4,. \- t,M ,.gtrr (i ♦. �� �`a�. \ -`` Y _`. _, .`LE y ""w„,, •.. .�:a, w, ,,,,.:., - ^•.,, `".�...,. �` �'° -, /;r 1
``,., _„w,. \,. ,' _.__.l J ,1 1_. 7f�. �~ 1^_ __."'�^._ ,•ss�,...,,-.�' ...--J!,._._ 6y i ...d._..._._'. Cy _--- ,C7. _. __..__, y ._._i.... ce.. _ ` t �
- ..
ZONED:
-3
f:n'DE;1�rUSE: RETAIL SERV
ICEF,
,
1 �`., i 1 C' �w., "^y �... � S / w•, ���.*, 1. `�'�' I w`w` w' w„ _ ��`,`,,,,` �\ � t ^sF1J' /v -.'i ,� � � � *,,,-.M�b, .. ... ,� \ ~�` � a I....___.. _ - - �
f'tlti'--:,a f" � "•+a... � yt
,
-
_
y t _
.H
r _
.G ., 1♦ i* i .,•••'•'-'.,. ..,, � i -, �'`w. ,,,• .,.' .. '�., ```^ t '� r..�°'..- �J _ ._.�..� ---"�._��•. �..� 4'
-
f \jI 4,,: .am
1 , ? •,, \ } + `1 4 `♦. ! ".,.. i r .`C:.. A .r ... t_,,, .«-^E. y`'• , `_ ^=••__ M1 g5.. r.'7A7f`-..t,_^ _ .. _ __..-
,
I ' q +l `'�e -. ice; ,,, -,. � .•• .: ,, x �'t r � ..... ^.-ri.x.-.._ ..,.,,,, -r..
, ; , _ "?�,_ �'< ',%' t _•_- ter?! si�_
�•` � , ., '�• ,,.. ,.+'" .'-. r' .. rj �t.• .sue '^---_----_.... != E _ +..v,,.,,_ ,
a� y B.M. NAIL IN!PP 'e`er �,•- �tj l - - _.1 - 1 - _. _.
.,`.� t J r rr t I r ,1"• '�" +ti..a . rrn i ' E �'•,'""• .`J}.
e, EL 70 7
•� r .mow.
+.5P0' 'M1"�L!y��7g. -4aEl'
r
e
, .'•xen ...,..
1*,
`n%.
1
8 ,t
J ! I
i J'., ! lY;t k v: d R �4 J i _' I } TRASH
J > �w _, �I W" son wm � j i
L._f T L._ r' Es,_ `-� ¢ 'i t'"•-, �G
(� i i 1 t J �' ..- �---•ca�..,.,� t t ,.� ,mot
i �\ \` ♦ \ "L_ \ `t:"a N
t f J } r )J�.,� ,$ r v, _i'f LOT 42
p 5
Y PA ES
•- y`,•. e, a f'R,QP /Ny... A7�;, �- \ FOR7
�\. .xY SN-l17AJYY ♦• �r ` 1 lh { ( -....y - y`� } I� GOLL I
5R GR I °
.f 1 £�3�{SiPfrbU1..__.-,% `1 1 ' ( L-- .y.••"1' r FE t D OUP, L.C.
,� .... .._ F �,. 1 - I 5EE Dg o 896 p6 l v . 1 t DF5.d F+b Ck7? t `\ `\ + �' ,,:,K r ry try: �4,W _t ' � 8p PG 57 6
f ` u 1 `' 7, D8 76 7
IjU ' -` t� Ate i0• �G i I - =r dd ONE s TOR)' DB 766 p6 pG 3f35
_� t bxrl, 1 '' i # Y GOMG,� 73
r FACTOR),
d
( ,� I a i7 \ � 2 $SSTB ORO
B j I G x
4♦i �__ his. C-7 fVri4S_` ,O �F "CIF' 1 i ! w:: fr � �r 1 , Y
1
s A
Q
(Y)
wyz°♦ 1 1 j! It �' i men
U
w Q Q `ti!tE�d �� _� SEE PARKING 1 i X`�fA_?,'°,^� f i' u) U Q
�-�O} �' i, i m r' PLAN N0. 2 1 L„� ` 700� fie_—E�__.�,�E��.�E___—__�O_ -AU)
N w t T } ,L SHEET 3 I It t:` ,
v I i`t
o
1 1 �� a t?i f 1 1�k� ri 1 I r+ t.r �I1 j) Q
f i Fa+4'`; i' ! f 1 1 J 11J Z z 0'
LL �, t 14 s; j, 1 i! 1 ij }..,y
L ' i :: T iw _J� — — _ — — — _ — Bert E' EX TRA5H COWACTOR =� _ r I J :.' + Z � N r
j( TO 13E RELOCATED I♦ f L
�ae l l 1 `M} V
� t r!
I i o j i 1 SEE BLDG.�'
U-
r ,l
yy j i
! �
Ilk
ADDITION PLAN NO. 2.....
J y
Io.__ .�...�.a......__:1 SHEET 3
4 PROP t f t
I � 1 I I'L41 ^�� � r =� f
} r SEE BLDG. 1 �._. , -r�'E J fl a� �E EX. 1
,�r ' ADDITION PLAN NO. 1 1 ' 74''�° J
r„' " f(f SHEET 3 1 1 i 1.
1 .� .eY?' G� r ! a 1 �, •,,,, t � I 1 1 1 A
�'�,�.•W.2'RS*;'& EXr' + ( ; tii it F LUO HOLE / j !1 u;1111
1 Lei 4x t I 'tip
� +�
PROP. 4-
tiESi RELOCATE EX
0 X —� 1 '1'._ _.�,._ _-l.ti,.�.,1.. p un Adlir 1s D PIJOP � t EXTE�1'D i1H Tom .^ .._ �_ _y t; FIRE HrDRAHr It 1
^,1 AGTURIPI6 -� ,•w,i l5 Gi FF. ELF/. _ -� F i ft
�+ -70 l01 ' i 1 , ,, \_. S , B• 9 p�'FT Sri. FT• 1
.� .OI 1 '
H� `:.�`r. x, '`•dd ��---'.. ,e •`�tq. L -�. f, d PROP. 4. 5AK LATERAL Wf ',
SEE PARKING rn. ' i i �/ �J ti Pry ems,
PLAN NO. 1 x - °'tit 0 8 ,t� - _ _ r ° 'x'> 1 1 ' aS
1 1 ? t r 1 ff
i _
SHEET 3�# vy .� �_,
I%;f PA1NT
, ,, u � \ � � � q r T�'�� FA -' `J I''}[�,- f' � C�.e�. '•k:-:T:.ti, sr ___ VV i,• - r jJ %
x r 't _. ,, t i '! \.w+`.. �. 1 r,"''!'9:� F'G I B` 5' r.....i f PROP. 06 -&R I ! Af.�j
CAMCAM
�'•;,^'j,,
q• k°h. PROP. DOCK DOOR ;•(�i'r i�-• j r j ,¢;•-.'`}`• 1 Lf`ii 1
.,
+ 1 t 1 1 1
u.Mr.r;'i'
r-
1 I Ay' 21-8
1 _ ty_ �: �• 5zA s r
wi t 96N 1
.,
E r PROP.
NOTES: ;� ..' `.tea'
— ;- "" ... 1 ..- ' , ��'• .. i :-7iYa.Fr '""'_`..7 limes J �+,,.w . � I � `� 1
I. DRAT NA6E FROM THIS SITE TO BE HANDLED BY FORT i a' w " ` Jy ' - �`�• ' `'` `\ RELOCATED I f
COLLIER REGIONAL STORMAATER MANAGEMENT FACILITY ] - {:`-" z $ ,=- -___ _ i - Tj a " -. .„ • . _ • ' , s 7 i TAP BY FOSS
efy-- _ _ _ _ _ __ _ 1� e _-. _.
E
.:' J-_... ,.-. �
2. FIRE LANES, SIGNAGE, AND YELLOW CURB TO BE INSTALLED _- �.
AT THE DIRECTION OF THE FIRE MARSHALL'5 OFFICE. 1 /� ,ob d`1�,- ;�; ti 1 t �, 4, ; s ----- �__._.. _ - ti r ,,,�,' /.
_ '`
_.,__..y=�,.. 1 F' _ I 'a,, } • r r "-,.., .�� ,....»..w$(n TAP BYPL y l
ww
pp
f
/ray p.....,. ■ ' __-__•__._ _"—_ - ..'_.a.....�.._..._.,___,... """"" .
} ■ y � 'r
i �ye�e_91!-.,5y�_ —
ra.,,,-:' I Yii!"F /1[.}- G PP I l L11
'
F1J"U
1 C182.84'
TREE L EOEND
SYMBOL
OUANTI TY
NAME
HEIGHT AT TIMEREMARKS
OF SLANTING
2" GAL AT
X11
6PIN
OAK
TIME OF
B-fB
'/
PLANTING
2" GAL AT
a
10
RED MAPLE
TIME OF
B-fB
PLANTING
3' HIGH AT
67' ® 3' O.G.
JAPANE5E YEW
TIME OF
CONTAINER
PLANTI NO
BACK OF G1RB
r".C'llTh,?TYt.:>F2,4!� _ ewe ew. .� �. _ . _ �.. _ m Fc- � - -
,j b-- VA. ROUTE 1520 VEST BROOKE ROAD („
2�' r 60' RM - DB -768 P6 1445 00*,%W ""`
P05TED SPEED LIMIT 35 M.P.H..
PIN 54-((I))-G
�
PIN 54-((A))-36P �/ - - -
SHOGKEY REALTY GO. rf
FORT COLLIER GROUP, L.G.
ZONED: M-I �� r ZONED: M-I
USE: VACANT \ 1' rf USE: INDUSTRIAL
(WORLDWIDE AUTOMOTIVE)
Z
rc
W
W
Z
-
Z
W
O
m
C\2
LO
It
e-,
c♦1
It
a�
� CO
ca in
rn
Z
x
LOcQ
W
0
W
a�
U
Lo
w
Nw
Q)
En W
1.4 1.4
N O
O
W U)
Cz
z w
L ry z r�r
L
z � 0
Zi +tt z O I O Q Q (3Z
z
W
q ' v z <
w Q D 11
a W �o Q
tL 00 z C
Qclx<w
� v
W 0 i W
Q 0 LLI
rY a IL
O O O O O
Q O d Q� f
L) MARK Di SMITH
No022837
ke
i kCS~ �
E-+ CC
0 Lu
� Z
� � U
W
QE1 ^ >
i) Z
O Z � W
O
�H coU
a� W w ��
,.4 W
Cn O
Om p
EO
V 1
O
a
Op
cj)
DATE: 1 /23/01 1
SCALE: 1" = 60'
DESIGNED BY: AS
JOB NO. 2080
SHEET 02 OF 04
m
a
0
0
m
CV
CU
Q,
Q
m
Is
3
CU
0
a
cn
I
0
w
CU
N
cn
I
Q,
L
CD
C
rn
w
i
L
a.�
c
ro
1=
0
U
I
c
L
cu
co
ro
w
I
L
0
cn
1
0
co
0
O
1,
PIV
pv"rR�,Sf1� roRs
_DIP - )MLATION t•Ir5
PP ) � fY� .m..:: r: , • • :. . ,r.o N � lNV 699 q/N L/k,
V r
--�
IFwZ DP�L110"PVG1w N� 00 H. 40
moo.. ��
ROP
W>
ex CONCRFR��
ILI6'40F
INV. = 7,92 42 LINE
U 701. P
EX. 6HT POL� ARK GON
IJII 611 NG AG• TRAILER
PR Gp 1,' BASF SIB A
\ 9,LL41 w OP I Nv=6q6 6 ONGRETE
EX L)l 7-0P
BENCH �� L 6%2l
' I vwj I EX Z o
INV OU.ri6g696.57
Pr
QyU 1�4�
t-'4�'
CN
w -
� I
MH13
r
PARKING PLAN NO. 2
PROP. G6-6R
CURB
I�
/ O
102
Vr—
o
,Ny` o
�'- 7
r0 y
I �
O
_25' PARKING TRIGTI I
O
-
f ! I ql' To BROOKE ROAD '--PROP. _1�_H 16H
ti
i EVERGREEN` IED6€
c.A.G
BACK OF CURB
PARKING PLAN NO. 1
MH
702.1
n
5N
702.-1
ly
K
A5PHAL T
ENTRANCE
E -1
5" CONCRETE 30001051 W1 MESH
4" 21- B BASE STONE
r
6 21-5 BASE STONE
FAVEI ENT DETAIL
MOT TO SCALE)
4 REINFORCED CONCRETE
3000 PSI
4" SUBBASE (21-A STONE)
WIDTH VARIES
SEE SITE PLAN
11411 = 1'
.-.
V.
'
0
4" Aba
-�—�—� ��1-1 I I —III —III —I
COMPACTED SUBGRADE
(95% DENSITY)
CONCfRETE 51DEWy4Lf< DETY4IL
(NOT TO SCALE)
0 �
EX. TRASH COMPACTOR Q J
TO BE RELOCATED
O LL m I
0 10
W ur AMP Q 1�EMOVE EX.
o
4" RGP
20' WATERLfN
EA5EMENT
REMOVE EX. GMP DB 76e PG &28
4 PLUG HOLE % o
RIM= 6ci7.34- � 1
INV.= 613.
RELOCATE EX.
REMOVE EX. DI TOP FIRE HYDRANT
4 EXTEND MH TO
F.F. ELEV.
70'
W 1 PROP. 4" SAN. LATERAL
ae �> r'00q
EX,. METAL 5rOOP
4 STEPS
MH
PROP. DOCK DOOR , �j'...'� r -. :.. 4 -^ LP
ROOF i
DRAIN — • ' ' '
OUTLET ;
SIGN
1 PROP.
I440Z >3 BOLLARDS
0
RELOCATED
FIRE HYDRANT
TAP BY F.G.5.A
5N
TAP BY F.G.5.A.RT
~ GW
_ 5N
A5PI-)AL T
w ENTRANCE
PP PP
GUARDRAIL
GI
ART
BLDG. ADDITION PLAN NO. 2
IPROP. ANNUAL _
(MAINTENANCE
,AGGE55 DOOR
GONG. RAMP
15\
LANDSCAPED C_.
EX. PARKING
LINES TO BE
n REMOVED
,EX. BUILDING
F.F. = 702.02
GRAVEL
24q.2' AREA
i
SDMH
O PROP. MANUFAGTURIN6 AD"
7,0010 50. FT.
F.F.= 702.02
6' 5TEP5 H=35' EX. FH
i i i j i r---U8.5'r
�� i-AI1illlr
V&
RELOCATED
CONCRETE ♦ ♦ ♦
i
m
RA15E EX. MH TOP
TO F.F. GRADE
wv
�Q
WOOD FENCE
,EX. DUMP5TER
(TO BE REMOVED)
WALK
PAINT STRIPED
COVERED 5HEL TER
BLDG. ADDITION PLAN NO. 1
CONCRETE
51DEWALK
Z
W
W
Z
Z
W
cv
O
co
to
cocq
co
co
cwo
I co
Zx
CQ
tocv
U J
a tLo
o�
w
/ir .5 4) >..
V
tic
w0
Imo-
z0
z
z
s
o�
Cs
z
z
O
� L
0
_j
z
w
_1Q
z
WQ
v
Q
i
p
p��
a
w
o
o
Q
O
Q
w
Q
W
W
SD
y
0
q)
>
rL
o
5:
.J1Sc �F r,
MARK D. SM TI H 9
No.022837
'o
SIGNAL �
E4
JX
o
W
zZ
r�Q
�
Q
z0
Z
a
Q>
Z
O
Z
v1
p-+'
�
O�
U)
q
Z
O
Q
Z�
W
10
~
W
�U
�
Zcl)
a�
O
W
Q
Q
Q�
!'a�
W
w
Z
QQ
O
�.,
O
W
�
�
O
Op
0.4
cf)
DATE: 1 /23/01
SCALE: 1" = 30'
DESIGNED BY: AS/JAW
JOB NO. 2080
SHEET 03 OF 04
x
m
a
CD
co
cal
ry
(36
RJ
m
0
rn
0
oa
a
c
0
cn
3
TD
0
w
0
0
00
0
ry
i
cn
i
m
i
L
a�
03
a,
C
w
i
L
aJ
41
0
U
C
L
W
cn
w
0
0
m
0
CU
cn
U_
D
O
i
DETAIL 1
Fabric
SECTION A -A
SECTION B-B
Geotextile
Fabric
Fabric
" Use Typical Section shown on plans or normal side slope, bottom width, and depth
of channel, ditch or natural ground.
DETAIL 2
311
EC-1
Min.
3D
Depth
9" Geotextile
Fabric SECTION A —A 9" DEPTH
SECTION A —A *D represents span for for box culvert installations.
H=Diameter for round pipe, rise for pipe arch and box height.
NOTES
For multiple line installations Dimension D is to govern the protection outside the channel
width(W).
On any Secondary Roads installation requiring erosion control stone where no
endwall or endsection is specified on plans, construction is to be in accordance with
Detail 2 shown above.
Geotextile Fabric to be installed under aN erosion control stone in accordance
with the specifications.
MIN. DEPTH
Dry Rip Rap
RIP RAP
Class 1
2'
Class II
3'
SPECIFICATION STONE FOR EROSION CONTROL
REFERENCE VIRGINIA DEPARTMENT
204, 303 of
4 41TRANSPORTATION 1 44.01
41
MH-1
Note: See St'd.SL-1 for applicability of safety slabs.
Note: The top of masonry is to be left
sufficiently low to permit proper adjust—
ment of cover and frame to grade by B
the use of mortar or brick as directed
by the Engineer.
00 0
0
_T
4
2 -0 = -�
All concrete to be class A3
c'
e
- a
0 0
I c
I Flat slab top as detailed on St'(
I
MH-2 may be substituted for tc
o E
section when approved by the e
U
o
St'd. St-1
When specified on pions the inv,
be shaped in accordance with S
A
A Plan IS-1.
Sheet 1 of 5
HALE PLAN VIEW
4' ° HALF SECTION A —A
o (WITH FRAME AND COVER REMOVED)
a�
m S
� BRICK CONCRETE
to
0 0
o -0 00
-°
A
u) -
N
o a
Concrete
Footing
O d • dam.
Diameter = 4'-8"+( x Woll Thickness)
1I
SECTION B—B
BRICK CONCRETE
OR
CONCRETE BLOCK
TABLE OF QUANTITIES *
DEPTHMANHOLE
BRICK MANHOLE
CONCRETE
BRICK
CONCRETE
CONCRETE
FEET
THOUSANDS
cu. YDS.
CU. YDS.
4
0.5
0,785
1.437
5
0.7
0,785
1,699
6
0.9
0,785
1,961
7
1.0
0, 785
.23
8
1.2
0,785
2.485
9
1.4
0,785
2.747
10
1 1.6
0,785
3.009
1.9
0.970
3.455
12
2.2
0.970
3.817
13
2.5
0.970
4.179
14
2.8
0.970
4.541
15
3.1
0.970
4.903
16
3.4
0.970
5.265
17
6.032
INCREMENTS
0.45
—
0.582
' Quantities shown are for manhole
without pipes. The amount displaced
by pipes must be deducted to ob—
tain true quantities.
A base thickness of 9" was used
in computing concrete quantities.
$Increments to be added for
each additional foot of depth.
Materials may be brick, concrete
or approved concrete manhole block.
If blocks are used the minimum
thickness of some is to be 5". Other
thicknesses are to conform to wall
thickness shown for concrete.
MANHOLE FOR 12"-48"PIPE CULVERTS SPECIFICATION
REFERENCE
VIRGINIA DEPARTMENT
of 302
106.01 TRANSPORTATION
This area may t _ _
at the option of the contractor
This curb may be used when
design speed is 40 MPH or less
on Rural highways and 45 MPH or
less in developed urban & suburban
areas. If these design speeds are
exceeded Standard CG-7 is required.
The bottom of the curb and
gutter may be constructed
parallel to the slope of
subbase courses provided a
minimum depth of 7" is
maintained.
For use with stabilized upon —graded
drainage layer, the bottom of the curb
and gutter 2bgll be constructed parallel
to the slope of subbase courses
and to the depth of the pavement.
Note:
Combination curb & gutter having a radius
of 300' or less (along face of curb) shall be
paid for as radial combination curb & gutter.
This item may be precast or cast in place.
Concrete to be Class A3 if cost in place,
4000PSI if precast.
SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER REVERSED
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
CONSTRUCTION OF A SILT FFNCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
III►
FLOW
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
FLOW
4"
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,VA. DSWC
and Ifyant
PIATE. 3.05-2
700
6q5 t
Q
W
thrust block I
6" dia. schedule 40
steel pipe filled with -
concrete and painted
yellow
18 dia.
concrete •.::; ::;
encasement
3'
7'
BOLLARD DETAIL
direction of setting to be approved prior to installation
as required ,I Fconcrete pad l'-6" sq. x 6" deep
2" min. - 6" max.
stone to be minimum screw type
of 6" above top of base adjustable
valve box
locator peg
700 700
i
L 6q5 6q5
FIRE HYDRANT ASSEMBLY
Figure 9
FP,0P. BUILDING
FF=702.02
EX C5,RADE
Z
W
W
Z
Z
W02
o
c\
Lo
00
Q
cc
Zx
LoC\2
UJ
0)W
W
� �
�
a�
u7
0�
w
rn
l-4
W
•5
C)
Q)
O
>'
q-00/W
•—
Ul
cL
7
0
H
i
H
Q
700
V�Vw'
MARK D. SMITH
No.022837
LS'ONAL
a: W
6q5 Z
O
E
6q0 6q0
O
Q
t�' '
P
E-.
o
Ll
685
�a
__
_J
Lu
685
W
W
Z
llXj
45o
BEND
Q
7
Q
Pq
E-I O
LL1 Q
Z
�.0
(3
!n
Z
�
O>
O
Z
m
>
Z
NW
W
Q
<
`"
o
W
�U
680
w
v
't
680
E-
0+00
1 +00
2+00
N
>S
o
J
(L
\Z11
CL PROS LE STM.
SEN
w
�
Z
co
SAGLE: I"=50' HORIZ.
C)
+
Il
Z
B-
�
<
r
a�
W
I"=5' VERT. _
0+00
1+00
2+00
Z
O
C.L PROFILE
SAN.
SEN LATERAL
I-
�
D
SAGLE: I"=50' HORIZ.
I "=5' VERT.
O
DATE: 2/21/01
SCALE: NA
DESIGNED BY: AS/JAW
FILE NO. 2080
SHEET 04 OF 04
_4
GENERAL NOTES VDOT GENERAL NOTES LECEND VICINITY MAP C'3
V1. All work on this project shall conform to the latest editions of the Virginia Department o4 dr
-
1. Methods and materials used in the construction of the improvements herein shall conform to the current Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXLS" G INTERMEDIATE CONTOUR 33 SCALE 1 "= 2000' �
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 GAINESBORO DIST.
event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR 330 STONEWALL ) ,p w
2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, A 6�,
must be provided prior to issuance of the site development permit. The approval of these plans in no way govern. PROPOSED CONTOUR 40 Rt S S (TE �'Q�fr c RUN 0,q0 UJ
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 EX E/P22 C Fti g� Z
Control Handbook. Health Administration and VOSH Rules and Regulations. PROP E/P �p
o �
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 PROPOSED EDGE OF PAVEMENTEX G46 SOP
(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 EXLSTING CURB AND GUTTER £ o°�
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 PROP C&G / W
Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER
required under State law. G6$ ® GC-6R ` � '��_ } � r'1�>, 0�0 O � � �
5. The exact location of all guard rails will be determined b VDOT personnel. "A joint inspection will be held V4. The developer shall be responsible for relocating, at his expense, an and all utilities, including TRANSITION FROM CG-6 TO CG-6R �1dNC fS� `-' P o0
g y P ] P P P g. P p g �5 Y{ H R Qo `°
traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is sR k xnh9 0 K N
with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation the sole responsibility of the developer to locate and identifyutilityfacilities or items, which may EXISTING TELEPHONE LINE T
(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 p T T r '+� 4w c •v
responsible for providing guardrail and paved ditches as determined by this joint inspection. Refer to relieve the developer of this responsibility.
PROPOSED TELEPHONE LINE = z v .S
P P J • ° ,v �i ,,3s� a'�rt`� d � �,ti �ti Try 4�' ,�1r� tY`ti1»r� z 7 �f' QI
Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EX. 15 RGPk
KUSTING STORM SEWER �' Z o c�
V5. Design features relating to field construction, regulations, and control or safety of traffic may ° ,", ,; ,<�,��,}r������ti, �;,;, r a< � � ra,r; � �,� +�,. �,,�, _ � N
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 b VDOT. An additional expense incurred as a result of PROP. 15 RGP K�a,f�� . r kr t W n
7 g y p Y xP -�• �, 2 w, 5} � t E�' ? � � � � , ��z <� k � O >, a� a�
representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEWER y
}P a$ 3 1 S t s +' C O
a ' Lrii' ,...,'1J, .,
011-
7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EX[S'TING SANITARY SEWER �s v _ x
Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. c
PROPOSED SANITARY SEWER OJECT ATION Ln .S Z <
LZ
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
PARCEL IDENTIFICATION N0. 54-((A))-361 54-((A))-36A
agenciesutility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE P P TOTAL AREA 23.57 AC. 56.23 AC. U) w
9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR , values less DISTURBED AREA: 0.52 AC. 0.58 AC. =TOTAL 1.1 AC.
a) L.
than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V8. The contractor shall notifythe local VDOT Residency Office when work is to begin or cease for CURRENT ZONING: M1
y g EXISTING GAS LINE CURRENT USE: WAREHOUSE/ MANUFACTURING le S ID
>
10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated any undetermined length of time. VDOT will also require 48 hours notice for any inspection. w
PROPOSED GAS LINE PROPOSED USE: WAREHOUSE/ MANUFACTURING
on the plans and as required at the field inspection. V9. The contractor will be responsible for maintaining adequate access to the project from the BUILDING HEIGHT: MAXIMUM ALLOWED 60' PROPOSED 37'
adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE SIGNS: NONE PROPOSED -FUTURE SIGNAGE TO CONFORM WITH
d
11. All springs shall capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, STANDARDS OF FREDERICK COUNTY ZONING ORDINANCE
be minimum 6" diameter and conform to VDOT standard SB-1. access to other properties affected by this project shall be maintained through construction. The FLOW LINE SECTION 165-30.
12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than Developer shall have, within the limits of the project, an employee certified by the Department of FENCELINE # # # * # # OUTDOOR LIGHTING: NONE PROPOSED -ANY FUTURE OUTDOOR LIGHTING TO BE
Conservation and Recreation in Erosion and Sediment Control who shall 'inspect erosion and siltation
one litter receptacle shall be provided at the construction site. SHIELDED TO PREVENT ILLUMINATION OF ADJACENT
control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE �-
13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. PROPERTIES.
entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING TELEPHONE POLE � DUMPSTER: .(EXISTING) NONE PROPOSED
whatever measures are necessaryto insure that the streets are maintained in a clean, mud and dust free V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and BUILDING SETBACKS: FRONT: �75'
condition at all times. at the end of construction. EXISTING WATERLINE W/ TEE w � T � SIDE: �25'
REAR: �0' R/R RIGHT OF WAY
V11. All water and sewer lines within existingor proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W TEE ' T"
14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary P P g y w w 36 cover andwhenossible
F.A.R. CALCULATIONS
sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut , p, to be installed under roadway drainage facilities. EXMING FIRE HYDRANT EXISTING BUILDING= 408,655.5 S.F.
sheets, and connections to existing lines. V12. Any unusual subsurface conditions encountered during the course of construction shall be PROPOSED ADDITION= 17,590.0 S.F.
immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXISTING HATER VALVE TOTAL= 426,245.5 S.F. 0
15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current y g g p
standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. until an adequate design can be determined by the engineer and approved by VDOT. ,�
PROPOSED WATER METER m TOTAL LOT AREA= 1,026,709.2 S.F.
16. The location of existingutilities shown in these plans are taken from existing records. It shall be the V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT ,�
P g EXISTING REDUCER w w 426,245.5 / 1,026,709.2 = 0.42 (F.A.R.)
contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed representative prior to placement and fill. Where CBR testing is required, a VDOT representative
shall be present to insure the sample obtained is representative of the locationWhen soil samples Z
. s
prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing PROPOSED REDUCER LANDSCAPING CALCULATIONS E�
are submitted to private laboratories for testing, the samples shall be clearly identified and labeled �;
utility verification and the proposed construction. as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN -� REQUIRED= 25% = 256677 S.F. (1; u
17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a according to all applicable VDOT standards. HANDICAP RAMP (CG-12) PROPOSED= 27% = 278:784 S.F. �5.89A.fl
6.4 A.� 0"4
result of his construction project within or contiguous to the existing right-of-way. DENOTES LOCATION OF STD VDOT PARKING CALCULATIONS Q'Z E4
V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be CG-12 AND OR JURISDICTIONAL O
18. When grading is proposed within easements of utilities, letters of permission from all involved companies compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method STANDARD CONSTRUCTION OFFICE = 1 SPACE PER 250 S.F. Q ,..
g g P P P P REQUIRED: � ® �'
must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site A, within plus or minus 2% of optimum moisture for the full width of any dedicated street Al2 WAREHOUSE = 1 SPACE PER EMPLOYEE ►-4 Z a (Q
right-of-way. At the direction of VDOT Inspector, PARKING INDICATOR
g y. p density tests performed by a qualified MANUFACTURING = 3 SPACES PER 4 EMPLOYEES
INDICATES THE NUMBER OF TYPICAL PARKING SPACES r � �
development permits. independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A O >-4
co of all tests shall be submitted to VDOT prior to final VDOT approval. EXISTING OFFICE= 6,200 S.F. / 250 S.F. = 25 SPACES Q' E-i
19. The developer will be responsible for the relocation of any utilities which is required as a result of his copy P PP TEST PIT LOCATION ® WAREHOUSE/MANUFACTURING = 98 EMPLOYEES = 98 SPACES Z E- Z
project. The relocation should be done prior to construction. V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and TOTAL REQUIRED = 12.3 SPACES Q Z W C)
further where determined necessary by VDOT Inspector. C)20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected EXISTING SPACES = 126 E-1 al �
in accordance with state law. In the event gravesites are discovered during construction, the o--ner and HANDICAP PARKING SPACES LOST TO BLDG. ADDITION = 21 U
V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall ,..� Q �
engineer must be notified immediately. meet VDOT minimum design standards and is the responsibility of the developer. SPACES LOST TO PROP TRAILER PARKING = 9 a (2)VEHICLES PER DAY COUNT 100 TOTAL = 30
21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering V17. Prior to acceptance b VDOT of an streets, an required street si na a and/or pavement PROPOSED BUILDING ENTRANCE EXISTING SPACES LEFT= 96
at (540) 662-4185 immediately of any discrepancies between actual field conditions and the appra ed plan. markings must be installed by the developer or at VDOT's discretion, by VDOT on an account ~
Q p
PROP. NEW SPACES= 34 Q
.o " receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The U) Z
22. Controlled fills shall be compacted to 95% of maximum density as determined by method A per standard
bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed TOTAL SPACES= 130 > ►) O �-1
proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered EXISTING STREET LIGHT HANDICAP PARKING W Q < U
professional engineer and results submitted to Frederick County prior to pavement construction. If a
a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on LOADING SPACES VDOT's approved list. A copy of this last may be obtained from the District Material Section. ��LL__ 101 - 150 = 5 REQUIRED SPACES Ri � � O Z L4
geotechnical report has been prepared, it should supersede the requirements in this note. Contact the local VDOT Residency Office with any questions regarding sign material and placement. PROPOSED STREET NAME SIGN T PROPOSED SPACES = 6 (2 VAN ACCESS.) REQUIRED MANUFACTURING: 1 SPACE FOR EACH 40,000 S.F.
23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating V18. The developer must provide to the local VDOT office a list of all material sources prior to PROPOSED SANITARY LATERAL CI.EANOUT PARKING TREE CALCULATIONS TOTAL BLDG. AREA426,245.5 / 40,000 = 11 SPACES REQUIRED E-+= 426 245.5 O
or blasting at least two (2) working daps, but not more than ten (10) working days, prior to commencement construction. Copies of all invoices for materials within an dedicated street right-of-way must be Q
of excavation or demolition. Names and telephone numbers of the and operators underground utility lines P y g y SANITARY MANHOLE IDENTIFIER 12
p P g Y provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices REQUIRED PERIMETER= 1 TREE PER 40 L.F. EXISTING SPACES= 19 SPACES
in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. may be obscured. INTERIOR= 1 TREE PER 10 SPACES
STORM DRAIN STRUCTURE IDENTIFIER 06 PERIMETER= 490' / 40= 12.25 TREES O
V19. Aggregate basesand sub -bases shall be placed on the sub -grade by means of a mechanical INTERIOR= 34 / 10 = 3.4 TREES O
-
spreader. Density will be determined using the density control strip as specified in VDOT's Road and TOTAL TREES REQUIRED= 12.25+3.4=15.65 0
Bridge Specifications Section 304 and VTM 10. A certified compaction technician shall perform these E�g� LINE TOTAL TREES PROVIDED= 16
tests. A certified copy of the test results shall be provided to the Residency Office. In additions to a
checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE NO ENVIROMENTAL FEATURES ON THIS PROJECT
UTILITY CONTACTS present during the construction and testing of the density control strip. 12
EXISTING SPOT ELEVATION TRIP GENERATION DATA
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 715 3 CLASS USE TRIP RATE USE VPD
Water/Sewer: Frederick County Sanitation Authority 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
P.O. Box 1877 shall be notified and given the opportunity to be present during the construction and testing of the
(540) 868r,1061 control strip. 22604 EXISTING TREE ��'�� ° �, „/
:,.
15 OAK 15 PINE THI)k��`_5 RE' VISUONWILL NO T
V21. Approval of these plans shall expire three (3) years from the date of the approval letter.
RE'4_=�% E I V E D
Power: Allegheny Power
P.O. Box 1458 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROPOSED TREE � � 15° OAK 15° PINE A T��'► T
/T►� IP
G MERA
TI
o AR 18 Z001
Hagerstown, MD 21741 /'�'1
1 \
1-800-654-3317 FC,SA CONSTRUCTION NOTES 'DEPT,OF NNING �1T.;
Phone: Bell -Atlantic
P.O. Box 17398 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES OVER D
Baltimore, MD 21297 SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. DATE REVISION SEAL C®Y ESl.lU
EET
(301) 954-6282
2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. Project Name:
Gas: Shenandoah Gas Co. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S
P.O. Box 2400 INSPECTOR. �• - SOUTHEASTERN CONTAINER
Winchester, VA 22604 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF i
(540) 869-1111 MISS UTILITY 1-800-257-7777 WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME
AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO Owner: Address, Including Zip Code &Telephone No.
BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE 6231 LEESBURG PIKE
FIRE MARSHALS NOTE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN M RK D. SMITH 9 FORT COLLIER GROUP, L.L.C. FALLS CHURCH, VIRGINIA 22044
PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX b (703) 237-2570
ASSEMBLY INSTALLED CORRECTLY. No.022837
Fire lane markings and signage: `A Developer: Address, Including Zip Code & Telephone No.
Any "No Parking" signs and yellow painted curb locations will be installed 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: 0 04,10-01 g P P
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 ONAL � SAME AS ABOVE
ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. SHEET 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.
STATIC PRESSURE = STATIC PRESSURE = C. FOR All 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE Engineer Certifying Plan: Address, Including Zip Code & Telephone No.
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. WINCHESTER, VA 22602
D. THE AUTHORITY' WILL INSTALL ALL SEWER LATERALS. 1 COVER SHEET GREENWAY ENGINEERING
AVAILABLE FLOW = AVAILABLE FLOW = (540) 662-4185
6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: 2 OVERALL PLAN PROFESSIONAL SEAL &SIGNATURE
A. THE AUTHORITY' SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. DATE: 1 /23/01
SOURCE: SOURCE: B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE 3 SITE PLAN APPROVAL
DATE: DATE: WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS 4 DETAIL SHEET THESE PLANS ARE IN CONFORMANCE WITH
COMPLETED. COUNTY OF FREDERICK STANDARDS AND SCALE: N/A
ORDINANCES. ANY DEVIATION OR CHANGE
7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE..,.., ,r , IN THESE PLANS SHALL BE APPROVED BY DESIGNED BY:
HANDICAPPED PARKING NOTE 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION THE 1 °L°'''
4 �,._ 7" -_� THE ZONING ADMINISTRATOR PRIOR TOE�&
ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A a1`r °' ' J CONSTRUCTION. AS/JAW
REMOTE READOUT IS REQUIRED. �' FREDRICK COUNTY ZONING ADMISTRATOR DATE
a > .ICE , ,dl�yS.2�q/ JOB NO, 2080
Handicapped parking spaces and aisles shall slope 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A
no greater than 2% in all directions. RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047.
A REMOTE READOUT IS REQUIRED. SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL SHEET 1 OF 4
m
a
.-r
O
O
cv
r-
CU
C
CV
(56
CD
CT)
O c-
n
a
0
rn
3
T7
O
a
cn
0
co
O
CU
cu
M
a
CT,
r.,
cu
CTI
W
L
Q7
C
ro
C
O
U
r
c
c_
CD
cn
co
0
cn
r
0
m
O
ry
LL
O
D
CURVE DATA
NUMBER
DELTA
RADIUS
ARC
TANGENT
CHORD
C1
03'00'33"
2,030.00'
106.62'
53.32'
S40.01'53"W 106.60'
C2
03'08'20"
5,707.65'
312.68'
156.38'
N40'31'26"E 312.65'
C3
05'16'48"
5,711.65'
526.34'
263.36'
1 N44'44'00"E 526.16'
` y ;tit\
PIN 54A-I-IS6
SLA4)6HTER PROPERTIES PIN 54A_I-17
ZONED: M-1 5 PAN A. SL
f r ET. TER
f ....._ _...... USE: INDUSTRIAL SL PIN 54A-l-ISD r r ZONED: RP
.... .., -.. r
{___ _ RAAtiF^,DAC E55EAIT N47°54'24"W TER PROPERTIES 1!F>LAU(5HTER
PIN 54A-1-16 VACANT___-_-___- 4.00' ZONED: M-I `
----------------- _ __ - USE: INDUSTRIAL i ZONED Rp USE:
I r
-�4 =`�-=��'.-.-- -- `� -- ——______ =RESIDENTIAL r I PIN 54A-1-18
_ - ` _ _ �^-�...d.■ . �..—� �„ � — �- G3 — cu yr � - - - ! ! A��Y L. L IL
11
-- ^'"�,...- ' ..1 _ Z LARD
ONED: Rp ` PIN
_ t ,% i �-"_= _�►'=-;A ��s - - —`---—~------- - _ ___ �" f -_ G - _ _ USE: 54-A-8
2DOROTHY MOFFE
TT
ZONED: USE: / SERV
IC
Ee• � RESIDENTI
3rEX) 6A 11F,45fh81r _ -1
an aa9 +�6�pz % •s M !1 •\ r o
22.2
�, r �\ ` r-^�' "'.,,. .-ter- ''♦ 1\ \ \ 1 \ ~'� '�\ �.. \ rr r-'t -^. 1 yR1y[iIAT "-.•�_� ^'...,_�.".-..-.,,., - � ..
-7 rr _
t\ 1 ! ♦j \ \ ` \\ \\ \\ ♦ `�� ]dam i /�+Fil rf �' nor `_ "---�~ M _` ..-
F}y
\
soft
B.M. NAIL IN''co-
/ i .'' """ •.. ` -
EL 105,57, �__-- -%' ''°:` '}-��\. f� \t
sr ydrj
7�fA "'.wu..,,■,�` .. C j• I
� f
+ \\ � �,� t j, ��•--may ' f ��° � 1 � �' j v j l
♦��, • ; ; f ` 1 ? , r(' ---_t j j 7" PAD
\, „ `� \ ► r t f \ j� (� ! TRASH,
{�� 1 \ \ "` ` \ + rr w� w ' r . ■ w-�� t� �� t � w w w w — ■ w ■� j � f � j � � \�_
♦ \ ` t 11, 't ( ! t� r' /�--.._-
Au
. 1 j LO DorIK ooc4z h'P. ' f
F PARGEL 54-((A)� Q
Sr3p�r •` !r j �'rGOLL/ER36/ l
ve 49r P.s m __,le � \ \ �♦,�' � �+� rh: e a areayc�rrs I j � j 5 DB �661566
, L.C. ne aca9 R 174 . �� - - a� jj}} �E ]]gy'�pp PG f w ry 1
d G$ D24 PY li?1 \I f / :: h r, nYL' . Q'R4/N ( t y0 p l � �
j y
�{ ` i �. ♦�t�� �'P+HP� 1 J fly j OA/BSTOIp�• DB 766 pG 73 7p`'
�. `` r.- \ \ '� ' d < l�"- ` ♦ 1 �,I!y j # 26 E FACTORY j1
BRO04
ROAD,
J �m
\ R
1 jLAW
J l
\ f cuj( i x. r rax > Vq
A ppop off. J nrj �. 7X \ f ' N
6: I j j 1 u p
1 � / � •` ,f-�l. . Jl„J
V 1 { 1 r / EY rJ �� bZ9 "'•r .+1/ s, j m
r
a Q D� I,�� = i #
4 N
> t \! ' 1� 1� \\ j SEE PARKING 1 FF BUILDING !
JO , \ �\ f f j PLAN NO. 2 I ff 70<'02----------- ----- y �I--- --- '
. J N LLi \z f SHEET 3 + 407,t6,3 P !.
i NEIGI�r
If
f I 1 Lr,
ll, , ` i■■ f ■ '•T �■ Wall w TRA
WIN ■ � w j■■.. — w w w w . w w w w � 1 EX 6M C.OWMITOR
I .. r ; � I f 1 TO M REt.00Anv 1 1
,,. SEE BLDG. ADDMO
.oei W i ' J 1 - QI tf RIM.64T
\ y „ ' J N PLAN NO. 2 8ry_ 1W.• bq it
I1 I I t�------------------------111 1 SHEET 3 jsl� 1
p' v
`I ..� f SEE BLDG. i 1 j R _ f Reare EX
w w- ,_ w w w w w w w w i— w w - w -- row ADDITION PLAN NO. t I, ]4• MCP f
�� ~ �" '' SHEET 3 i I cs 1 tp
1 rJ.3 9 ftf 7re1 r 1 ( TFA777
,� 1 1 1 I?iJ.64`3.14 r-.,,-"• V \� I 1
PROP. 1 1 1 7 C l' d s2 RELOCATE EX
RrVRA
o P, i 1 T 8 p`c « IRS ►dr
1 o y j M p p". REMOVEeX DO oP
F
1 '�+�.,\ F� F
1 ` . EL40 MN TO f J f
F.. EELEV. /
7 •` 1 , , 1 PROP. 4• SW LATERAL
1 SEE PARKING ilil I r~� rK s er o 1 1jf 1
1 PLAN NO. 1 I x��vv �-
SHEET 3 I• \ \ Mx I I n I
1 I I I ,Irss A+v.�,�•
1 PROP.co-6R
EX. V4
IF RYDRMT
TAP by PPICZ&A,cc
t /
I 1 \��`# \�.� 1 1 j PROP. c5.M
T02.1� f 1
1 I i ( t 1 j a 6OLL ARM -- f 1
�- 5f---- - --------.. r- j
NOTES: I '// t'v i J 1 --- ". �r ....,.,
I. DRAINAGE FROM THIS SITE TO BE HANDLED BY FORT-.. `�"E` a�� 7"""'�-�-�'�J
COLLIER REGIONAL 3TORMNATER MANAGEMENT FACILITY r -__ Z \ "`"� \
1 �r r . _
2. FIRE LANES, 316NA&E, AND YELLOW CURB TO BE INSTALLED 1 �/� i "� r� T�s — 1 1 �� \\ ���-�__ -- —= s --s -� ° --` — -
AT THE DIRECTION OF THE FIRE MAR3HALL 5 OFFICE. I t I �•,"` ,-�♦ 1 w
," - - • - + I \ \ 1 pp 1 ---- a TAP eY PICAA rLS 1
_ =aP"= --- 1— `` %�r 1.` i _ . �� _ . W pp
L �``' _��_�- __ '`ems\ �\ ___p --- i -'�Il--
pp AM
OE E =� _ E E E E� — E --- P ------ E �E - M E - x-L' E` — rr -- E - �- E " € — E " � - M _� � -� `\ QWW�� w. w. w. wr � �-- �� E i� \ I .
La?t To&�Oc9rfrrgAA`F+•3+ 538°3I'36°W - 982.84' -�' �. �
TREE LEGEND
5YMBOL
OVANTI TY
NAME
HOF PL Ar TtANTING
PL
REMARKS
2" GAL AT
*41
6
PIN OAK
TIME OF
0$0
PLANTING
2" GAL AT
a
10
RED MAPLE
TIME OF
B$B
PLANTING
3' HIGH AT
67' ® 3' O.G.
JAPANE5E YEW
TIME OF
CONTAINER
PLANTING
R
--- __....- _ C�rAP.CNZAq,
_._.._ DAGIGOFGIRD � 1 20'!?rGITYdt'RAX14�5E'EA3fr47ri-'"`.__.-._..__.._.____�.`..+..�_.__r—�—�..�,....�,...-.�._..__._._—���.._.__._—_._-_—.._._-__._.�`—�....��r_-...._.
VA. ROUTE 1520 — MST BROOKE ROAD --
■—wwwwwM■wwwwwwwwwwwwwwww—www C8791 PE 8Q5
14' .0.S'7fAL T ROaAH4Y 6 �' R /�� - DB " 68 126 145
w ^1 L � /UYrC/i/ME tIIIA OIpYC#w! M., J■ - w w w — ,rt/ w w w w w w w w w w m-
vv rv. s i/i7 1VV rV �TJ t�mWrartatE~� - -
POSTED SPEED LIMIT 55 MP.H. :---_---_— ---- --
rz - — — _ — _ __ _-- — — -- l
G- -- \\ -- -��• --- -- -- -- -- PIN 54-ii��-36i' -- -'-- -- -- -- -- -"-
PIN 54-iil�)-
\ /! -- �_
SHOGKEY REALTY CO. FORT COLLIER GROUP, L.G.
ZONED: M-I�i ZONED: M-I
USE: VACANT USE: INDUSTRIAL \
\ (WORLDWIDE AUTOMOTIVE)
\
\
Z
W
W
Z
Z
WCM
o
to
cq
'It
Zx
�>
I
to
uj
��
W
00
to
U
Z
ILJ
O
�Z
5�
aLu
W
its,
rA
"I.
F VRK D. SMITH 9
No.022837
ssIONAL ��
E-4 CC
O Lu
�Z
Z
I�
U)^�
z 0 F" )
x� V 04 ��
UD Z Z
Z 0 z
(� Li Z W U
a 12) LU w c
r�
1 w
co O � w
o �
W
M W o Z
4, O
O
01
O O
a (n
DATE: 1/23/01 1
SCALE: 1" = 60'
DESIGNED BY: AS
JOB NO. 2080
SHEET 02 OF 04
X
m
a
CD
CU
uD
v
m
(V
m
O
0
L
a
a
3
C11
0
a.
cn
0
00
CuCD
cu
cn
0-
CD
CD
/
L
CD
y
C
O
U
L
CD
41
U,
0
cn
0
Z>
cu
/
y
0
/
7 J t `wv
\ •, T
/v7?� tl�=rVflLN Uyr/T,
lij
1 PP �_r EX 5"'�,O�JfibR
�t \ N l�r�,�, INir =6qN C l/
0
Z z :..' DRAIN
DIP
/0
FFIJ RAIN LIN 5
if -
ter r w `� :.; i :, �- oNr_ RED pAn
PPEly
ri
/NV = 7�-A1 N L /tVE
EX. 6-HT POLE7p1.0 PROP. G
f 0 6 „ARK/N(5 AG CAI LER
t BASE RSA
I I� PROP INV_ Go S„ GONG 2t$
696 6 RAT e
r max. r1/ Tom Et
i�V `�(�qe"157
1 J �0) ,
J :rl j 1
\ 0 d-
1 1 MH''
PARKING PLAN NO. 2
" -f"r r , 1 1
P ( i (
Fy
L . CO3
M NT1.. ,
�'G
I'
0
hay �
C)
_1a 7
� E
�E + ;1 �i' TO BROOKE ROAD PReF. ' HIGH
\ EVERGREEN HED&E
13AGK OF CURB
PARKING PLAN NO. 1
/"
702.1
5N
1 1 '705.5
— �5N
AtfTiF'HAI_ T
FP ENTRANCE
5" CONCRETE 3000P51 W1 MESN
W(O" 21-5 BASE STONE
• f , it
S 21-5 BASE STONE
PAVEMENT DETAIL
(NOT TO SCALE)
4" REINFORCED CONCRETE
30M PSI
4" SUBBASE (21-A STONE)
WIDTH VARIES
SEE SITE PLAN
1/4" = 1'
Now
'7 e
4"
I —I I —III —III —III —I � I —III —III—
COMPACTED SUBGRADE
(9Sge DENSITY)
CONCRETE 511DE1, AL< DETAIL
(NOT TO SCALE)
AV
2
EX. TRASH GOMPAGTOR
TO BE RELOCATED 7 q
CRA
�v �p>i' m
BIZ
�
�p TER,!
REMOVE EX. CMP
4 PLUG HOLE
R, IH=
INV.=
,
_Ell,u
REMOVE EX. DI TOP
4 EXTEND MH TO
F.F. ELEV. I t
METAL s roop
� STEM `
Poop
oIJTLET �\
n - -`
�- ;OUARI;RAIL
PROP ANMAIN*MNUAL
AGGBS5 D'0,NGE
OOR
UPROBRTION
TO REMAIN G
PF
RIM= 6q7
INV.- 6q5
REMOVE EX.
24" RGP 1
RELOCATE EX.
FIRE HYDRANT
PROP. 4" SAN. LATERAL
uf-
I
Q tPROP. MH
REL GATED
F I HYDRANT
TAP BY F.G.5.A.
PROP. 5IC7N
BOLLARDS
TAP BY F.G.5.A.
A5PHALT
GI
BLDG. ADDITION PLAN NO. 2
fiX B11I�btt�r�;
702.02
TIE To Ex CURB
(5Rq 4, �
?EA
t!
f J1 S � rI
p PROP• MANUF _
7,OgO ACRING AD
P.F.= SG?. Fr I TI
H_3'5 2.02 -
r
EX. EH
\ J f f q'f <n- �1 1'l 8 /1
4!�,T P.
TAP BIl-
y F.I-I 5 8 5,451
APIzA
W_
A ti0)
>f xI
S
BLDG. ADDITION PLAN NO. 1
6"
5N
rO BE
PROP I„I H.
gPOx INV. EX. 24„ RG
70160 P
514 TES
5/DEIALl-
0
z
W
W
Z
0
Z
W
cq
O
CO
0
CO
a
I
'c
Z
x
��
WVj
)
to
ato
Hw
o�
w
r
0 0
w
rn
F
A
OF L
ARK D. SMITH 9
No.022837
o
SIGNAL
E-, CC
o W
Z
�544 < E-4
a Z�
a ��
Q Q
z0>�
Z� V ��
z Z
O � W�:)
V1 O
s�Q � z Wx
z� W w ��
a� � 14 w
Q o �w
Qw
W
m W o z
fs, O
Q � E4
U]
O
o O
a cl)
DATE: 1/23/01
SCALE: 1" = 30'
DESIGNED BY: AS/JAW
JOB NO. 2080
SHEET 03 OF 04
M1
m
Cl
cc
0
0
CU
m
Ct
0
rn
0
L
a
a
0
gn
0
w
0
i
0
m
0
N
i
cn
i
ro
n
i
o,
c
L
CD
CD
CZ
Q,
w
L
CD
C
O
U
C
L
dl
(n
ra
L
O
0
0
00
0
N
U)
ii
D
O
7
DETAIL 1
Fabric
SECTION A -A
SECTION B-B
Geotextile
Fabric
Fabric
• Use Typical Section shown on plans or normal side slope, bottom width, and depth
of channel, ditch or natural ground.
DETAIL 2
i'
311
EC-1
Min.
3D
Depth
9" Geotextile 9,- DEPTH
Fabric SECTION A -A
SECTION A -A •D represents spun for for box culvert installations.
H—Diameter for round pipe, rise for pipe arch and box height.
NOTES
For multiple line installations Dimension 0 is to govern the protection outside the channel
width(W).
On any Secondary Roads installation requiring erosion control stone where no
endwall or endsection is specified on plans, construction is to be in accordance with
Detail 2 shown above.
Geotextite Fabric to be instolted under all erosion control stone in accordance
with the specifications.
MIN. DEPTHRIP
Dry Rip Rap
RAP
Class 1
2'
Class II
3'
SPECIFICATION STONE FOR EROSION CONTROL
REFERENCE VIRGINIA DEPARTMENT
245 204, 303 of
414 TRANSPORTATION 114.01
14
MH-1
>°
li f stabs.
Note: See St d.SL-1 for applicability o safety b
Note: The top o masonry
f m is to be left
ry
sufficientfy low to permit proper adjust—
ment of cover and frame to grade by
the use of mortar or brick as directed
by the Engineer.
SECTION B-B
BRICK CONCRETE
OR
CONCRETE BLOCK
MANHOLE FOR 12 CULVERTS SPECIFICATION
REFERENCE
VIRGINIA DEPARTMENT
of 302
106.01 TRANSPORTATION
All concrete to be class A3
Flat slab top as detailed on
MH-2 may be substituted fc
section when approved by tt
When specified on plans the
be shaped in accordance wil
Plan IS-1.
Sheet 1 of 5
HALF- P LAN VI EW
HALF SECTION A -A
(WITH FRAME AND COVER REMOVED)
BRICK CONCRETE
• Quantities shown are for manhole
without pipes. The amount displaced
by pipes must be deducted to ob—
tain true quantities.
A base thickness of 9" was used
in computing concrete quantities.
*Increments to be added for
each additional foot of depth.
Materials may be brick, concrete
or approved concrete manhole block.
If blocks are used the minimum
thickness of some is to be 5". Other
thicknesses are to conform to wall
thickness shown for concrete.
TABLE OF QUANTITIES
DEPTHMANHOLE
BRICK MANHOLE
CONCRETE
BRICK
CONCRETE
CONCRETE
FEET
THOUSANDS
CU. YDS.
CU. YDS.
4
0.5
0,785
1.437
5
0.7
0,785
1.699
6
0.9
0,785
1.961
7
1.
0,785
g
0,785
2.485
9
1.4
0,785
2.747
10
1.6
0,785
3.009
11
1.9
0.970
3.455
12
2.2
0.970
3.817
13
2.5
0.970
4.179
14
2.8
0.970
4.541
15
3.1
0.970
4.903
16 1
3.4
0.970
5.265
1
6.032
INCREMENTS
0.45
0.582
This area may t_
at the option of the contractor
This curb may be used when
design speed is 40 MPH or less
on Rural highways and 45 MPH or
less in developed urban & suburban
areas. If these design speeds are
exceeded Standard CG-7 is required.
The bottom of the curb and
gutter may be constructed
parallel to the slope of
subbase courses provided a
minimum depth of 7" is
maintained.
For use with stabilized upon —graded
drainage layer, the bottom of the curb
and gutter 1bgtl be constructed parallel
to the slope of subbase courses
and to the depth of the pavement.
Note:
Combination curb & gutter having a radius
of 300' or less (along face of curb) shall be
paid for as radial combination curb & gutter.
This item may be precast or cast in place.
Concrete to be Class A3 if cast in place,
4000PSI if precast.
SPECIFICATION COMBINATION 6 " CURB 8c GUTTER REVERSED
REFERENCE
105
502 VIRGINIA DEPARTMENT OF TRANSPORTATION
201.03
CONSTRUCTION OF A SILT FEA CE
(WITHOUT WIRE S UPPOR T)
1. 'SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
l /
i
— J
Jill
or
IPL
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
FLOW
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
� FLOII I _
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control,Vk DS►C PLATE. 3.05-2
and 1lyant
thrust block I
k
..
'
Z
O N
1
i
'
-100
_ .:
u l
Lu
_100
_
,EX
4, Q
W
PAVEMENT
6R
J..
I
a
/
l
v
_ 695
Ul
188' 24" RGP @ O 59b
_.
4.5'
24" RIGP ®0.5�0
_ .:.
.
I
I
.. w
..
CL
.. ttt .. ...
.
;. .. �. .._ Q
_ .....
------
1- '
Iff
II
�:._
, .II_.
--: M. R.".. "...
-, .1 �..
,
_(NX
Z
0+00
1 +00
2+00
CL PROF I LE STM.
SEN
SAGLE: I"=50' HORIZ.
I"=5' VERT.
•.s:,
6" dia. schedule 40
steel pipe filled with -
concrete and painted
yellow
18" dia.
concrete
encasement
7'
BOLLARD DETAIL
direction of setting to be approved prior to installation
as
2" min. - 6" max.
stone to be minimum
of 6" above top of b
concrete pad 1 '-6" sq. x 6" deep
FIRE HYDRANT ASSEMBLY
Figure 9
screw type
adjustable
valve box
locator peg
mechanical joint
swivel tee with
6" branch
y
CD
Z
W
W
Z
CD
Z
W
o
Lr)
It
02
It
a
�.�
�00
°A
I rn
Z
�a
x
I
Lo�
LU
W
;
a,0
In
N
IDS-,
�
EE-� �
0 O
w
t!
q
W Ul
w
E_
Q
L.
ra � " v r'
U MARK D. SMITH 9
No-022837
`S-to
NAL
MOP. BUILDINO
-702.02
' .... 1
'F
-too
700
I i EX_URAVE`. I
i
6a5
i
.
�, •
x �
A
q0' °gyp _.. ... E—+
685 w , ? 685 W Z
-__ _ _ _ ._-. _..-_ _ _
t.
..._._ _.... _. 45° BEND i ; _ _ Z E-I O
Z
1--1 4-4
_.
`n 0
p _
680' W v f 680 E-i W
_ CV _._.. ..._.__ __ .._ __.... _ __. _.. _ . (� '_' �'_' a'
m M --
Q
w N Z U
OL
-174
aI I
UJ
0+00 1 +00 2+00 O. 0
CL PROF I LE SAN. SEN LATERAL_
SAGLE: I"=50' HORIZ. O
I "=5' VERT.
W
DATE: 2/21/01
SCALE: NA
DESIGNED BY. AS/JAW
FILE NO. 2080
SHEET 04 OF 04
MR
—y
0
0
0
Cu
o_
Li
N
3
CU
0
CL
cn
I
0
m
0
Cu
CD
I
a
Q,
c
L
N
CD
Q,
w
L
N
C
ry
co
0
U
I
C
L
O]
+1
rn
ro
w
I
O
m
I
0
m
0
CV
rn
CD
CD
X
v
^�
EX. TRASH COMPACTOR A
TO BE RELOCATED Q
Lu
I r
y v
Q _
�..
N
ss p_
b�IM=
i -T.a
tL o
I.,ri >
Z
—
p
�a
0
\ /
J
5 CONCRETE 3(d(dOPSI UJ/ MESH
_�-„
o o w =
f
c\l
PROP
vD6 1^l1� �Z'v-okvEp�
4" 21- B BASE STONE
�, 0 10
�~ ,IMF} Q
R MOVE EX.
cco
\ J
/
1 --1(
IP .4TpN uN/r�
�. -
p 1 4 RGP
Q
r cat co
a
20' wATERNtdE -
co
rn
PF j
\
\
O �u.. y •• ryGAIN L
, ��! 1NE
:.
=. ." =' ��
2 SM-2A
(0" 21- B BASE STONE
06 7c3� PG' 2r8 ' -
REMOVE EX. CM P /�,�� /
d PLUG HOLE _
\
\
Z
W
N
x tn c�
c; r-
u I
\
1
v
D PROP,1p�r
.:. RAIN I'VINIE G
!N�/.= 6a3.I�i--`'+•�� a
��,
p
\
0.55� 44
Q tt1
8,r �'(jIJ �'
G
RELOCATE EX.
FIRE HYDRANT
U) �
E-w
�(�
= • .
FAVEMENT DETAIL
REMOVE EX. DI TOP �``'`-----
1
d EXTEND MH TO��
.-
.. ..., .:. ; •'Q AD
lie
(NOT TO SCALE)
F.F. ELEV.,,
�iANNa4
o
JFF
..
r p^ �R
•' J
70
�'
PROP. 4" SAN. LATERAL
�°
al
'v>,
v r �
r��,y. �70d S INV.� 7p� 4�/ L /NS
0
w r
/
ry Q
`y
as
w cn
\
i�
EX. GHT PCL.E701.0 PROP
P CON
ARICING 7i�AlLE
4" REINFORCED CONCRETE
3000 PSI
Q °�
l tc,
J Q
—
`
f
\ f
6 AC
BA �A R
X PROP INV_ 60 5'1 GONG .218
w 6g6.6 ATE
4" SUBBASE (21-A STONE)
� Qz jL i i � O � �
z
z
WIDTH VARIES
EX. METAL STOOP I ®-
i
�
z
1
b/ ��,
SEE SITE PLAN
5T EF5 \ Q a
�-
0
0
°-
4111,
w C� ��
4X BAN �L ^ d q6 `'/
---_ CX 1Nt�0 TEL~66�5l3
`d96
_PT
1/4" 1'
n
4" :a : a '. �, .• ,.. �.
Q fy
3`-- O . MH
PROP. DOCK DOOR :� ►. •: �.. , :. �` ./
Lp
Z
w
W
z
g
Y
F-
O
Z
wry 4�
\
I -I I -III—) I I -III —III -I — I-
_ _ _ _ _ _
— — —
ROO>= .' ::
DRAIN •'
OUTLET �.. ,
0
WTJ)
o
p
Ca
z
Q
Q
mQ
`
u
w
vi
""
J
\
1
COMPAc g ITMSUBCsRADE
(95% DEN
'
1 l • PROP.
31 GN
"-0
>
Lu
0
0
—
+J
w
CONCRETE 511)EWAL�G DETAILto°
l- BOLLARDS
�
�� RELOCATED
(NOT TO SCALE)
A
O
N
O
I
c`p w
J
-- -- - —. to HYDRANT
1,11; TAP BY
F.G.5.A
tt
Q
r
H OF v
NH 5N
n
�• ,
r�.
v
.
TAP BY F.G.5.A. C'0 ltT
U MARK D.
SMITH 9
PARKING PLAN NO. 2
O
N�,022837
3N
sSI4NAL
�G
20' G TEL G0 '
_.,, z
. 5N �'
A-5pI�AL
r
�`
LAB Og P 7i0 �
SHENANDOAN.6A5 � I � �
20' GA3 EASEM T
.�- -
- ENTRANCE
FyV �
\
/ '
b,
DLL 000 FG 1 I
PROP. EC I s
�
-_.11
\\
G I
701 5 OI. 5
-_ _
W
O .6
w l
BLDG. ADDITION PLAN
NO. 2
x
Q
E-,
E-�
7O
~'
fi 1
PROP. GG-6R
CURB
V
��
702.1
r r \
EX. LJILDIN6
Z U]
,_, Z
E •,
, ,4
1'.E.= 702.0.E
PROP. ANNUAL
►� O
O
W
E-+ O
/ o 1
MAINTENANCE TIE TO EX. CURB
ACCESS DOOR
GP,AVEL
REMOVETI ON
RAISE EX. MH TOP
TO F.F. GRADE
x �
Q
A U) U
Z W
t _ - '102 ,
_ > > �
3N
02.7
. UEB 24q.2' AREA
Z �
U►
az
j
a aw
V
-IC�D f
a
E-
,gyp
o
M ,
- PROP. MANUFACTURING AD I N
EX. PARKING O 70g0 5G2. FT.
ENGE
(�
O Z
�+ O
/
v
TO REMAIN n
F.F.= -102.02
LANDSCAPED 6' 5TEP5 H=38'X. phi -
EX. D(,7'lf'�iTER
(TO BE REMOVED)
Q
iw
E�
U)
0
�0(9,-
703.5
5. p
PAINT STRIPED
O
O
COVERED 5H1= L
TER
F-+1
a _�5' P RKING JZESTRIGTI I �1�
- r
J}` 1 A�FHAL r
ENTRANCE
-�J O
RELOCATED F.H. pD
TAP BY F.0.5.A.
CONCRETE PARKING AREA Iv
CONCRETEPF
51DE1^IALK
DATE: 1/23/01
8.� f ll ql' TO BROO<E ROAD �,R6R. ' HIGH
EVER6REEN-AED6€
-- `�
( 01
SCALE:
1"
= 30'
_ _ "
/
_
ART `
r
�-
M—~- - — __
BACK OF CURB
'� ''
�p
DESIGNED
BY: AS/JAW
JOB N0. zoeo
BLDG. ADDITION FLAN
NO. 1
SHEET 03
OF 04
PARKING PLAN NO. 1